OKLAHOMA DEPARTMENT OF TRANSPORTATION …OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE...
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OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -1 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 325 CALENDAR DAYS GRADE, DRAIN, SURFACE, AND BRIDGE RURAL PROJECT(S) : NHY-017N(219) SH-3: FROM 3.2 MILES EAST OF ATOKA, EXTEND EAST. PROJECT LENGTH = 3.854 MILES SET-ASIDE : VENDOR RANKING : --------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVER RANK VENDOR NO -- VENDOR NAME BID LOW BID EST --------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 10,349,894.75 110.4362% 100.0000% 1 420364440 -- KOSS CONSTRUCTION COMPANY & SUBSIDIARY $ 9,371,835.00 100.0000% 90.5501% 2 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 9,517,498.58 101.5543% 91.9574% 3 208746250 -- GLOVER & ASSOCIATES, INC. $ 9,899,515.34 105.6305% 95.6485% ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420364440 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |KOSS CONSTRUCTION COMPANY & |THE CUMMINS CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0001 201(A) 0102 1.000 LSUM | 10000.00000 10000.00| 13000.00000 13000.00| 33000.00000 33000.00 CLEARING AND GRUBBING | | | 0002 202(A) 0183 96175.000 CY | 4.50000 432787.50| 3.14000 301989.50| 3.20000 307760.00 UNCLASSIFIED EXCAVATION | | | 0003 202(D) 0184 150699.000 CY | 6.00000 904194.00| 3.36000 506348.64| 3.40000 512376.60 UNCLASSIFIED BORROW | | | 0004 205(A) 4229 1.000 LSUM | 30000.00000 30000.00| 86500.00000 86500.00| 86500.00000 86500.00 TYPE A-SALVAGED TOPSOIL | | | 0005 210 0121 20161.000 LF | 4.50000 90724.50| 14.00000 282254.00| 5.65000 113909.65 OBLITERATING ABANDONED ROAD | | | 0006 221(C) 2801 11330.000 LF | 3.00000 33990.00| 1.17000 13256.10| 1.45000 16428.50 TEMPORARY SILT FENCE | | | 0007 221(D) 2803 9.000 EA | 115.00000 1035.00| 115.00000 1035.00| 1035.00000 9315.00 TEMPORARY SEDIMENT FILTER | | | 0008 221(E) 2804 1.000 EA | 800.00000 800.00| 225.00000 225.00| 225.00000 225.00 TEMPORARY SEDIMENT BASIN | | | 0009 221(F) 0100 1557.000 LF | 8.00000 12456.00| 7.87000 12253.59| 8.80000 13701.60 TEMPORARY SILT DIKE | | | 0010 221(G) 0150 31.000 CY | 90.00000 2790.00| 63.00000 1953.00| 63.00000 1953.00 TEMPORARY ROCK FILTER DAM TYPE 1 | | | 0011 230(A) 2806 324150.000 SY | 1.50000 486225.00| 1.22000 395463.00| 1.22000 395463.00 SOLID SLAB SODDING | | |
Transcript of OKLAHOMA DEPARTMENT OF TRANSPORTATION …OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE...
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -1 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 325 CALENDAR DAYS GRADE, DRAIN, SURFACE, AND BRIDGE RURAL PROJECT(S) : NHY-017N(219) SH-3: FROM 3.2 MILES EAST OF ATOKA, EXTEND EAST. PROJECT LENGTH = 3.854 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 10,349,894.75 110.4362% 100.0000% 1 420364440 -- KOSS CONSTRUCTION COMPANY & SUBSIDIARY $ 9,371,835.00 100.0000% 90.5501% 2 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 9,517,498.58 101.5543% 91.9574% 3 208746250 -- GLOVER & ASSOCIATES, INC. $ 9,899,515.34 105.6305% 95.6485%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420364440 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |KOSS CONSTRUCTION COMPANY & |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 10000.00000 10000.00| 13000.00000 13000.00| 33000.00000 33000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 96175.000 CY | 4.50000 432787.50| 3.14000 301989.50| 3.20000 307760.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 150699.000 CY | 6.00000 904194.00| 3.36000 506348.64| 3.40000 512376.60 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 30000.00000 30000.00| 86500.00000 86500.00| 86500.00000 86500.00 TYPE A-SALVAGED TOPSOIL | | |0005 210 0121 20161.000 LF | 4.50000 90724.50| 14.00000 282254.00| 5.65000 113909.65 OBLITERATING ABANDONED ROAD | | |0006 221(C) 2801 11330.000 LF | 3.00000 33990.00| 1.17000 13256.10| 1.45000 16428.50 TEMPORARY SILT FENCE | | |0007 221(D) 2803 9.000 EA | 115.00000 1035.00| 115.00000 1035.00| 1035.00000 9315.00 TEMPORARY SEDIMENT FILTER | | |0008 221(E) 2804 1.000 EA | 800.00000 800.00| 225.00000 225.00| 225.00000 225.00 TEMPORARY SEDIMENT BASIN | | |0009 221(F) 0100 1557.000 LF | 8.00000 12456.00| 7.87000 12253.59| 8.80000 13701.60 TEMPORARY SILT DIKE | | |0010 221(G) 0150 31.000 CY | 90.00000 2790.00| 63.00000 1953.00| 63.00000 1953.00 TEMPORARY ROCK FILTER DAM TYPE 1 | | |0011 230(A) 2806 324150.000 SY | 1.50000 486225.00| 1.22000 395463.00| 1.22000 395463.00 SOLID SLAB SODDING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -2 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420364440 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |KOSS CONSTRUCTION COMPANY & |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 233(A) 2817 68.000 AC | 350.00000 23800.00| 389.00000 26452.00| 389.00000 26452.00 VEGETATIVE MULCHING | | |0013 234(A) 2824 33.000 TON | 550.00000 18150.00| 677.00000 22341.00| 677.00000 22341.00 FERTILIZING (10-20-10) | | |0014 241 2832 115.000 AC | 115.00000 13225.00| 84.00000 9660.00| 84.00000 9660.00 MOWING | | |0015 303(A) 2100 34991.000 CY | 30.00000 1049730.00| 34.00000 1189694.00| 33.05000 1156452.55 AGGREGATE BASE TYPE A | | |0016 325 5271 113886.000 SY | 1.50000 170829.00| 1.10000 125274.60| 1.27000 144635.22 SEPARATOR FABRIC | | |0017 402(E) 0225 16412.000 TON | 22.00000 361064.00| 18.00000 295416.00| 20.30000 333163.60 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0018 407(B) 0250 22002.000 GAL | 2.40000 52804.80| 2.50000 55005.00| 3.30000 72606.60 TACK COAT | | |0019 408 5774 73856.000 GAL | 4.00000 295424.00| 2.50000 184640.00| 4.66000 344168.96 PRIME COAT | | |0020 411(B) 5935 11616.000 TON | 70.00000 813120.00| 64.00000 743424.00| 66.90000 777110.40 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0021 411(B) 5945 22076.000 TON | 65.00000 1434940.00| 58.00000 1280408.00| 58.35000 1288134.60 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0022 411(C) 5950 17912.000 TON | 78.00000 1397136.00| 78.00000 1397136.00| 79.90000 1431168.80 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0023 411(C) 5960 3637.000 TON | 75.00000 272775.00| 65.50000 238223.50| 65.05000 236586.85 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0024 412 5267 956.000 SY | 3.50000 3346.00| 4.23000 4043.88| 10.25000 9799.00 COLD MILLING PAVEMENT | | |0025 501(A) 0313 43.000 CY | 15.00000 645.00| 25.00000 1075.00| 25.00000 1075.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0026 509(A) 0319 138.000 CY | 450.00000 62100.00| 425.00000 58650.00| 425.00000 58650.00 CLASS AA CONCRETE | | |0027 509(D) 0325 463.000 CY | 280.00000 129640.00| 250.00000 115750.00| 190.00000 87970.00 CLASS C CONCRETE | | |0028 511(A) 0332 16792.000 LB | 1.00000 16792.00| 1.00000 16792.00| 1.00000 16792.00 REINFORCING STEEL | | |0029 611(G) 5704 3.000 EA | 2000.00000 6000.00| 1400.00000 4200.00| 1400.00000 4200.00 INLET CDI RCP DES. 1 | | |0030 611(G) 5705 2.000 EA | 3500.00000 7000.00| 1700.00000 3400.00| 1700.00000 3400.00 INLET CDI RCP DES. 2 | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -3 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420364440 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |KOSS CONSTRUCTION COMPANY & |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0031 611(G) 5706 2.000 EA | 4500.00000 9000.00| 1950.00000 3900.00| 1950.00000 3900.00 INLET CDI RCP DES. 3 | | |0032 611(G) 6002 2.000 EA | 1750.00000 3500.00| 1500.00000 3000.00| 1500.00000 3000.00 INLET (SMD-TYPE 2) | | |0033 611(H) 5790 2.680 VF | 300.00000 804.00| 75.00000 201.00| 75.00000 201.00 ADD'L DEPTH IN INLET CDI RCP DES. 2 | | |0034 611(H) 5791 17.740 VF | 350.00000 6209.00| 100.00000 1774.00| 100.00000 1774.00 ADD'L DEPTH IN INLET CDI RCP DES. 3 | | |0035 613(A) 0491 2477.000 LF | 45.00000 111465.00| 26.36000 65293.72| 26.50000 65640.50 18" R.C.PIPE CLASS III | | |0036 613(A) 0492 870.000 LF | 55.00000 47850.00| 33.10000 28797.00| 33.10000 28797.00 24" R.C.PIPE CLASS III | | |0037 613(A) 0493 329.000 LF | 65.00000 21385.00| 46.30000 15232.70| 46.30000 15232.70 30" R.C.PIPE CLASS III | | |0038 613(A) 0494 134.000 LF | 80.00000 10720.00| 56.80000 7611.20| 56.80000 7611.20 36" R.C.PIPE CLASS III | | |0039 613(A) 4495 640.000 LF | 50.00000 32000.00| 72.12000 46156.80| 72.15000 46176.00 22" X 13" R.C.PIPE ARCH CLASS A-III | | |0040 613(A) 4496 136.000 LF | 60.00000 8160.00| 87.92000 11957.12| 87.95000 11961.20 28" X 18" R.C.PIPE ARCH CLASS A-III | | |0041 613(B) 0689 2544.000 LF | 23.00000 58512.00| 20.10000 51134.40| 20.10000 51134.40 18" CORR. GALV. STEEL PIPE | | |0042 613(B) 0690 154.000 LF | 30.00000 4620.00| 26.30000 4050.20| 26.30000 4050.20 24" CORR. GALV. STEEL PIPE | | |0043 613(B) 4527 288.000 LF | 30.00000 8640.00| 19.47000 5607.36| 19.50000 5616.00 21" X 15" CORR. GALV. STEEL PIPE ARCH | | |0044 613(B) 4528 44.000 LF | 30.00000 1320.00| 26.01000 1144.44| 26.05000 1146.20 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0045 613(H) 0500 1443.000 LF | 10.00000 14430.00| 3.50000 5050.50| 4.50000 6493.50 8" PERFORATED PIPE UNDERDRAIN ROUND | | |0046 613(I) 1097 478.000 LF | 10.00000 4780.00| 3.50000 1673.00| 4.50000 2151.00 8" NON-PERF.PIPE UNDERDRAIN RND. | | |0047 613(L) 4515 2.000 EA | 250.00000 500.00| 1112.00000 2224.00| 1112.00000 2224.00 28" X 18" PREFAB. CULVERT END SECTION, | | | ARCH | | |0048 613(L) 5726 1.000 EA | 300.00000 300.00| 971.00000 971.00| 971.00000 971.00 18" PREFAB. CULVERT END SECTION, ROUND | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -4 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420364440 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |KOSS CONSTRUCTION COMPANY & |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0049 613(L) 5730 1.000 EA | 800.00000 800.00| 1346.00000 1346.00| 1350.00000 1350.00 24" PREFAB. CULVERT END SECTION, ROUND | | |0050 613(L) 5732 2.000 EA | 1000.00000 2000.00| 1304.00000 2608.00| 1305.00000 2610.00 30" PREFAB. CULVERT END SECTION, ROUND | | |0051 613(L) 5734 2.000 EA | 1100.00000 2200.00| 2735.00000 5470.00| 2735.00000 5470.00 36" PREFAB. CULVERT END SECTION, ROUND | | |0052 613(M) 7196 54.000 EA | 800.00000 43200.00| 925.00000 49950.00| 925.00000 49950.00 TYPE A6 CULVERT END TREATMENT | | |0053 613(M) 7197 5.000 EA | 900.00000 4500.00| 1000.00000 5000.00| 1000.00000 5000.00 TYPE B6 CULVERT END TREATMENT | | |0054 613(M) 7198 1.000 EA | 1000.00000 1000.00| 1200.00000 1200.00| 1200.00000 1200.00 TYPE C6 CULVERT END TREATMENT | | |0055 613(Q) 5946 7.000 EA | 500.00000 3500.00| 500.00000 3500.00| 500.00000 3500.00 OUTLET LATERAL HEADWALL | | |0056 613(T) 1187 945.000 CY | 20.00000 18900.00| 37.80000 35721.00| 37.80000 35721.00 STANDARD BEDDING MATERIAL, CLASS C | | |0057 613(U) 1100 430.000 CY | 33.00000 14190.00| 43.64000 18765.20| 43.65000 18769.50 PIPE UNDERDRAIN COVER MAT'L. | | |0058 613(V) 1180 2088.000 CY | 9.00000 18792.00| 7.50000 15660.00| 7.50000 15660.00 TRENCH EXCAVATION | | |0059 619(A) 0920 1.000 LSUM | 15000.00000 15000.00| 6400.00000 6400.00| 16400.00000 16400.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0060 619(B) 0291 2.000 EA | 600.00000 1200.00| 800.00000 1600.00| 1000.00000 2000.00 REMOVAL OF HEADWALL | | |0061 619(B) 4728 2820.000 SY | 3.30000 9306.00| 2.75000 7755.00| 6.70000 18894.00 REMOVAL OF ASPHALT PAVEMENT | | |0062 619(B) 4780 478.000 LF | 3.00000 1434.00| 3.00000 1434.00| 3.00000 1434.00 REMOVAL OF GUARDRAIL | | |0063 619(C) 0924 5915.000 LF | 3.25000 19223.75| 3.00000 17745.00| 1.75000 10351.25 SAWING PAVEMENT | | |0064 623(A) 0932 800.000 LF | 16.00000 12800.00| 14.35000 11480.00| 15.50000 12400.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0065 623(F) 4447 2.000 EA | 700.00000 1400.00| 525.00000 1050.00| 450.00000 900.00 GUARDRAIL ANCHOR UNIT (TYPE B) | | |0066 623(G) 8571 2.000 EA | 2100.00000 4200.00| 2350.00000 4700.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT (GET) | | |0067 623(I) 8675 4.000 EA | 1400.00000 5600.00| 1295.00000 5180.00| 1625.00000 6500.00 GUARDRAIL BRIDGE CONNECTION-TYPE A | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -5 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420364440 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |KOSS CONSTRUCTION COMPANY & |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0068 629(A) 4958 14.000 EA | 50.00000 700.00| 75.00000 1050.00| 75.00000 1050.00 MAILBOX INSTALLATION-SINGLE | | |0069 629(B) 4959 5.000 EA | 130.00000 650.00| 125.00000 625.00| 125.00000 625.00 MAILBOX INSTALLATION-MULTIPLE | | |0070 629(C) 4960 25.000 EA | 40.00000 1000.00| 20.00000 500.00| 20.00000 500.00 MAILBOX | | |0071 629(D) 4961 24.000 EA | 16.00000 384.00| 10.00000 240.00| 15.00000 360.00 REMOVAL OF MAILBOX INSTALLATION | | |0072 853 9066 24.000 EA | 2.00000 48.00| 10.00000 240.00| 10.00000 240.00 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | | SECTION TOTALS | $ 8,659,745.55| $ 7,840,860.45| $ 7,988,163.58------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0073 501(B) 1307 80.000 CY | 18.00000 1440.00| 15.00000 1200.00| 15.00000 1200.00 SUBSTRUCTURE EXCAVATION COMMON | | |0074 501(G) 6309 257.800 CY | 130.00000 33514.00| 130.00000 33514.00| 130.00000 33514.00 CLSM BACKFILL | | |0075 503(A) 1312 696.010 LF | 180.00000 125281.80| 215.00000 149642.15| 215.00000 149642.15 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0076 504(A) 1304 214.400 SY | 165.00000 35376.00| 175.00000 37520.00| 175.00000 37520.00 APPROACH SLAB | | |0077 504(B) 1305 834.100 SY | 4.50000 3753.45| 5.00000 4170.50| 5.00000 4170.50 SAW-CUT GROOVING | | |0078 504(D) 6245 447.000 LF | 65.00000 29055.00| 75.00000 33525.00| 75.00000 33525.00 CONCRETE RAIL (TR4) | | |0079 506(A) 1322 1040.000 LB | 4.40000 4576.00| 2.25000 2340.00| 2.25000 2340.00 STRUCTURAL STEEL | | |0080 507(A) 6172 8.000 EA | 900.00000 7200.00| 850.00000 6800.00| 850.00000 6800.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0081 507(B) 6174 16.000 EA | 2800.00000 44800.00| 1830.00000 29280.00| 1830.00000 29280.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0082 507(C) 6282 16.000 EA | 450.00000 7200.00| 250.00000 4000.00| 250.00000 4000.00 ELASTOMERIC BEARING PADS | | |0083 509(A) 1326 211.300 CY | 500.00000 105650.00| 550.00000 116215.00| 550.00000 116215.00 CLASS AA CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -6 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420364440 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |KOSS CONSTRUCTION COMPANY & |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0084 509(B) 1328 142.300 CY | 450.00000 64035.00| 575.00000 81822.50| 575.00000 81822.50 CLASS A CONCRETE | | |0085 511(A) 1332 1360.000 LB | 0.90000 1224.00| 1.00000 1360.00| 1.00000 1360.00 REINFORCING STEEL | | |0086 511(B) 6010 84760.000 LB | 1.10000 93236.00| 1.10000 93236.00| 1.10000 93236.00 EPOXY COATED REINFORCING STEEL | | |0087 514(A) 6010 630.000 LF | 35.00000 22050.00| 45.00000 28350.00| 45.00000 28350.00 PILES, FURNISHED (HP 10X42) | | |0088 514(B) 6292 630.000 LF | 15.00000 9450.00| 15.00000 9450.00| 15.00000 9450.00 PILES, DRIVEN (HP 10X42) | | |0089 515(A) 6013 931.000 SY | 4.10000 3817.10| 4.00000 3724.00| 4.00000 3724.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0090 516(A) 6096 132.000 LF | 700.00000 92400.00| 690.00000 91080.00| 690.00000 91080.00 DRILLED SHAFTS 60" DIAMETER | | |0091 523(A) 6550 162.000 LF | 3.25000 526.50| 6.00000 972.00| 6.00000 972.00 SEALER CRACK PREPARATION | | |0092 523(B) 6560 1.100 GAL | 120.00000 132.00| 300.00000 330.00| 300.00000 330.00 SEALER RESIN | | |0093 601(B) 1353 1010.000 TON | 30.00000 30300.00| 35.00000 35350.00| 35.00000 35350.00 TYPE I-A PLAIN RIPRAP | | |0094 601(C) 1355 210.200 TON | 27.00000 5675.40| 30.00000 6306.00| 30.00000 6306.00 TYPE I-A FILTER BLANKET | | |0095 613(H) 6204 82.000 LF | 10.00000 820.00| 25.00000 2050.00| 25.00000 2050.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0096 613(I) 6207 22.000 LF | 10.00000 220.00| 15.00000 330.00| 15.00000 330.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0097 619(D) 1397 1.000 LSUM | 32000.00000 32000.00| 12000.00000 12000.00| 23000.00000 23000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 753,732.25| $ 784,567.15| $ 795,567.15------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0098 804(A) 2915 3.080 CY | 410.00000 1262.80| 300.00000 924.00| 300.00000 924.00 STRUCTURAL CONCRETE | | |0099 804(B) 2916 518.000 LB | 2.00000 1036.00| 1.00000 518.00| 1.00000 518.00 REINFORCING STEEL | | |0100 805(A) 8722 1.000 LSUM | 2000.00000 2000.00| 1000.00000 1000.00| 1000.00000 1000.00 (PL)REMOVAL OF EXISTING SIGNS | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -7 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420364440 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |KOSS CONSTRUCTION COMPANY & |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0101 805(D) 8756 10.000 EA | 150.00000 1500.00| 100.00000 1000.00| 100.00000 1000.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0102 850(A) 8110 760.500 SF | 17.00000 12928.50| 12.00000 9126.00| 12.00000 9126.00 SHEET ALUMINUM SIGNS | | |0103 850(B) 8112 82.500 SF | 22.00000 1815.00| 20.00000 1650.00| 20.00000 1650.00 EXTRUDED ALUMINUM PANEL SIGNS | | |0104 851(A) 3206 111.000 LF | 17.00000 1887.00| 20.00000 2220.00| 20.00000 2220.00 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0105 851(B) 3217 30.000 LF | 18.00000 540.00| 16.00000 480.00| 16.00000 480.00 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0106 851(B) 3218 62.000 LF | 20.00000 1240.00| 15.00000 930.00| 15.00000 930.00 3"@7.58 GALV.STEEL PIPE POST | | |0107 851(C) 8324 1241.000 LF | 8.00000 9928.00| 6.00000 7446.00| 6.00000 7446.00 2" SQUARE TUBE POST | | |0108 855(A) 8812 105000.000 LF | 0.50000 52500.00| 0.34000 35700.00| 0.35000 36750.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0109 855(B) 8818 24.000 EA | 100.00000 2400.00| 75.00000 1800.00| 75.00000 1800.00 TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0110 857(A) 8839 47520.000 LF | 0.17000 8078.40| 0.07000 3326.40| 0.08000 3801.60 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0111 857(F) 8006 43600.000 LF | 0.15000 6540.00| 0.07000 3052.00| 0.08000 3488.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0112 871(B) 8705 975.000 SD | 3.50000 3412.50| 5.00000 4875.00| 5.00000 4875.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0113 877(B) 8484 2000.000 LF | 20.00000 40000.00| 26.00000 52000.00| 29.00000 58000.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0114 877(C) 8486 2000.000 LF | 3.50000 7000.00| 3.00000 6000.00| 4.00000 8000.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0115 880(A) 8812 650.000 SD | 5.00000 3250.00| 1.00000 650.00| 1.00000 650.00 ARROW DISPLAY(TYPE C) | | |0116 880(B) 8818 11375.000 SD | 0.25000 2843.75| 0.50000 5687.50| 0.50000 5687.50 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0117 880(B) 8821 35425.000 SD | 0.80000 28340.00| 0.10000 3542.50| 0.10000 3542.50 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0118 880(B) 8824 4225.000 SD | 1.50000 6337.50| 4.00000 16900.00| 4.00000 16900.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -8 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420364440 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |KOSS CONSTRUCTION COMPANY & |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0119 880(C) 8842 3900.000 SD | 0.50000 1950.00| 2.00000 7800.00| 2.00000 7800.00 CONSTRUCTION BARRICADES(TYPE III) | | |0120 880(C) 8848 1300.000 SD | 1.00000 1300.00| 0.10000 130.00| 0.10000 130.00 WING BARRICADES | | |0121 880(D) 8854 137475.000 SD | 0.10000 13747.50| 0.02000 2749.50| 0.03000 4124.25 VERTICAL PANELS | | |0122 880(E) 8860 3250.000 SD | 0.50000 1625.00| 1.00000 3250.00| 1.00000 3250.00 WARNING LIGHTS(TYPE A) | | |0123 880(F) 8878 47450.000 SD | 0.25000 11862.50| 0.04000 1898.00| 0.05000 2372.50 DRUMS | | |0124 880(G) 8884 137475.000 SD | 0.30000 41242.50| 0.10000 13747.50| 0.10000 13747.50 TUBE CHANNELIZERS | | |0125 882(A) 8306 325.000 SD | 20.00000 6500.00| 10.00000 3250.00| 10.00000 3250.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 273,066.95| $ 191,652.40| $ 203,462.85------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0126 642(B) 0096 1.000 LSUM | 127350.00000 127350.00| 77560.00000 77560.00| 60375.00000 60375.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 127,350.00| $ 77,560.00| $ 60,375.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0127 220 2800 1.000 LSUM | 6000.00000 6000.00| 5000.00000 5000.00| 18000.00000 18000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0128 640(A) 1426 1.000 EA | 10000.00000 10000.00| 25000.00000 25000.00| 6090.00000 6090.00 FIELD OFFICE | | |0129 641 1552 1.000 LSUM | 500000.00000 500000.00| 357195.00000 357195.00| 389000.00000 389000.00 MOBILIZATION | | |0130 643 0087 1.000 LSUM | 20000.00000 20000.00| 90000.00000 90000.00| 56840.00000 56840.00 (SP)CONTRACTORS QUALITY CONTROL | | | SECTION TOTALS | $ 536,000.00| $ 477,195.00| $ 469,930.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,349,894.75| $ 9,371,835.00| $ 9,517,498.58====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -9 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 208746250 |( ) |( ) |GLOVER & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 29139.88000 29139.88| | CLEARING AND GRUBBING | | |0002 202(A) 0183 96175.000 CY | 4.88000 469334.00| | UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 150699.000 CY | 4.53000 682666.47| | UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 103003.02000 103003.02| | TYPE A-SALVAGED TOPSOIL | | |0005 210 0121 20161.000 LF | 8.59000 173182.99| | OBLITERATING ABANDONED ROAD | | |0006 221(C) 2801 11330.000 LF | 3.19000 36142.70| | TEMPORARY SILT FENCE | | |0007 221(D) 2803 9.000 EA | 462.41000 4161.69| | TEMPORARY SEDIMENT FILTER | | |0008 221(E) 2804 1.000 EA | 1670.58000 1670.58| | TEMPORARY SEDIMENT BASIN | | |0009 221(F) 0100 1557.000 LF | 5.82000 9061.74| | TEMPORARY SILT DIKE | | |0010 221(G) 0150 31.000 CY | 271.50000 8416.50| | TEMPORARY ROCK FILTER DAM TYPE 1 | | |0011 230(A) 2806 324150.000 SY | 1.38000 447327.00| | SOLID SLAB SODDING | | |0012 233(A) 2817 68.000 AC | 200.00000 13600.00| | VEGETATIVE MULCHING | | |0013 234(A) 2824 33.000 TON | 767.33000 25321.89| | FERTILIZING (10-20-10) | | |0014 241 2832 115.000 AC | 50.00000 5750.00| | MOWING | | |0015 303(A) 2100 34991.000 CY | 31.81000 1113063.71| | AGGREGATE BASE TYPE A | | |0016 325 5271 113886.000 SY | 1.02000 116163.72| | SEPARATOR FABRIC | | |0017 402(E) 0225 16412.000 TON | 18.22000 299026.64| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0018 407(B) 0250 22002.000 GAL | 2.50000 55005.00| | TACK COAT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -10 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 208746250 |( ) |( ) |GLOVER & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 408 5774 73856.000 GAL | 0.80000 59084.80| | PRIME COAT | | |0020 411(B) 5935 11616.000 TON | 67.63000 785590.08| | SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0021 411(B) 5945 22076.000 TON | 60.39000 1333169.64| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0022 411(C) 5950 17912.000 TON | 75.23000 1347519.76| | SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0023 411(C) 5960 3637.000 TON | 64.22000 233568.14| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0024 412 5267 956.000 SY | 7.74000 7399.44| | COLD MILLING PAVEMENT | | |0025 501(A) 0313 43.000 CY | 62.60000 2691.80| | STRUCTURAL EXCAVATION UNCLASSIFIED | | |0026 509(A) 0319 138.000 CY | 485.11000 66945.18| | CLASS AA CONCRETE | | |0027 509(D) 0325 463.000 CY | 283.36000 131195.68| | CLASS C CONCRETE | | |0028 511(A) 0332 16792.000 LB | 1.13000 18974.96| | REINFORCING STEEL | | |0029 611(G) 5704 3.000 EA | 1586.80000 4760.40| | INLET CDI RCP DES. 1 | | |0030 611(G) 5705 2.000 EA | 2380.20000 4760.40| | INLET CDI RCP DES. 2 | | |0031 611(G) 5706 2.000 EA | 2436.87000 4873.74| | INLET CDI RCP DES. 3 | | |0032 611(G) 6002 2.000 EA | 1700.14000 3400.28| | INLET (SMD-TYPE 2) | | |0033 611(H) 5790 2.680 VF | 524.85000 1406.60| | ADD'L DEPTH IN INLET CDI RCP DES. 2 | | |0034 611(H) 5791 17.740 VF | 146.57000 2600.15| | ADD'L DEPTH IN INLET CDI RCP DES. 3 | | |0035 613(A) 0491 2477.000 LF | 29.98000 74260.46| | 18" R.C.PIPE CLASS III | | |0036 613(A) 0492 870.000 LF | 43.85000 38149.50| | 24" R.C.PIPE CLASS III | | |0037 613(A) 0493 329.000 LF | 59.89000 19703.81| | 30" R.C.PIPE CLASS III | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -11 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 208746250 |( ) |( ) |GLOVER & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 613(A) 0494 134.000 LF | 100.50000 13467.00| | 36" R.C.PIPE CLASS III | | |0039 613(A) 4495 640.000 LF | 69.08000 44211.20| | 22" X 13" R.C.PIPE ARCH CLASS A-III | | |0040 613(A) 4496 136.000 LF | 75.89000 10321.04| | 28" X 18" R.C.PIPE ARCH CLASS A-III | | |0041 613(B) 0689 2544.000 LF | 23.51000 59809.44| | 18" CORR. GALV. STEEL PIPE | | |0042 613(B) 0690 154.000 LF | 45.52000 7010.08| | 24" CORR. GALV. STEEL PIPE | | |0043 613(B) 4527 288.000 LF | 61.68000 17763.84| | 21" X 15" CORR. GALV. STEEL PIPE ARCH | | |0044 613(B) 4528 44.000 LF | 125.33000 5514.52| | 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0045 613(H) 0500 1443.000 LF | 5.00000 7215.00| | 8" PERFORATED PIPE UNDERDRAIN ROUND | | |0046 613(I) 1097 478.000 LF | 5.00000 2390.00| | 8" NON-PERF.PIPE UNDERDRAIN RND. | | |0047 613(L) 4515 2.000 EA | 2285.16000 4570.32| | 28" X 18" PREFAB. CULVERT END SECTION, | | | ARCH | | |0048 613(L) 5726 1.000 EA | 2095.53000 2095.53| | 18" PREFAB. CULVERT END SECTION, ROUND | | |0049 613(L) 5730 1.000 EA | 3594.99000 3594.99| | 24" PREFAB. CULVERT END SECTION, ROUND | | |0050 613(L) 5732 2.000 EA | 3750.10000 7500.20| | 30" PREFAB. CULVERT END SECTION, ROUND | | |0051 613(L) 5734 2.000 EA | 4042.63000 8085.26| | 36" PREFAB. CULVERT END SECTION, ROUND | | |0052 613(M) 7196 54.000 EA | 1048.42000 56614.68| | TYPE A6 CULVERT END TREATMENT | | |0053 613(M) 7197 5.000 EA | 1133.43000 5667.15| | TYPE B6 CULVERT END TREATMENT | | |0054 613(M) 7198 1.000 EA | 1360.12000 1360.12| | TYPE C6 CULVERT END TREATMENT | | |0055 613(Q) 5946 7.000 EA | 566.71000 3966.97| | OUTLET LATERAL HEADWALL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -12 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 208746250 |( ) |( ) |GLOVER & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0056 613(T) 1187 945.000 CY | 38.00000 35910.00| | STANDARD BEDDING MATERIAL, CLASS C | | |0057 613(U) 1100 430.000 CY | 42.00000 18060.00| | PIPE UNDERDRAIN COVER MAT'L. | | |0058 613(V) 1180 2088.000 CY | 15.32000 31988.16| | TRENCH EXCAVATION | | |0059 619(A) 0920 1.000 LSUM | 115719.27000 115719.27| | REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0060 619(B) 0291 2.000 EA | 2440.92000 4881.84| | REMOVAL OF HEADWALL | | |0061 619(B) 4728 2820.000 SY | 3.00000 8460.00| | REMOVAL OF ASPHALT PAVEMENT | | |0062 619(B) 4780 478.000 LF | 4.00000 1912.00| | REMOVAL OF GUARDRAIL | | |0063 619(C) 0924 5915.000 LF | 0.96000 5678.40| | SAWING PAVEMENT | | |0064 623(A) 0932 800.000 LF | 17.17000 13736.00| | BEAM GUARDRAIL W-BEAM SINGLE | | |0065 623(F) 4447 2.000 EA | 510.05000 1020.10| | GUARDRAIL ANCHOR UNIT (TYPE B) | | |0066 623(G) 8571 2.000 EA | 2380.20000 4760.40| | GUARDRAIL END TREATMENT (GET) | | |0067 623(I) 8675 4.000 EA | 1841.82000 7367.28| | GUARDRAIL BRIDGE CONNECTION-TYPE A | | |0068 629(A) 4958 14.000 EA | 85.01000 1190.14| | MAILBOX INSTALLATION-SINGLE | | |0069 629(B) 4959 5.000 EA | 141.68000 708.40| | MAILBOX INSTALLATION-MULTIPLE | | |0070 629(C) 4960 25.000 EA | 22.67000 566.75| | MAILBOX | | |0071 629(D) 4961 24.000 EA | 9.07000 217.68| | REMOVAL OF MAILBOX INSTALLATION | | |0072 853 9066 24.000 EA | 11.33000 271.92| | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | | SECTION TOTALS | $ 8,245,698.03| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13
PAGE : 010 -13
TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA
LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
====================================================================================================================================
|( 3 ) 208746250 |( ) |( )
|GLOVER & ASSOCIATES, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 BRIDGE 'A'
| | |
0073 501(B) 1307 80.000 CY | 17.00000 1360.00| |
SUBSTRUCTURE EXCAVATION COMMON | | |
0074 501(G) 6309 257.800 CY | 147.35000 37986.83| |
CLSM BACKFILL | | |
0075 503(A) 1312 696.010 LF | 243.69000 169610.68| |
PRESTRESSED CONCRETE BEAMS (TYPE III) | | |
0076 504(A) 1304 214.400 SY | 198.35000 42526.24| |
APPROACH SLAB | | |
0077 504(B) 1305 834.100 SY | 5.67000 4729.35| |
SAW-CUT GROOVING | | |
0078 504(D) 6245 447.000 LF | 85.01000 37999.47| |
CONCRETE RAIL (TR4) | | |
0079 506(A) 1322 1040.000 LB | 2.55000 2652.00| |
STRUCTURAL STEEL | | |
0080 507(A) 6172 8.000 EA | 963.41000 7707.28| |
WEATHERING STEEL FIXED BEARING ASSEMBLY | | |
0081 507(B) 6174 16.000 EA | 2074.17000 33186.72| |
STAINLESS STEEL EXPANSION BEARING | | |
ASSEMBLY | | |
0082 507(C) 6282 16.000 EA | 283.36000 4533.76| |
ELASTOMERIC BEARING PADS | | |
0083 509(A) 1326 211.300 CY | 651.72000 137708.44| |
CLASS AA CONCRETE | | |
0084 509(B) 1328 142.300 CY | 651.72000 92739.76| |
CLASS A CONCRETE | | |
0085 511(A) 1332 1360.000 LB | 1.13000 1536.80| |
REINFORCING STEEL | | |
0086 511(B) 6010 84760.000 LB | 1.25000 105950.00| |
EPOXY COATED REINFORCING STEEL | | |
0087 514(A) 6010 630.000 LF | 51.00000 32130.00| |
PILES, FURNISHED (HP 10X42) | | |
0088 514(B) 6292 630.000 LF | 17.00000 10710.00| |
PILES, DRIVEN (HP 10X42) | | |
0089 515(A) 6013 931.000 SY | 4.53000 4217.43| |
WATER REPELLENT (VISUALLY INSPECTED) | | |
0090 516(A) 6096 132.000 LF | 782.07000 103233.24| |
DRILLED SHAFTS 60" DIAMETER | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -14 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 208746250 |( ) |( ) |GLOVER & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0091 523(A) 6550 162.000 LF | 6.80000 1101.60| | SEALER CRACK PREPARATION | | |0092 523(B) 6560 1.100 GAL | 340.03000 374.03| | SEALER RESIN | | |0093 601(B) 1353 1010.000 TON | 39.67000 40066.70| | TYPE I-A PLAIN RIPRAP | | |0094 601(C) 1355 210.200 TON | 34.00000 7146.80| | TYPE I-A FILTER BLANKET | | |0095 613(H) 6204 82.000 LF | 28.34000 2323.88| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0096 613(I) 6207 22.000 LF | 17.00000 374.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0097 619(D) 1397 1.000 LSUM | 13601.13000 13601.13| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 895,506.14| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0098 804(A) 2915 3.080 CY | 340.03000 1047.29| | STRUCTURAL CONCRETE | | |0099 804(B) 2916 518.000 LB | 1.13000 585.34| | REINFORCING STEEL | | |0100 805(A) 8722 1.000 LSUM | 1133.42000 1133.42| | (PL)REMOVAL OF EXISTING SIGNS | | |0101 805(D) 8756 10.000 EA | 113.34000 1133.40| | (PL)REMOVE & RESET EXISTING SIGNS | | |0102 850(A) 8110 760.500 SF | 13.60000 10342.80| | SHEET ALUMINUM SIGNS | | |0103 850(B) 8112 82.500 SF | 22.67000 1870.28| | EXTRUDED ALUMINUM PANEL SIGNS | | |0104 851(A) 3206 111.000 LF | 22.67000 2516.37| | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0105 851(B) 3217 30.000 LF | 18.14000 544.20| | 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0106 851(B) 3218 62.000 LF | 17.00000 1054.00| | 3"@7.58 GALV.STEEL PIPE POST | | |0107 851(C) 8324 1241.000 LF | 6.80000 8438.80| | 2" SQUARE TUBE POST | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -15 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 208746250 |( ) |( ) |GLOVER & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0108 855(A) 8812 105000.000 LF | 0.39000 40950.00| | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0109 855(B) 8818 24.000 EA | 85.01000 2040.24| | TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0110 857(A) 8839 47520.000 LF | 0.08000 3801.60| | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0111 857(F) 8006 43600.000 LF | 0.08000 3488.00| | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0112 871(B) 8705 975.000 SD | 5.67000 5528.25| | (SP)CONST.ZONE IMPACT ATTEN. | | |0113 877(B) 8484 2000.000 LF | 18.00000 36000.00| | DELIVER PORTABLE LONGITUDINAL BARRIER | | |0114 877(C) 8486 2000.000 LF | 4.47000 8940.00| | RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0115 880(A) 8812 650.000 SD | 1.13000 734.50| | ARROW DISPLAY(TYPE C) | | |0116 880(B) 8818 11375.000 SD | 0.57000 6483.75| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0117 880(B) 8821 35425.000 SD | 0.11000 3896.75| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0118 880(B) 8824 4225.000 SD | 4.53000 19139.25| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0119 880(C) 8842 3900.000 SD | 2.27000 8853.00| | CONSTRUCTION BARRICADES(TYPE III) | | |0120 880(C) 8848 1300.000 SD | 0.11000 143.00| | WING BARRICADES | | |0121 880(D) 8854 137475.000 SD | 0.02000 2749.50| | VERTICAL PANELS | | |0122 880(E) 8860 3250.000 SD | 1.13000 3672.50| | WARNING LIGHTS(TYPE A) | | |0123 880(F) 8878 47450.000 SD | 0.05000 2372.50| | DRUMS | | |0124 880(G) 8884 137475.000 SD | 0.11000 15122.25| | TUBE CHANNELIZERS | | |0125 882(A) 8306 325.000 SD | 11.33000 3682.25| | PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 196,263.24| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 010 -16 TABULATION OF BIDS
CALL ORDER : 010 CONTRACT ID : 130001 COUNTIES : ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 208746250 |( ) |( ) |GLOVER & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0126 642(B) 0096 1.000 LSUM | 115677.61000 115677.61| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 115,677.61| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0127 220 2800 1.000 LSUM | 1500.00000 1500.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0128 640(A) 1426 1.000 EA | 2833.57000 2833.57| | FIELD OFFICE | | |0129 641 1552 1.000 LSUM | 340028.27000 340028.27| | MOBILIZATION | | |0130 643 0087 1.000 LSUM | 102008.48000 102008.48| | (SP)CONTRACTORS QUALITY CONTROL | | | SECTION TOTALS | $ 446,370.32| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 9,899,515.34| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 020 -1 TABULATION OF BIDS
CALL ORDER : 020 CONTRACT ID : 130004 COUNTIES : PITTSBURG ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 60 CALENDAR DAYS BRIDGE PAINTING RURAL PROJECT(S) : STPY-203B(013) US-69/SH-9A: AT MULTIPLE LOCATIONS IN DIVISION II.
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 998,189.70 158.7366% 100.0000% 1 593105837 -- V. H. P. ENTERPRISES, INC. $ 628,834.00 100.0000% 62.9974% 2 454034656 -- MONOKO, LLC $ 642,221.40 102.1289% 64.3386% 3 593364954 -- POSEIDON CONSTRUCTION, INC. $ 672,346.00 106.9195% 67.3565% 4 680607827 -- SPARTAN CONTRACTING, LLC $ 675,000.00 107.3415% 67.6224% 5 593114052 -- K.V.K. CONTRACTING, INC. $ 683,872.20 108.7524% 68.5112% 6 460842257 -- KMX PAINTING, INC. $ 738,359.40 117.4172% 73.9698% 7 371538095 -- EURO PAINT, LLC $ 799,114.00 127.0787% 80.0563% 8 593220391 -- P & H STUCCO & CONSTRUCTION, INC. $ 838,875.20 133.4017% 84.0397% 9 431635176 -- THOMAS INDUSTRIAL COATINGS, INC. $ 1,099,969.64 174.9221% 110.1965%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 593105837 |( 2 ) 454034656 |ENGINEER'S ESTIMATE |V. H. P. ENTERPRISES, INC. |MONOKO, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE 'A' | | |0001 512(A) 1323 1.000 LSUM | 318000.00000 318000.00| 302600.00000 302600.00| 245000.00000 245000.00 PAINTING EXISTING STRUCTURES | | |0002 512(B) 6303 1.000 LSUM | 62000.00000 62000.00| 5000.00000 5000.00| 5205.00000 5205.00 COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 380,000.00| $ 307,600.00| $ 250,205.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'B' | | |0003 512(A) 1323 1.000 LSUM | 425000.00000 425000.00| 275953.00000 275953.00| 326000.00000 326000.00 PAINTING EXISTING STRUCTURES | | |0004 512(B) 6303 1.000 LSUM | 97000.00000 97000.00| 5000.00000 5000.00| 7000.00000 7000.00 COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 522,000.00| $ 280,953.00| $ 333,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 020 -2 TABULATION OF BIDS
CALL ORDER : 020 CONTRACT ID : 130004 COUNTIES : PITTSBURG ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 593105837 |( 2 ) 454034656 |ENGINEER'S ESTIMATE |V. H. P. ENTERPRISES, INC. |MONOKO, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0005 823 8478 60.000 SD | 150.00000 9000.00| 30.00000 1800.00| 100.00000 6000.00 (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | | |0006 855(A) 8812 6500.000 LF | 0.50000 3250.00| 1.00000 6500.00| 0.10000 650.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0007 857(A) 8839 4062.000 LF | 0.10000 406.20| 0.25000 1015.50| 0.10000 406.20 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0008 857(F) 8006 4062.000 LF | 0.25000 1015.50| 0.25000 1015.50| 0.10000 406.20 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0009 876(A) 8482 180.000 SD | 25.00000 4500.00| 15.00000 2700.00| 0.50000 90.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0010 880(A) 8812 60.000 SD | 10.00000 600.00| 2.00000 120.00| 1.00000 60.00 ARROW DISPLAY(TYPE C) | | |0011 880(B) 8818 1260.000 SD | 0.30000 378.00| 0.10000 126.00| 0.20000 252.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0012 880(B) 8821 120.000 SD | 0.75000 90.00| 0.10000 12.00| 0.50000 60.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0013 880(B) 8824 1080.000 SD | 1.50000 1620.00| 0.10000 108.00| 0.20000 216.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0014 880(C) 8842 480.000 SD | 0.60000 288.00| 0.10000 48.00| 0.20000 96.00 CONSTRUCTION BARRICADES(TYPE III) | | |0015 880(C) 8848 360.000 SD | 1.10000 396.00| 0.20000 72.00| 0.20000 72.00 WING BARRICADES | | |0016 880(E) 8860 840.000 SD | 0.15000 126.00| 0.10000 84.00| 0.20000 168.00 WARNING LIGHTS(TYPE A) | | |0017 880(F) 8878 2400.000 SD | 0.15000 360.00| 0.10000 240.00| 0.10000 240.00 DRUMS | | |0018 880(G) 8890 2400.000 SD | 0.10000 240.00| 0.10000 240.00| 0.10000 240.00 CHANNELIZER CONES | | |0019 882(A) 8306 120.000 SD | 16.00000 1920.00| 10.00000 1200.00| 0.50000 60.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 24,189.70| $ 15,281.00| $ 9,016.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 020 -3 TABULATION OF BIDS
CALL ORDER : 020 CONTRACT ID : 130004 COUNTIES : PITTSBURG ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 593105837 |( 2 ) 454034656 |ENGINEER'S ESTIMATE |V. H. P. ENTERPRISES, INC. |MONOKO, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0020 641 1399 1.000 LSUM | 72000.00000 72000.00| 25000.00000 25000.00| 50000.00000 50000.00 MOBILIZATION | | | SECTION TOTALS | $ 72,000.00| $ 25,000.00| $ 50,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 998,189.70| $ 628,834.00| $ 642,221.40====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 020 -4 TABULATION OF BIDS
CALL ORDER : 020 CONTRACT ID : 130004 COUNTIES : PITTSBURG ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 593364954 |( 4 ) 680607827 |( 5 ) 593114052 |POSEIDON CONSTRUCTION, INC. |SPARTAN CONTRACTING, LLC |K.V.K. CONTRACTING, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE 'A' | | |0001 512(A) 1323 1.000 LSUM | 311086.90000 311086.90| 255000.00000 255000.00| 99900.00000 99900.00 PAINTING EXISTING STRUCTURES | | |0002 512(B) 6303 1.000 LSUM | 5000.00000 5000.00| 20000.00000 20000.00| 149711.00000 149711.00 COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 316,086.90| $ 275,000.00| $ 249,611.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'B' | | |0003 512(A) 1323 1.000 LSUM | 311086.90000 311086.90| 334644.70000 334644.70| 133200.00000 133200.00 PAINTING EXISTING STRUCTURES | | |0004 512(B) 6303 1.000 LSUM | 5000.00000 5000.00| 20000.00000 20000.00| 199900.00000 199900.00 COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 316,086.90| $ 354,644.70| $ 333,100.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0005 823 8478 60.000 SD | 150.00000 9000.00| 1.00000 60.00| 5.00000 300.00 (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | | |0006 855(A) 8812 6500.000 LF | 1.00000 6500.00| 1.10000 7150.00| 0.15000 975.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0007 857(A) 8839 4062.000 LF | 0.50000 2031.00| 0.50000 2031.00| 0.05000 203.10 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0008 857(F) 8006 4062.000 LF | 0.10000 406.20| 0.15000 609.30| 0.05000 203.10 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0009 876(A) 8482 180.000 SD | 1.00000 180.00| 1.00000 180.00| 2.00000 360.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0010 880(A) 8812 60.000 SD | 1.00000 60.00| 1.00000 60.00| 3.75000 225.00 ARROW DISPLAY(TYPE C) | | |0011 880(B) 8818 1260.000 SD | 0.25000 315.00| 0.35000 441.00| 0.25000 315.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0012 880(B) 8821 120.000 SD | 0.25000 30.00| 1.50000 180.00| 0.50000 60.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0013 880(B) 8824 1080.000 SD | 0.25000 270.00| 2.00000 2160.00| 0.60000 648.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 020 -5 TABULATION OF BIDS
CALL ORDER : 020 CONTRACT ID : 130004 COUNTIES : PITTSBURG ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 593364954 |( 4 ) 680607827 |( 5 ) 593114052 |POSEIDON CONSTRUCTION, INC. |SPARTAN CONTRACTING, LLC |K.V.K. CONTRACTING, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0014 880(C) 8842 480.000 SD | 0.25000 120.00| 0.50000 240.00| 0.50000 240.00 CONSTRUCTION BARRICADES(TYPE III) | | |0015 880(C) 8848 360.000 SD | 0.25000 90.00| 1.00000 360.00| 0.75000 270.00 WING BARRICADES | | |0016 880(E) 8860 840.000 SD | 0.25000 210.00| 0.10000 84.00| 0.05000 42.00 WARNING LIGHTS(TYPE A) | | |0017 880(F) 8878 2400.000 SD | 0.25000 600.00| 0.35000 840.00| 0.25000 600.00 DRUMS | | |0018 880(G) 8890 2400.000 SD | 0.10000 240.00| 0.35000 840.00| 0.25000 600.00 CHANNELIZER CONES | | |0019 882(A) 8306 120.000 SD | 1.00000 120.00| 1.00000 120.00| 2.00000 240.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 20,172.20| $ 15,355.30| $ 5,281.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0020 641 1399 1.000 LSUM | 20000.00000 20000.00| 30000.00000 30000.00| 95880.00000 95880.00 MOBILIZATION | | | SECTION TOTALS | $ 20,000.00| $ 30,000.00| $ 95,880.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 672,346.00| $ 675,000.00| $ 683,872.20====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 020 -6 TABULATION OF BIDS
CALL ORDER : 020 CONTRACT ID : 130004 COUNTIES : PITTSBURG ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 6 ) 460842257 |( 7 ) 371538095 |( 8 ) 593220391 |KMX PAINTING, INC. |EURO PAINT, LLC |P & H STUCCO & CONSTRUCTION,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE 'A' | | |0001 512(A) 1323 1.000 LSUM | 165000.00000 165000.00| 291872.00000 291872.00| 338000.00000 338000.00 PAINTING EXISTING STRUCTURES | | |0002 512(B) 6303 1.000 LSUM | 122349.00000 122349.00| 4000.00000 4000.00| 2000.00000 2000.00 COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 287,349.00| $ 295,872.00| $ 340,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'B' | | |0003 512(A) 1323 1.000 LSUM | 220000.00000 220000.00| 393480.00000 393480.00| 438000.00000 438000.00 PAINTING EXISTING STRUCTURES | | |0004 512(B) 6303 1.000 LSUM | 163392.00000 163392.00| 5000.00000 5000.00| 2000.00000 2000.00 COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 383,392.00| $ 398,480.00| $ 440,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0005 823 8478 60.000 SD | 10.00000 600.00| 30.00000 1800.00| 3.00000 180.00 (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | | |0006 855(A) 8812 6500.000 LF | 0.10000 650.00| 0.70000 4550.00| 1.30000 8450.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0007 857(A) 8839 4062.000 LF | 0.10000 406.20| 0.50000 2031.00| 1.30000 5280.60 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0008 857(F) 8006 4062.000 LF | 0.10000 406.20| 0.50000 2031.00| 1.30000 5280.60 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0009 876(A) 8482 180.000 SD | 10.00000 1800.00| 6.00000 1080.00| 1.50000 270.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0010 880(A) 8812 60.000 SD | 10.00000 600.00| 1.00000 60.00| 2.00000 120.00 ARROW DISPLAY(TYPE C) | | |0011 880(B) 8818 1260.000 SD | 0.10000 126.00| 0.10000 126.00| 1.00000 1260.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0012 880(B) 8821 120.000 SD | 5.00000 600.00| 0.10000 12.00| 1.00000 120.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0013 880(B) 8824 1080.000 SD | 0.20000 216.00| 0.10000 108.00| 1.00000 1080.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 020 -7 TABULATION OF BIDS
CALL ORDER : 020 CONTRACT ID : 130004 COUNTIES : PITTSBURG ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 6 ) 460842257 |( 7 ) 371538095 |( 8 ) 593220391 |KMX PAINTING, INC. |EURO PAINT, LLC |P & H STUCCO & CONSTRUCTION,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0014 880(C) 8842 480.000 SD | 0.20000 96.00| 0.05000 24.00| 1.50000 720.00 CONSTRUCTION BARRICADES(TYPE III) | | |0015 880(C) 8848 360.000 SD | 0.20000 72.00| 0.05000 18.00| 1.25000 450.00 WING BARRICADES | | |0016 880(E) 8860 840.000 SD | 0.15000 126.00| 0.05000 42.00| 0.50000 420.00 WARNING LIGHTS(TYPE A) | | |0017 880(F) 8878 2400.000 SD | 0.15000 360.00| 0.05000 120.00| 0.75000 1800.00 DRUMS | | |0018 880(G) 8890 2400.000 SD | 0.15000 360.00| 0.15000 360.00| 0.75000 1800.00 CHANNELIZER CONES | | |0019 882(A) 8306 120.000 SD | 10.00000 1200.00| 45.00000 5400.00| 1.20000 144.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 7,618.40| $ 17,762.00| $ 27,375.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0020 641 1399 1.000 LSUM | 60000.00000 60000.00| 87000.00000 87000.00| 31500.00000 31500.00 MOBILIZATION | | | SECTION TOTALS | $ 60,000.00| $ 87,000.00| $ 31,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 738,359.40| $ 799,114.00| $ 838,875.20====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 020 -8 TABULATION OF BIDS
CALL ORDER : 020 CONTRACT ID : 130004 COUNTIES : PITTSBURG ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 9 ) 431635176 |( ) |( ) |THOMAS INDUSTRIAL COATINGS, | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE 'A' | | |0001 512(A) 1323 1.000 LSUM | 380756.00000 380756.00| | PAINTING EXISTING STRUCTURES | | |0002 512(B) 6303 1.000 LSUM | 66751.00000 66751.00| | COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 447,507.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'B' | | |0003 512(A) 1323 1.000 LSUM | 507758.00000 507758.00| | PAINTING EXISTING STRUCTURES | | |0004 512(B) 6303 1.000 LSUM | 89198.00000 89198.00| | COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 596,956.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0005 823 8478 60.000 SD | 180.00000 10800.00| | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | | |0006 855(A) 8812 6500.000 LF | 1.20000 7800.00| | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0007 857(A) 8839 4062.000 LF | 0.60000 2437.20| | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0008 857(F) 8006 4062.000 LF | 0.12000 487.44| | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0009 876(A) 8482 180.000 SD | 66.00000 11880.00| | (PL)TRUCK MOUNTED ATTENUATOR | | |0010 880(A) 8812 60.000 SD | 18.00000 1080.00| | ARROW DISPLAY(TYPE C) | | |0011 880(B) 8818 1260.000 SD | 0.42000 529.20| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0012 880(B) 8821 120.000 SD | 1.20000 144.00| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0013 880(B) 8824 1080.000 SD | 2.40000 2592.00| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 020 -9 TABULATION OF BIDS
CALL ORDER : 020 CONTRACT ID : 130004 COUNTIES : PITTSBURG ATOKA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 9 ) 431635176 |( ) |( ) |THOMAS INDUSTRIAL COATINGS, | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0014 880(C) 8842 480.000 SD | 0.60000 288.00| | CONSTRUCTION BARRICADES(TYPE III) | | |0015 880(C) 8848 360.000 SD | 1.20000 432.00| | WING BARRICADES | | |0016 880(E) 8860 840.000 SD | 0.12000 100.80| | WARNING LIGHTS(TYPE A) | | |0017 880(F) 8878 2400.000 SD | 0.42000 1008.00| | DRUMS | | |0018 880(G) 8890 2400.000 SD | 0.42000 1008.00| | CHANNELIZER CONES | | |0019 882(A) 8306 120.000 SD | 66.00000 7920.00| | PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 48,506.64| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0020 641 1399 1.000 LSUM | 7000.00000 7000.00| | MOBILIZATION | | | SECTION TOTALS | $ 7,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,099,969.64| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 030 -1 TABULATION OF BIDS
CALL ORDER : 030 CONTRACT ID : 130009 COUNTIES : BECKHAM LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-105B(187)SR US-283: FROM THE GREER COUNTY LINE, EXTEND NORTH. PROJECT LENGTH = 8.0 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,386,014.00 103.7878% 100.0000% 1 731130155 -- CASWELL CONTRACTING, INC. $ 1,335,430.31 100.0000% 96.3504% 2 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 1,432,356.90 107.2581% 103.3436% 3 730707928 -- CORNELL CONST. CO., INC. $ 1,523,229.10 114.0628% 109.9000% 4 202347198 -- R. K. HALL CONSTRUCTION, LTD. $ 1,655,697.17 123.9823% 119.4575% 5 581401469 -- APAC-CENTRAL, INC. $ 1,709,415.96 128.0049% 123.3332%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731130155 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |CASWELL CONTRACTING, INC. |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5960 17643.000 TON | 73.00000 1287939.00| 72.47000 1278588.21| 78.30000 1381446.90 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0002 412 5267 2000.000 SY | 6.00000 12000.00| 6.92000 13840.00| 4.60000 9200.00 COLD MILLING PAVEMENT | | |0003 856(A) 8530 125500.000 LF | 0.65000 81575.00| 0.33000 41415.00| 0.32000 40160.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 880(J) 8905 1.000 LSUM | 4500.00000 4500.00| 1587.10000 1587.10| 1550.00000 1550.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,386,014.00| $ 1,335,430.31| $ 1,432,356.90------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,386,014.00| $ 1,335,430.31| $ 1,432,356.90====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 030 -2 TABULATION OF BIDS
CALL ORDER : 030 CONTRACT ID : 130009 COUNTIES : BECKHAM LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730707928 |( 4 ) 202347198 |( 5 ) 581401469 |CORNELL CONST. CO., INC. |R. K. HALL CONSTRUCTION, LTD |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5960 17643.000 TON | 83.70000 1476719.10| 91.19000 1608865.17| 89.58000 1580459.94 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0002 412 5267 2000.000 SY | 2.83000 5660.00| 3.87000 7740.00| 5.47000 10940.00 COLD MILLING PAVEMENT | | |0003 856(A) 8530 125500.000 LF | 0.30000 37650.00| 0.30000 37650.00| 0.30000 37650.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 880(J) 8905 1.000 LSUM | 3200.00000 3200.00| 1442.00000 1442.00| 80366.02000 80366.02 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,523,229.10| $ 1,655,697.17| $ 1,709,415.96------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,523,229.10| $ 1,655,697.17| $ 1,709,415.96====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 035 -1 TABULATION OF BIDS
CALL ORDER : 035 CONTRACT ID : 130073 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000 CONTRACT DESCRIPTION : CONTRACT TIME : 180 CALENDAR DAYS GRADE, DRAIN, AND SURFACE RURAL PROJECT(S) : NHY-206N(003) US-270: FROM 3.0 MILES SOUTH OF SH-33, EXTEND SOUTH. PROJECT LENGTH = 2.329 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 3,928,028.65 98.4655% 100.0000% 1 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 3,989,244.87 100.0000% 101.5584% 2 730707928 -- CORNELL CONST. CO., INC. $ 4,037,598.19 101.2121% 102.7894% 3 730731258 -- HASKELL LEMON CONST. CO. $ 4,305,274.98 107.9221% 109.6040%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 730707928 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |CORNELL CONST. CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 14000.00000 14000.00| 500.00000 500.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 4993.000 CY | 6.00000 29958.00| 16.25000 81136.25| 3.77000 18823.61 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 1000.000 CY | 10.00000 10000.00| 15.65000 15650.00| 5.00000 5000.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 19080.00000 19080.00| 15000.00000 15000.00| 5309.30000 5309.30 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1200.000 LF | 3.00000 3600.00| 1.60000 1920.00| 1.22000 1464.00 TEMPORARY SILT FENCE | | |0006 221(D) 2803 1.000 EA | 175.00000 175.00| 256.25000 256.25| 233.00000 233.00 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 800.000 LF | 6.00000 4800.00| 9.25000 7400.00| 9.12000 7296.00 TEMPORARY SILT DIKE | | |0008 230(A) 2806 27477.000 SY | 2.00000 54954.00| 1.20000 32972.40| 1.24000 34071.48 SOLID SLAB SODDING | | |0009 232(B) 2814 1.000 AC | 525.00000 525.00| 446.00000 446.00| 519.00000 519.00 SEEDING METHOD B | | |0010 233(A) 2817 6.000 AC | 500.00000 3000.00| 615.00000 3690.00| 544.00000 3264.00 VEGETATIVE MULCHING | | |0011 241 2832 12.000 AC | 100.00000 1200.00| 66.50000 798.00| 128.00000 1536.00 MOWING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 035 -2 TABULATION OF BIDS
CALL ORDER : 035 CONTRACT ID : 130073 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 730707928 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |CORNELL CONST. CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 307(A) 4200 2886.000 TON | 60.00000 173160.00| 66.30000 191341.80| 64.92000 187359.12 FLY ASH | | |0013 307(D) 4230 158.000 TON | 150.00000 23700.00| 169.00000 26702.00| 100.00000 15800.00 LIME | | |0014 307(E) 4240 57192.000 SY | 3.00000 171576.00| 2.35000 134401.20| 1.63000 93222.96 CEMENTITIOUS STABILIZED SUBGRADE | | |0015 307(G) 4260 8581.000 SY | 2.50000 21452.50| 1.85000 15874.85| 1.01000 8666.81 LIME PRETREATMENT | | |0016 402(E) 0225 100.000 TON | 40.00000 4000.00| 30.75000 3075.00| 29.87000 2987.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0017 407(B) 0250 12473.000 GAL | 2.00000 24946.00| 2.90000 36171.70| 2.45000 30558.85 TACK COAT | | |0018 408 5774 20490.000 GAL | 5.00000 102450.00| 5.65000 115768.50| 2.00000 40980.00 PRIME COAT | | |0019 411(B) 5935 6926.000 TON | 71.00000 491746.00| 75.40000 522220.40| 86.02000 595774.52 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0020 411(B) 5945 19764.000 TON | 67.00000 1324188.00| 66.00000 1304424.00| 75.55000 1493170.20 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0021 411(C) 5950 11267.000 TON | 78.00000 878826.00| 81.00000 912627.00| 92.08000 1037465.36 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0022 411(C) 5960 1367.000 TON | 78.00000 106626.00| 73.70000 100747.90| 90.30000 123440.10 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0023 412 5267 59573.000 SY | 1.50000 89359.50| 2.85000 169783.05| 0.64000 38126.72 COLD MILLING PAVEMENT | | |0024 509(D) 0325 25.000 CY | 270.00000 6750.00| 463.00000 11575.00| 110.00000 2750.00 CLASS C CONCRETE | | |0025 619(A) 0920 1.000 LSUM | 10000.00000 10000.00| 8000.00000 8000.00| 22520.49000 22520.49 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0026 623 0100 2.000 EA | 500.00000 1000.00| 512.00000 1024.00| 550.00000 1100.00 (PL)GUARDRAIL CURBING | | |0027 623(A) 0932 682.000 LF | 18.00000 12276.00| 12.00000 8184.00| 15.30000 10434.60 BEAM GUARDRAIL W-BEAM SINGLE | | |0028 623(G) 8590 2.000 EA | 2250.00000 4500.00| 1840.00000 3680.00| 1995.00000 3990.00 GUARDRAIL END TREATMENT (31") | | |0029 623(I) 8700 2.000 EA | 1500.00000 3000.00| 2125.00000 4250.00| 1350.00000 2700.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 3,581,848.00| $ 3,743,119.30| $ 3,789,063.12------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 035 -3 TABULATION OF BIDS
CALL ORDER : 035 CONTRACT ID : 130073 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 730707928 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |CORNELL CONST. CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC TEMPORARY | | |0030 857(E) 8887 1506.000 EA | 0.90000 1355.40| 0.43000 647.58| 0.50000 753.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0031 880(B) 8818 2520.000 SD | 0.30000 756.00| 0.10000 252.00| 0.10000 252.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0032 880(B) 8821 720.000 SD | 0.75000 540.00| 2.40000 1728.00| 2.25000 1620.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0033 880(B) 8824 2520.000 SD | 1.25000 3150.00| 2.45000 6174.00| 2.00000 5040.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0034 880(C) 8842 540.000 SD | 1.00000 540.00| 0.05000 27.00| 2.25000 1215.00 CONSTRUCTION BARRICADES(TYPE III) | | |0035 880(C) 8848 720.000 SD | 1.50000 1080.00| 0.05000 36.00| 1.00000 720.00 WING BARRICADES | | |0036 880(E) 8860 10980.000 SD | 0.15000 1647.00| 0.02000 219.60| 0.05000 549.00 WARNING LIGHTS(TYPE A) | | |0037 880(F) 8878 15660.000 SD | 0.15000 2349.00| 0.05000 783.00| 0.05000 783.00 DRUMS | | | SECTION TOTALS | $ 11,417.40| $ 9,867.18| $ 10,932.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC PERMANENT | | |0038 413(A) 4861 49611.000 LF | 0.11144 5528.65| 0.05000 2480.55| 0.16000 7937.76 RUMBLE STRIP-METHOD HMA-CON | | |0039 805(A) 8724 13.000 EA | 50.00000 650.00| 20.00000 260.00| 100.00000 1300.00 (PL)REMOVAL OF EXISTING SIGNS | | |0040 850(A) 8110 363.000 SF | 20.00000 7260.00| 27.50000 9982.50| 15.00000 5445.00 SHEET ALUMINUM SIGNS | | |0041 851(C) 8324 370.000 LF | 8.50000 3145.00| 3.10000 1147.00| 7.50000 2775.00 2" SQUARE TUBE POST | | |0042 851(C) 8330 198.000 LF | 10.00000 1980.00| 3.50000 693.00| 7.50000 1485.00 2 1/2" SQUARE TUBE POST | | |0043 856(A) 8530 75041.000 LF | 0.60000 45024.60| 0.40000 30016.40| 0.35000 26264.35 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0044 856(A) 8548 558.000 LF | 1.20000 669.60| 1.25000 697.50| 1.00000 558.00 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | |0045 856(B) 8860 16.000 EA | 85.00000 1360.00| 148.50000 2376.00| 100.00000 1600.00 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 035 -4 TABULATION OF BIDS
CALL ORDER : 035 CONTRACT ID : 130073 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 730707928 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |CORNELL CONST. CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0046 857(F) 8006 13818.000 LF | 0.30000 4145.40| 0.08000 1105.44| 0.25000 3454.50 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | | SECTION TOTALS | $ 69,763.25| $ 48,758.39| $ 50,819.61------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0047 642(B) 0096 1.000 LSUM | 40000.00000 40000.00| 24000.00000 24000.00| 5434.34000 5434.34 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 40,000.00| $ 24,000.00| $ 5,434.34------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0048 220 2800 1.000 LSUM | 5000.00000 5000.00| 20000.00000 20000.00| 949.12000 949.12 SWPPP DOCUMENTATION AND MANAGEMENT | | |0049 641 1552 1.000 LSUM | 200000.00000 200000.00| 110000.00000 110000.00| 159400.00000 159400.00 MOBILIZATION | | |0050 643 0087 1.000 LSUM | 20000.00000 20000.00| 33500.00000 33500.00| 21000.00000 21000.00 (SP)CONTRACTORS QUALITY CONTROL | | | SECTION TOTALS | $ 225,000.00| $ 163,500.00| $ 181,349.12------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,928,028.65| $ 3,989,244.87| $ 4,037,598.19====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 035 -5 TABULATION OF BIDS
CALL ORDER : 035 CONTRACT ID : 130073 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( ) |( ) |HASKELL LEMON CONST. CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 17000.00000 17000.00| | CLEARING AND GRUBBING | | |0002 202(A) 0183 4993.000 CY | 14.60000 72897.80| | UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 1000.000 CY | 5.00000 5000.00| | UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 37000.00000 37000.00| | TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1200.000 LF | 3.75000 4500.00| | TEMPORARY SILT FENCE | | |0006 221(D) 2803 1.000 EA | 1000.00000 1000.00| | TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 800.000 LF | 9.00000 7200.00| | TEMPORARY SILT DIKE | | |0008 230(A) 2806 27477.000 SY | 1.75000 48084.75| | SOLID SLAB SODDING | | |0009 232(B) 2814 1.000 AC | 475.00000 475.00| | SEEDING METHOD B | | |0010 233(A) 2817 6.000 AC | 600.00000 3600.00| | VEGETATIVE MULCHING | | |0011 241 2832 12.000 AC | 100.00000 1200.00| | MOWING | | |0012 307(A) 4200 2886.000 TON | 72.25000 208513.50| | FLY ASH | | |0013 307(D) 4230 158.000 TON | 100.00000 15800.00| | LIME | | |0014 307(E) 4240 57192.000 SY | 1.75000 100086.00| | CEMENTITIOUS STABILIZED SUBGRADE | | |0015 307(G) 4260 8581.000 SY | 1.00000 8581.00| | LIME PRETREATMENT | | |0016 402(E) 0225 100.000 TON | 48.00000 4800.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0017 407(B) 0250 12473.000 GAL | 2.50000 31182.50| | TACK COAT | | |0018 408 5774 20490.000 GAL | 3.00000 61470.00| | PRIME COAT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 035 -6 TABULATION OF BIDS
CALL ORDER : 035 CONTRACT ID : 130073 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( ) |( ) |HASKELL LEMON CONST. CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(B) 5935 6926.000 TON | 87.50000 606025.00| | SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0020 411(B) 5945 19764.000 TON | 80.00000 1581120.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0021 411(C) 5950 11267.000 TON | 91.35000 1029240.45| | SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0022 411(C) 5960 1367.000 TON | 93.00000 127131.00| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0023 412 5267 59573.000 SY | 0.60000 35743.80| | COLD MILLING PAVEMENT | | |0024 509(D) 0325 25.000 CY | 400.00000 10000.00| | CLASS C CONCRETE | | |0025 619(A) 0920 1.000 LSUM | 51000.00000 51000.00| | REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0026 623 0100 2.000 EA | 600.00000 1200.00| | (PL)GUARDRAIL CURBING | | |0027 623(A) 0932 682.000 LF | 16.00000 10912.00| | BEAM GUARDRAIL W-BEAM SINGLE | | |0028 623(G) 8590 2.000 EA | 2200.00000 4400.00| | GUARDRAIL END TREATMENT (31") | | |0029 623(I) 8700 2.000 EA | 2500.00000 5000.00| | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 4,090,162.80| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC TEMPORARY | | |0030 857(E) 8887 1506.000 EA | 0.50000 753.00| | (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0031 880(B) 8818 2520.000 SD | 0.11000 277.20| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0032 880(B) 8821 720.000 SD | 2.55000 1836.00| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0033 880(B) 8824 2520.000 SD | 2.60000 6552.00| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0034 880(C) 8842 540.000 SD | 0.10000 54.00| | CONSTRUCTION BARRICADES(TYPE III) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 035 -7 TABULATION OF BIDS
CALL ORDER : 035 CONTRACT ID : 130073 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( ) |( ) |HASKELL LEMON CONST. CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0035 880(C) 8848 720.000 SD | 0.10000 72.00| | WING BARRICADES | | |0036 880(E) 8860 10980.000 SD | 0.03000 329.40| | WARNING LIGHTS(TYPE A) | | |0037 880(F) 8878 15660.000 SD | 0.10000 1566.00| | DRUMS | | | SECTION TOTALS | $ 11,439.60| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC PERMANENT | | |0038 413(A) 4861 49611.000 LF | 0.20000 9922.20| | RUMBLE STRIP-METHOD HMA-CON | | |0039 805(A) 8724 13.000 EA | 50.00000 650.00| | (PL)REMOVAL OF EXISTING SIGNS | | |0040 850(A) 8110 363.000 SF | 30.00000 10890.00| | SHEET ALUMINUM SIGNS | | |0041 851(C) 8324 370.000 LF | 3.50000 1295.00| | 2" SQUARE TUBE POST | | |0042 851(C) 8330 198.000 LF | 3.70000 732.60| | 2 1/2" SQUARE TUBE POST | | |0043 856(A) 8530 75041.000 LF | 0.38000 28515.58| | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0044 856(A) 8548 558.000 LF | 1.30000 725.40| | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | |0045 856(B) 8860 16.000 EA | 160.00000 2560.00| | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0046 857(F) 8006 13818.000 LF | 0.10000 1381.80| | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | | SECTION TOTALS | $ 56,672.58| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0047 642(B) 0096 1.000 LSUM | 25000.00000 25000.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 25,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 035 -8 TABULATION OF BIDS
CALL ORDER : 035 CONTRACT ID : 130073 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( ) |( ) |HASKELL LEMON CONST. CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0048 220 2800 1.000 LSUM | 1000.00000 1000.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0049 641 1552 1.000 LSUM | 82000.00000 82000.00| | MOBILIZATION | | |0050 643 0087 1.000 LSUM | 39000.00000 39000.00| | (SP)CONTRACTORS QUALITY CONTROL | | | SECTION TOTALS | $ 122,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,305,274.98| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 050 -1 TABULATION OF BIDS
CALL ORDER : 050 CONTRACT ID : 130011 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-106C(119)SR SH-51: FROM 0.98 MILES EAST OF SH-8, EXTEND EAST. SSR-106C(120)SR SH-8: FROM 1.0 MILE NORTH OF SH-51, EXTEND NORTH. PROJECT LENGTH = 7.38 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,337,344.00 84.7525% 100.0000% 1 480664815 -- J & R SAND COMPANY, INC. $ 1,577,939.80 100.0000% 117.9906% 2 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 1,596,346.30 101.1665% 119.3669% 3 730731258 -- HASKELL LEMON CONST. CO. $ 1,700,482.10 107.7660% 127.1537% 4 730707928 -- CORNELL CONST. CO., INC. $ 1,725,858.58 109.3742% 129.0512% 5 470351868 -- DOBSON BROTHERS. CONST. CO. $ 1,782,372.33 112.9557% 133.2770%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480664815 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |J & R SAND COMPANY, INC. |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-106C(119)SR | | |0001 411(C) 5960 11049.000 TON | 73.00000 806577.00| 90.40000 998829.60| 90.50000 999934.50 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0002 412 5267 2000.000 SY | 6.00000 12000.00| 3.00000 6000.00| 6.50000 13000.00 COLD MILLING PAVEMENT | | |0003 856(A) 8530 77433.000 LF | 0.65000 50331.45| 0.31000 24004.23| 0.32000 24778.56 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 880(J) 8905 1.000 LSUM | 4500.00000 4500.00| 3800.00000 3800.00| 4500.00000 4500.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 873,408.45| $ 1,032,633.83| $ 1,042,213.06------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 ROADWAY - SSR-106C(120)SR | | |0005 411(C) 5960 5822.000 TON | 73.00000 425006.00| 90.40000 526308.80| 90.50000 526891.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0006 412 5267 2000.000 SY | 6.00000 12000.00| 3.00000 6000.00| 6.60000 13200.00 COLD MILLING PAVEMENT | | |0007 856(A) 8530 34507.000 LF | 0.65000 22429.55| 0.31000 10697.17| 0.32000 11042.24 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 050 -2 TABULATION OF BIDS
CALL ORDER : 050 CONTRACT ID : 130011 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480664815 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |J & R SAND COMPANY, INC. |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0008 880(J) 8905 1.000 LSUM | 4500.00000 4500.00| 2300.00000 2300.00| 3000.00000 3000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 463,935.55| $ 545,305.97| $ 554,133.24------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,337,344.00| $ 1,577,939.80| $ 1,596,346.30====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 050 -3 TABULATION OF BIDS
CALL ORDER : 050 CONTRACT ID : 130011 COUNTIES : BLAINE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( 4 ) 730707928 |( 5 ) 470351868 |HASKELL LEMON CONST. CO. |CORNELL CONST. CO., INC. |DOBSON BROTHERS. CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-106C(119)SR | | |0001 411(C) 5960 11049.000 TON | 97.50000 1077277.50| 99.27000 1096834.23| 102.00000 1126998.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0002 412 5267 2000.000 SY | 2.50000 5000.00| 2.97000 5940.00| 4.35000 8700.00 COLD MILLING PAVEMENT | | |0003 856(A) 8530 77433.000 LF | 0.34000 26327.22| 0.31000 24004.23| 0.33000 25552.89 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 880(J) 8905 1.000 LSUM | 4500.00000 4500.00| 4958.69000 4958.69| 4440.96000 4440.96 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,113,104.72| $ 1,131,737.15| $ 1,165,691.85------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 ROADWAY - SSR-106C(120)SR | | |0005 411(C) 5960 5822.000 TON | 97.50000 567645.00| 98.68000 574514.96| 102.00000 593844.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0006 412 5267 2000.000 SY | 2.50000 5000.00| 2.97000 5940.00| 4.35000 8700.00 COLD MILLING PAVEMENT | | |0007 856(A) 8530 34507.000 LF | 0.34000 11732.38| 0.31000 10697.17| 0.33000 11387.31 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0008 880(J) 8905 1.000 LSUM | 3000.00000 3000.00| 2969.30000 2969.30| 2749.17000 2749.17 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 587,377.38| $ 594,121.43| $ 616,680.48------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,700,482.10| $ 1,725,858.58| $ 1,782,372.33====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -1 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 400 CALENDAR DAYS GRADE, DRAIN, SURFACE, AND BRIDGE RURAL PROJECT(S) : STPY-207C(007) SH-78: FROM THE US-69 JUNCTION, EXTEND NORTH TO SH-48. PROJECT LENGTH = 3.125 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 12,767,062.57 107.7057% 100.0000% 1 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 11,853,651.59 100.0000% 92.8456% 2 420364440 -- KOSS CONSTRUCTION COMPANY & SUBSIDIARY $ 12,940,810.94 109.1715% 101.3609% 3 731452852 -- OVERLAND CORPORATION $ 13,995,919.59 118.0726% 109.6252% 4 202347198 -- R. K. HALL CONSTRUCTION, LTD. $ 15,186,680.82 128.1182% 118.9520%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 10000.00000 10000.00| 29980.00000 29980.00| 79500.00000 79500.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 173548.000 CY | 4.25000 737579.00| 4.25000 737579.00| 4.45000 772288.60 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 9680.000 CY | 6.00000 58080.00| 5.10000 49368.00| 5.46000 52852.80 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 30000.00000 30000.00| 58080.00000 58080.00| 115000.00000 115000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 3525.000 LF | 3.00000 10575.00| 1.16000 4089.00| 1.16000 4089.00 TEMPORARY SILT FENCE | | |0006 221(D) 2803 1.000 EA | 115.00000 115.00| 1340.00000 1340.00| 145.00000 145.00 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 812.000 LF | 8.00000 6496.00| 7.68000 6236.16| 7.68000 6236.16 TEMPORARY SILT DIKE | | |0008 221(G) 0150 69.000 CY | 90.00000 6210.00| 40.00000 2760.00| 40.00000 2760.00 TEMPORARY ROCK FILTER DAM TYPE 1 | | |0009 230(A) 2806 165953.000 SY | 1.50000 248929.50| 1.24000 205781.72| 1.24000 205781.72 SOLID SLAB SODDING | | |0010 233(A) 2817 60.000 AC | 350.00000 21000.00| 411.00000 24660.00| 411.00000 24660.00 VEGETATIVE MULCHING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -2 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 234(A) 2824 17.000 TON | 550.00000 9350.00| 688.00000 11696.00| 688.00000 11696.00 FERTILIZING (10-20-10) | | |0012 241 2832 60.000 AC | 60.00000 3600.00| 96.00000 5760.00| 96.00000 5760.00 MOWING | | |0013 303(A) 2100 52915.000 CY | 30.00000 1587450.00| 36.00000 1904940.00| 33.50000 1772652.50 AGGREGATE BASE TYPE A | | |0014 307(D) 4230 3590.000 TON | 150.00000 538500.00| 151.67000 544495.30| 60.00000 215400.00 LIME | | |0015 307(H) 4270 166168.000 SY | 2.50000 415420.00| 2.69000 446991.92| 4.50000 747756.00 LIME STABILIZED SUBGRADE | | |0016 325 5271 166168.000 SY | 1.50000 249252.00| 0.85000 141242.80| 1.25000 207710.00 SEPARATOR FABRIC | | |0017 402(E) 0225 15161.000 TON | 22.00000 333542.00| 17.00000 257737.00| 17.50000 265317.50 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0018 407(B) 0250 25366.000 GAL | 2.40000 60878.40| 3.30000 83707.80| 2.50000 63415.00 TACK COAT | | |0019 408 5774 64054.000 GAL | 4.00000 256216.00| 5.40000 345891.60| 3.90000 249810.60 PRIME COAT | | |0020 411(B) 5935 18577.000 TON | 70.00000 1300390.00| 64.00000 1188928.00| 72.50000 1346832.50 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0021 411(B) 5945 42139.000 TON | 65.00000 2739035.00| 56.50000 2380853.50| 67.50000 2844382.50 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0022 411(C) 5950 12385.000 TON | 79.00000 978415.00| 80.70000 999469.50| 82.50000 1021762.50 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0023 411(C) 5960 6433.000 TON | 74.00000 476042.00| 66.00000 424578.00| 75.50000 485691.50 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0024 501(A) 0313 376.000 CY | 15.00000 5640.00| 15.00000 5640.00| 30.00000 11280.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0025 509(A) 0319 831.000 CY | 400.00000 332400.00| 290.00000 240990.00| 465.00000 386415.00 CLASS AA CONCRETE | | |0026 509(D) 0325 1067.000 CY | 250.00000 266750.00| 175.00000 186725.00| 195.00000 208065.00 CLASS C CONCRETE | | |0027 511(A) 0332 112844.000 LB | 0.90000 101559.60| 0.85000 95917.40| 0.85000 95917.40 REINFORCING STEEL | | |0028 611(G) 5393 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00| 1850.00000 1850.00 INLET CDI RCB DES. 7 | | |0029 613(B) 0690 4466.000 LF | 30.00000 133980.00| 27.00000 120582.00| 22.56000 100752.96 24" CORR. GALV. STEEL PIPE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -3 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 613(B) 4528 546.000 LF | 35.00000 19110.00| 27.00000 14742.00| 22.20000 12121.20 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0031 613(H) 0500 1172.000 LF | 10.00000 11720.00| 6.30000 7383.60| 4.70000 5508.40 8" PERFORATED PIPE UNDERDRAIN ROUND | | |0032 613(I) 1097 390.000 LF | 10.00000 3900.00| 6.30000 2457.00| 4.70000 1833.00 8" NON-PERF.PIPE UNDERDRAIN RND. | | |0033 613(M) 7197 90.000 EA | 900.00000 81000.00| 750.00000 67500.00| 800.00000 72000.00 TYPE B6 CULVERT END TREATMENT | | |0034 613(Q) 5946 4.000 EA | 500.00000 2000.00| 600.00000 2400.00| 500.00000 2000.00 OUTLET LATERAL HEADWALL | | |0035 613(U) 1100 352.000 CY | 33.00000 11616.00| 46.25000 16280.00| 43.50000 15312.00 PIPE UNDERDRAIN COVER MAT'L. | | |0036 613(V) 1180 469.000 CY | 9.00000 4221.00| 8.00000 3752.00| 7.50000 3517.50 TRENCH EXCAVATION | | |0037 619(A) 0920 1.000 LSUM | 20000.00000 20000.00| 34100.00000 34100.00| 12750.00000 12750.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0038 619(B) 0291 2.000 EA | 600.00000 1200.00| 500.00000 1000.00| 950.00000 1900.00 REMOVAL OF HEADWALL | | |0039 619(B) 4728 53489.000 SY | 3.30000 176513.70| 2.00000 106978.00| 3.48000 186141.72 REMOVAL OF ASPHALT PAVEMENT | | |0040 619(C) 0924 5313.000 LF | 3.25000 17267.25| 3.75000 19923.75| 3.00000 15939.00 SAWING PAVEMENT | | |0041 624(C) 4459 11522.000 LF | 4.25000 48968.50| 3.85000 44359.70| 3.82000 44014.04 FENCE-STYLE SWF (5 BARBED WIRE) | | |0042 629(A) 4958 5.000 EA | 50.00000 250.00| 50.00000 250.00| 50.00000 250.00 MAILBOX INSTALLATION-SINGLE | | |0043 629(B) 4959 3.000 EA | 130.00000 390.00| 125.00000 375.00| 125.00000 375.00 MAILBOX INSTALLATION-MULTIPLE | | |0044 629(C) 4960 13.000 EA | 40.00000 520.00| 25.00000 325.00| 25.00000 325.00 MAILBOX | | |0045 629(D) 4961 12.000 EA | 16.00000 192.00| 5.00000 60.00| 5.00000 60.00 REMOVAL OF MAILBOX INSTALLATION | | | SECTION TOTALS | $ 11,321,272.95| $ 10,832,905.75| $ 11,679,827.10------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" | | |0046 202(A) 1301 4485.000 CY | 5.40000 24219.00| 5.00000 22425.00| 2.00000 8970.00 UNCLASSIFIED EXCAVATION | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -4 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0047 501(A) 1306 330.000 CY | 14.00000 4620.00| 15.00000 4950.00| 30.00000 9900.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0048 509(A) 1326 794.200 CY | 425.00000 337535.00| 285.00000 226347.00| 350.00000 277970.00 CLASS AA CONCRETE | | |0049 511(A) 1332 109220.000 LB | 0.90000 98298.00| 0.85000 92837.00| 0.85000 92837.00 REINFORCING STEEL | | |0050 619(D) 1397 1.000 LSUM | 14500.00000 14500.00| 30000.00000 30000.00| 3300.00000 3300.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 479,172.00| $ 376,559.00| $ 392,977.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0051 857(A) 8839 37600.000 LF | 0.17000 6392.00| 0.10000 3760.00| 0.10000 3760.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0052 857(E) 8887 500.000 EA | 0.56000 280.00| 1.00000 500.00| 1.00000 500.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0053 857(F) 8006 7500.000 LF | 0.25000 1875.00| 0.50000 3750.00| 0.50000 3750.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0054 871(B) 8705 800.000 SD | 4.71000 3768.00| 5.00000 4000.00| 5.00000 4000.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0055 876(A) 8482 30.000 SD | 12.67000 380.10| 50.00000 1500.00| 50.00000 1500.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0056 877(B) 8484 3500.000 LF | 19.50000 68250.00| 29.00000 101500.00| 29.00000 101500.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0057 877(C) 8486 3500.000 LF | 4.85000 16975.00| 3.00000 10500.00| 3.00000 10500.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0058 880(A) 8812 1200.000 SD | 6.82000 8184.00| 1.00000 1200.00| 1.00000 1200.00 ARROW DISPLAY(TYPE C) | | |0059 880(B) 8818 19600.000 SD | 0.54000 10584.00| 0.25000 4900.00| 0.25000 4900.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0060 880(B) 8821 18000.000 SD | 0.56000 10080.00| 0.50000 9000.00| 0.50000 9000.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0061 880(B) 8824 20800.000 SD | 1.01000 21008.00| 1.00000 20800.00| 1.00000 20800.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -5 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0062 880(C) 8842 14800.000 SD | 0.42000 6216.00| 0.30000 4440.00| 0.30000 4440.00 CONSTRUCTION BARRICADES(TYPE III) | | |0063 880(C) 8848 4800.000 SD | 1.01000 4848.00| 0.50000 2400.00| 0.50000 2400.00 WING BARRICADES | | |0064 880(E) 8860 19600.000 SD | 0.19000 3724.00| 0.10000 1960.00| 0.10000 1960.00 WARNING LIGHTS(TYPE A) | | |0065 880(F) 8878 26400.000 SD | 0.11000 2904.00| 0.15000 3960.00| 0.15000 3960.00 DRUMS | | |0066 880(G) 8890 21200.000 SD | 0.13000 2756.00| 0.15000 3180.00| 0.15000 3180.00 CHANNELIZER CONES | | |0067 882(A) 8306 800.000 SD | 20.00000 16000.00| 10.00000 8000.00| 10.00000 8000.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 184,224.10| $ 185,350.00| $ 185,350.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 SIGNING | | |0068 804(A) 2915 1.440 CY | 520.00000 748.80| 300.00000 432.00| 300.00000 432.00 STRUCTURAL CONCRETE | | |0069 804(B) 2916 260.000 LB | 2.00000 520.00| 1.00000 260.00| 1.00000 260.00 REINFORCING STEEL | | |0070 805(A) 8724 48.000 EA | 60.80000 2918.40| 25.00000 1200.00| 25.00000 1200.00 (PL)REMOVAL OF EXISTING SIGNS | | |0071 805(D) 8756 20.000 EA | 150.00000 3000.00| 100.00000 2000.00| 100.00000 2000.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0072 850(A) 8110 482.420 SF | 15.40000 7429.27| 12.00000 5789.04| 12.00000 5789.04 SHEET ALUMINUM SIGNS | | |0073 850(B) 8112 51.000 SF | 22.00000 1122.00| 25.00000 1275.00| 25.00000 1275.00 EXTRUDED ALUMINUM PANEL SIGNS | | |0074 851(A) 3206 62.800 LF | 17.00000 1067.60| 20.00000 1256.00| 20.00000 1256.00 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0075 851(C) 8324 942.000 LF | 8.00000 7536.00| 6.00000 5652.00| 6.00000 5652.00 2" SQUARE TUBE POST | | |0076 856(A) 8530 81897.000 LF | 0.50000 40948.50| 0.40000 32758.80| 0.40000 32758.80 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0077 856(A) 8540 864.000 LF | 1.55000 1339.20| 1.00000 864.00| 1.00000 864.00 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0078 856(A) 8555 175.000 LF | 6.65000 1163.75| 10.00000 1750.00| 10.00000 1750.00 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -6 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0079 856(B) 8860 46.000 EA | 100.00000 4600.00| 100.00000 4600.00| 100.00000 4600.00 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 72,393.52| $ 57,836.84| $ 57,836.84------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0080 642(B) 0096 1.000 LSUM | 140000.00000 140000.00| 125000.00000 125000.00| 77920.00000 77920.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 140,000.00| $ 125,000.00| $ 77,920.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0081 220 2800 1.000 LSUM | 6000.00000 6000.00| 7000.00000 7000.00| 5500.00000 5500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0082 640(A) 1426 1.000 EA | 10000.00000 10000.00| 7000.00000 7000.00| 26000.00000 26000.00 FIELD OFFICE | | |0083 641 1552 1.000 LSUM | 554000.00000 554000.00| 262000.00000 262000.00| 515400.00000 515400.00 MOBILIZATION | | | SECTION TOTALS | $ 570,000.00| $ 276,000.00| $ 546,900.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,767,062.57| $ 11,853,651.59| $ 12,940,810.94====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -7 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 202347198 |( ) |OVERLAND CORPORATION |R. K. HALL CONSTRUCTION, LTD |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 45000.00000 45000.00| 85000.00000 85000.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 173548.000 CY | 6.00000 1041288.00| 6.50000 1128062.00| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 9680.000 CY | 6.75000 65340.00| 7.25000 70180.00| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 70000.00000 70000.00| 72000.00000 72000.00| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 3525.000 LF | 1.20000 4230.00| 1.22000 4300.50| TEMPORARY SILT FENCE | | |0006 221(D) 2803 1.000 EA | 150.00000 150.00| 152.94000 152.94| TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 812.000 LF | 7.75000 6293.00| 8.10000 6577.20| TEMPORARY SILT DIKE | | |0008 221(G) 0150 69.000 CY | 41.00000 2829.00| 42.19000 2911.11| TEMPORARY ROCK FILTER DAM TYPE 1 | | |0009 230(A) 2806 165953.000 SY | 1.26000 209100.78| 1.31000 217398.43| SOLID SLAB SODDING | | |0010 233(A) 2817 60.000 AC | 420.00000 25200.00| 433.52000 26011.20| VEGETATIVE MULCHING | | |0011 234(A) 2824 17.000 TON | 700.00000 11900.00| 725.71000 12337.07| FERTILIZING (10-20-10) | | |0012 241 2832 60.000 AC | 96.00000 5760.00| 101.26000 6075.60| MOWING | | |0013 303(A) 2100 52915.000 CY | 50.00000 2645750.00| 49.23000 2605005.45| AGGREGATE BASE TYPE A | | |0014 307(D) 4230 3590.000 TON | 158.00000 567220.00| 187.44000 672909.60| LIME | | |0015 307(H) 4270 166168.000 SY | 3.40000 564971.20| 2.14000 355599.52| LIME STABILIZED SUBGRADE | | |0016 325 5271 166168.000 SY | 1.03000 171153.04| 1.15000 191093.20| SEPARATOR FABRIC | | |0017 402(E) 0225 15161.000 TON | 18.00000 272898.00| 20.75000 314590.75| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0018 407(B) 0250 25366.000 GAL | 2.90000 73561.40| 3.64000 92332.24| TACK COAT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -8 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 202347198 |( ) |OVERLAND CORPORATION |R. K. HALL CONSTRUCTION, LTD |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 408 5774 64054.000 GAL | 4.75000 304256.50| 5.22000 334361.88| PRIME COAT | | |0020 411(B) 5935 18577.000 TON | 75.00000 1393275.00| 79.76000 1481701.52| SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0021 411(B) 5945 42139.000 TON | 71.00000 2991869.00| 70.44000 2968271.16| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0022 411(C) 5950 12385.000 TON | 86.00000 1065110.00| 92.57000 1146479.45| SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0023 411(C) 5960 6433.000 TON | 75.00000 482475.00| 77.89000 501066.37| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0024 501(A) 0313 376.000 CY | 15.50000 5828.00| 31.50000 11844.00| STRUCTURAL EXCAVATION UNCLASSIFIED | | |0025 509(A) 0319 831.000 CY | 300.00000 249300.00| 488.25000 405735.75| CLASS AA CONCRETE | | |0026 509(D) 0325 1067.000 CY | 200.00000 213400.00| 204.75000 218468.25| CLASS C CONCRETE | | |0027 511(A) 0332 112844.000 LB | 0.87000 98174.28| 0.89000 100431.16| REINFORCING STEEL | | |0028 611(G) 5393 1.000 EA | 5200.00000 5200.00| 1942.50000 1942.50| INLET CDI RCB DES. 7 | | |0029 613(B) 0690 4466.000 LF | 32.00000 142912.00| 31.50000 140679.00| 24" CORR. GALV. STEEL PIPE | | |0030 613(B) 4528 546.000 LF | 44.00000 24024.00| 33.60000 18345.60| 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0031 613(H) 0500 1172.000 LF | 9.00000 10548.00| 15.75000 18459.00| 8" PERFORATED PIPE UNDERDRAIN ROUND | | |0032 613(I) 1097 390.000 LF | 9.00000 3510.00| 15.75000 6142.50| 8" NON-PERF.PIPE UNDERDRAIN RND. | | |0033 613(M) 7197 90.000 EA | 800.00000 72000.00| 840.00000 75600.00| TYPE B6 CULVERT END TREATMENT | | |0034 613(Q) 5946 4.000 EA | 650.00000 2600.00| 787.50000 3150.00| OUTLET LATERAL HEADWALL | | |0035 613(U) 1100 352.000 CY | 48.00000 16896.00| 10.50000 3696.00| PIPE UNDERDRAIN COVER MAT'L. | | |0036 613(V) 1180 469.000 CY | 12.00000 5628.00| 12.60000 5909.40| TRENCH EXCAVATION | | |0037 619(A) 0920 1.000 LSUM | 45000.00000 45000.00| 42262.50000 42262.50| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -9 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 202347198 |( ) |OVERLAND CORPORATION |R. K. HALL CONSTRUCTION, LTD |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 619(B) 0291 2.000 EA | 2250.00000 4500.00| 997.50000 1995.00| REMOVAL OF HEADWALL | | |0039 619(B) 4728 53489.000 SY | 3.00000 160467.00| 2.68000 143350.52| REMOVAL OF ASPHALT PAVEMENT | | |0040 619(C) 0924 5313.000 LF | 2.75000 14610.75| 2.38000 12644.94| SAWING PAVEMENT | | |0041 624(C) 4459 11522.000 LF | 5.00000 57610.00| 4.73000 54499.06| FENCE-STYLE SWF (5 BARBED WIRE) | | |0042 629(A) 4958 5.000 EA | 52.00000 260.00| 52.50000 262.50| MAILBOX INSTALLATION-SINGLE | | |0043 629(B) 4959 3.000 EA | 130.00000 390.00| 131.25000 393.75| MAILBOX INSTALLATION-MULTIPLE | | |0044 629(C) 4960 13.000 EA | 26.00000 338.00| 26.25000 341.25| MAILBOX | | |0045 629(D) 4961 12.000 EA | 5.00000 60.00| 5.25000 63.00| REMOVAL OF MAILBOX INSTALLATION | | | SECTION TOTALS | $ 13,152,885.95| $ 13,560,632.87| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" | | |0046 202(A) 1301 4485.000 CY | 5.25000 23546.25| 2.10000 9418.50| UNCLASSIFIED EXCAVATION | | |0047 501(A) 1306 330.000 CY | 15.25000 5032.50| 31.50000 10395.00| STRUCTURAL EXCAVATION UNCLASSIFIED | | |0048 509(A) 1326 794.200 CY | 300.00000 238260.00| 367.50000 291868.50| CLASS AA CONCRETE | | |0049 511(A) 1332 109220.000 LB | 0.87000 95021.40| 0.89000 97205.80| REINFORCING STEEL | | |0050 619(D) 1397 1.000 LSUM | 16000.00000 16000.00| 3465.00000 3465.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 377,860.15| $ 412,352.80| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0051 857(A) 8839 37600.000 LF | 0.10000 3760.00| 0.11000 4136.00| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -10 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 202347198 |( ) |OVERLAND CORPORATION |R. K. HALL CONSTRUCTION, LTD |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0052 857(E) 8887 500.000 EA | 1.00000 500.00| 1.05000 525.00| (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0053 857(F) 8006 7500.000 LF | 0.50000 3750.00| 0.53000 3975.00| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0054 871(B) 8705 800.000 SD | 5.00000 4000.00| 5.25000 4200.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0055 876(A) 8482 30.000 SD | 50.00000 1500.00| 52.50000 1575.00| (PL)TRUCK MOUNTED ATTENUATOR | | |0056 877(B) 8484 3500.000 LF | 31.00000 108500.00| 30.45000 106575.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0057 877(C) 8486 3500.000 LF | 4.60000 16100.00| 3.15000 11025.00| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0058 880(A) 8812 1200.000 SD | 1.00000 1200.00| 1.05000 1260.00| ARROW DISPLAY(TYPE C) | | |0059 880(B) 8818 19600.000 SD | 0.25000 4900.00| 0.26000 5096.00| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0060 880(B) 8821 18000.000 SD | 0.52000 9360.00| 0.53000 9540.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0061 880(B) 8824 20800.000 SD | 1.00000 20800.00| 1.05000 21840.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0062 880(C) 8842 14800.000 SD | 0.31000 4588.00| 0.32000 4736.00| CONSTRUCTION BARRICADES(TYPE III) | | |0063 880(C) 8848 4800.000 SD | 0.52000 2496.00| 0.53000 2544.00| WING BARRICADES | | |0064 880(E) 8860 19600.000 SD | 0.10000 1960.00| 0.11000 2156.00| WARNING LIGHTS(TYPE A) | | |0065 880(F) 8878 26400.000 SD | 0.15000 3960.00| 0.16000 4224.00| DRUMS | | |0066 880(G) 8890 21200.000 SD | 0.15000 3180.00| 0.16000 3392.00| CHANNELIZER CONES | | |0067 882(A) 8306 800.000 SD | 10.25000 8200.00| 10.50000 8400.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 198,754.00| $ 195,199.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -11 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 202347198 |( ) |OVERLAND CORPORATION |R. K. HALL CONSTRUCTION, LTD |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 SIGNING | | |0068 804(A) 2915 1.440 CY | 550.00000 792.00| 315.00000 453.60| STRUCTURAL CONCRETE | | |0069 804(B) 2916 260.000 LB | 1.05000 273.00| 1.05000 273.00| REINFORCING STEEL | | |0070 805(A) 8724 48.000 EA | 25.00000 1200.00| 26.25000 1260.00| (PL)REMOVAL OF EXISTING SIGNS | | |0071 805(D) 8756 20.000 EA | 105.00000 2100.00| 105.00000 2100.00| (PL)REMOVE & RESET EXISTING SIGNS | | |0072 850(A) 8110 482.420 SF | 12.30000 5933.77| 12.60000 6078.49| SHEET ALUMINUM SIGNS | | |0073 850(B) 8112 51.000 SF | 25.25000 1287.75| 26.25000 1338.75| EXTRUDED ALUMINUM PANEL SIGNS | | |0074 851(A) 3206 62.800 LF | 20.25000 1271.70| 21.00000 1318.80| 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0075 851(C) 8324 942.000 LF | 6.00000 5652.00| 6.30000 5934.60| 2" SQUARE TUBE POST | | |0076 856(A) 8530 81897.000 LF | 0.41000 33577.77| 0.42000 34396.74| TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0077 856(A) 8540 864.000 LF | 1.00000 864.00| 1.05000 907.20| TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0078 856(A) 8555 175.000 LF | 10.50000 1837.50| 10.50000 1837.50| TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0079 856(B) 8860 46.000 EA | 105.00000 4830.00| 105.00000 4830.00| TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 59,619.49| $ 60,728.68| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0080 642(B) 0096 1.000 LSUM | 45000.00000 45000.00| 170255.57000 170255.57| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 45,000.00| $ 170,255.57| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0081 220 2800 1.000 LSUM | 4800.00000 4800.00| 5250.00000 5250.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 070 -12 TABULATION OF BIDS
CALL ORDER : 070 CONTRACT ID : 130002 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 202347198 |( ) |OVERLAND CORPORATION |R. K. HALL CONSTRUCTION, LTD |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0082 640(A) 1426 1.000 EA | 10000.00000 10000.00| 37261.90000 37261.90| FIELD OFFICE | | |0083 641 1552 1.000 LSUM | 147000.00000 147000.00| 745000.00000 745000.00| MOBILIZATION | | | SECTION TOTALS | $ 161,800.00| $ 787,511.90| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,995,919.59| $ 15,186,680.82| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 080 -1 TABULATION OF BIDS
CALL ORDER : 080 CONTRACT ID : 130013 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 14 CALENDAR DAYS RESURFACE (ASPHALT) URBAN PROJECT(S) : STPY-207B(009)SG COUNTY RD (CHOCTAW ROAD): FROM 0.25 MI E OF US-75, EXT E. US-69B: FROM THE S END OF US-69B, EXT NE IN DURANT. PROJECT LENGTH = 0.694 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 243,607.00 93.3049% 100.0000% 1 731452852 -- OVERLAND CORPORATION $ 261,087.00 100.0000% 107.1755% 2 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 277,883.75 106.4334% 114.0705% 3 202347198 -- R. K. HALL CONSTRUCTION, LTD. $ 308,640.00 118.2135% 126.6959%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731452852 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |OVERLAND CORPORATION |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 402(E) 0225 225.000 TON | 25.00000 5625.00| 23.00000 5175.00| 32.50000 7312.50 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0002 407(B) 0250 1260.000 GAL | 3.00000 3780.00| 2.50000 3150.00| 3.75000 4725.00 TACK COAT | | |0003 411(C) 5950 2275.000 TON | 85.00000 193375.00| 92.00000 209300.00| 82.90000 188597.50 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0004 412 5267 3225.000 SY | 5.00000 16125.00| 4.00000 12900.00| 4.35000 14028.75 COLD MILLING PAVEMENT | | | SECTION TOTALS | $ 218,905.00| $ 230,525.00| $ 214,663.75------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0005 855(A) 8812 16600.000 LF | 0.47000 7802.00| 0.77000 12782.00| 0.60000 9960.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0006 855(A) 8818 200.000 LF | 2.00000 400.00| 4.20000 840.00| 1.80000 360.00 TRAFFIC STRIPE(PLASTIC)(12" WIDE) | | |0007 855(B) 8818 40.000 EA | 75.00000 3000.00| 66.00000 2640.00| 85.00000 3400.00 TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0008 880(J) 8905 1.000 LSUM | 3500.00000 3500.00| 7000.00000 7000.00| 12000.00000 12000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 14,702.00| $ 23,262.00| $ 25,720.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 080 -2 TABULATION OF BIDS
CALL ORDER : 080 CONTRACT ID : 130013 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731452852 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |OVERLAND CORPORATION |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | | 0009 641 1552 1.000 LSUM | 10000.00000 10000.00| 7300.00000 7300.00| 37500.00000 37500.00 MOBILIZATION | | | SECTION TOTALS | $ 10,000.00| $ 7,300.00| $ 37,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 243,607.00| $ 261,087.00| $ 277,883.75====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 080 -3 TABULATION OF BIDS
CALL ORDER : 080 CONTRACT ID : 130013 COUNTIES : BRYAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 202347198 |( ) |( ) |R. K. HALL CONSTRUCTION, LTD | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 402(E) 0225 225.000 TON | 40.00000 9000.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0002 407(B) 0250 1260.000 GAL | 3.85000 4851.00| | TACK COAT | | |0003 411(C) 5950 2275.000 TON | 109.50000 249112.50| | SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0004 412 5267 3225.000 SY | 4.30000 13867.50| | COLD MILLING PAVEMENT | | | SECTION TOTALS | $ 276,831.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0005 855(A) 8812 16600.000 LF | 0.79000 13114.00| | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0006 855(A) 8818 200.000 LF | 4.20000 840.00| | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | | |0007 855(B) 8818 40.000 EA | 68.25000 2730.00| | TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0008 880(J) 8905 1.000 LSUM | 2625.00000 2625.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 19,309.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0009 641 1552 1.000 LSUM | 12500.00000 12500.00| | MOBILIZATION | | | SECTION TOTALS | $ 12,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 308,640.00| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -1 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 600 CALENDAR DAYS RECONSTRUCT - ADDED LANES, BRIDGE AND APPROACHES PROJECT(S) : IMY-0040-4(436) I-40: FROM MILE MARKER 136, EXTEND EAST TO MILE MARKER 140. IMY-0040-4(435)138 SH-4 (MUSTANG ROAD): OVER I-40. SBR-109N(182)SB PROJECT LENGTH = 4.664 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- PLUS B DAYS C DAYS ITEM TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME TIME: 10000 BID BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE 550 $ 52,886,919.62 $ 58,386,919.62 111.9211% 100.0000% 1 420945831A -- DUIT CONST. CO, INC./TTK CONST. CO., INC 400 $ 48,167,910.63 $ 52,167,910.63 100.0000% 89.3486% 2 731133882 -- SHERWOOD CONSTRUCTION CO., INC. 450 $ 51,392,031.18 $ 55,892,031.18 107.1387% 95.7270% 3 731297069D -- ALLEN CONTR./ MANHATTAN RD. & BR. (JV) 475 $ 51,361,761.57 $ 56,111,761.57 107.5599% 96.1033% 4 430995985 -- CHESTER BROSS CONST. CO/C.B. EQUIP., INC 550 $ 58,312,282.06 $ 63,812,282.06 122.3209% 109.2921%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - IMY-40-4(436) | | |0001 104 0300 200.000 LF | 35.00000 7000.00| 26.90000 5380.00| 28.10000 5620.00 CONSTRUCTION MISCELLANEOUS | | |0002 202(A) 0183 48613.000 CY | 5.50000 267371.50| 9.00000 437517.00| 14.77000 718014.01 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 30934.000 CY | 7.00000 216538.00| 0.25000 7733.50| 14.77000 456895.18 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 45000.00000 45000.00| 40000.00000 40000.00| 78463.20000 78463.20 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 32896.000 LF | 2.75000 90464.00| 1.88000 61844.48| 1.28000 42106.88 TEMPORARY SILT FENCE | | |0006 221(D) 2803 27.000 EA | 200.00000 5400.00| 394.95000 10663.65| 209.68000 5661.36 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 1780.000 LF | 6.50000 11570.00| 9.48000 16874.40| 8.31000 14791.80 TEMPORARY SILT DIKE | | |0008 221(H) 0450 65.000 EA | 150.00000 9750.00| 150.00000 9750.00| 209.68000 13629.20 (PL)TEMPORARY INLET SEDIMENT FILTER | | |0009 230(A) 2806 78438.000 SY | 2.20000 172563.60| 1.45000 113735.10| 1.38000 108244.44 SOLID SLAB SODDING | | |0010 233(A) 2817 15.000 AC | 500.00000 7500.00| 426.00000 6390.00| 471.01000 7065.15 VEGETATIVE MULCHING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -2 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 241 2832 48.000 AC | 70.00000 3360.00| 53.25000 2556.00| 93.30000 4478.40 MOWING | | |0012 303(A) 2100 63108.000 CY | 30.00000 1893240.00| 44.00000 2776752.00| 36.27000 2288927.16 AGGREGATE BASE TYPE A | | |0013 307(D) 4230 7951.000 TON | 125.00000 993875.00| 76.00000 604276.00| 193.14000 1535656.14 LIME | | |0014 307(H) 4270 369019.000 SY | 2.50000 922547.50| 3.00000 1107057.00| 1.98000 730657.62 LIME STABILIZED SUBGRADE | | |0015 317 4270 351438.000 SY | 10.00000 3514380.00| 11.00000 3865818.00| 11.05000 3883389.90 CEMENT TREATED BASE | | |0016 325 5271 369019.000 SY | 1.50000 553528.50| 1.30000 479724.70| 1.01000 372709.19 SEPARATOR FABRIC | | |0017 402(E) 0225 45252.000 TON | 35.00000 1583820.00| 20.00000 905040.00| 24.43000 1105506.36 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0018 408 5774 217619.000 GAL | 3.50000 761666.50| 1.00000 217619.00| 4.10000 892237.90 PRIME COAT | | |0019 411(C) 5960 259.000 TON | 115.00000 29785.00| 105.36000 27288.24| 106.79000 27658.61 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0020 412 5267 38035.000 SY | 1.70000 64659.50| 6.00000 228210.00| 2.81000 106878.35 COLD MILLING PAVEMENT | | |0021 413(C) 4868 82800.000 LF | 0.75000 62100.00| 0.16000 13248.00| 0.12000 9936.00 RUMBLE STRIP-METHOD PCC-CON | | |0022 414(A) 0210 146056.000 SY | 11.00000 1606616.00| 6.00000 876336.00| 8.44000 1232712.64 P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0023 414(B) 5725 234147.000 SY | 16.00000 3746352.00| 11.00000 2575617.00| 11.62000 2720788.14 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0024 414(E) 0225 50.000 SY | 100.00000 5000.00| 465.00000 23250.00| 29.33000 1466.50 FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0025 414(G) 5275 110859.000 CY | 95.00000 10531605.00| 85.00000 9423015.00| 90.47000 10029413.73 P.C. CONCRETE FOR PAVEMENT | | |0026 501(F) 6352 728.000 CY | 35.00000 25480.00| 38.28000 27867.84| 48.34000 35191.52 GRANULAR BACKFILL | | |0027 509(A) 0319 953.000 CY | 475.00000 452675.00| 363.31000 346234.43| 365.35000 348178.55 CLASS AA CONCRETE | | |0028 509(C) 0322 7.300 CY | 635.00000 4635.50| 3355.04000 24491.79| 505.86000 3692.78 CLASS A CONCRETE, SMALL STRUCTURES | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -3 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0029 509(D) 0325 196.100 CY | 270.00000 52947.00| 238.95000 46858.10| 252.93000 49599.57 CLASS C CONCRETE | | |0030 510(B) 6334 9834.000 SY | 200.00000 1966800.00| 154.59000 1520238.06| 169.99000 1671681.66 SOUND BARRIER WALL | | |0031 510(D) 0350 177010.000 SF | 3.15000 557581.50| 1.83000 323928.30| 1.85000 327468.50 (SP)GRAFFITI TREATMENT | | |0032 511(A) 0332 50017.000 LB | 0.90000 45015.30| 0.80000 40013.60| 0.80000 40013.60 REINFORCING STEEL | | |0033 516(A) 6091 3728.000 LF | 200.00000 745600.00| 144.23000 537689.44| 245.92000 916789.76 DRILLED SHAFTS 30" DIAMETER | | |0034 610(C) 0608 555.000 SY | 30.00000 16650.00| 23.49000 13036.95| 31.18000 17304.90 4" CONCRETE DIVIDING STRIP | | |0035 611(G) 4012 4.000 EA | 1200.00000 4800.00| 1617.76000 6471.04| 4304.62000 17218.48 SPECIAL INLET DRAIN | | |0036 611(G) 5700 8.000 EA | 3500.00000 28000.00| 6500.00000 52000.00| 2665.20000 21321.60 INLET - LONGITUDINAL BARRIER - TYPE II, | | | DES. 2 | | |0037 611(N) 3600 8.000 EA | 250.00000 2000.00| 987.19000 7897.52| 711.24000 5689.92 WELDED STEEL GRATE (30" SQ.) | | |0038 611(N) 3610 8.000 EA | 270.00000 2160.00| 1114.71000 8917.68| 839.60000 6716.80 WELDED STEEL GRATE (36" SQ.) | | |0039 612(A) 0641 1.000 EA | 600.00000 600.00| 6092.50000 6092.50| 505.86000 505.86 MANHOLES ADJUST TO GRADE | | |0040 613(A) 0492 50.000 LF | 80.00000 4000.00| 135.22000 6761.00| 100.63000 5031.50 24" R.C.PIPE CLASS III | | |0041 613(A) 0493 12.000 LF | 90.00000 1080.00| 79.15000 949.80| 186.04000 2232.48 30" R.C.PIPE CLASS III | | |0042 613(B) 0688 236.000 LF | 20.00000 4720.00| 36.66000 8651.76| 36.27000 8559.72 12" CORR. GALV. STEEL PIPE | | |0043 613(B) 0689 1200.000 LF | 30.00000 36000.00| 20.07000 24084.00| 37.20000 44640.00 18" CORR. GALV. STEEL PIPE | | |0044 613(I) 1094 23595.000 LF | 9.00000 212355.00| 4.84000 114199.80| 6.69000 157850.55 4" NON-PERF.PIPE UNDERDRAIN RND. | | |0045 613(N) 7501 1.000 EA | 2000.00000 2000.00| 8301.80000 8301.80| 2756.96000 2756.96 TYPE B4 SLOPED CONCRETE END SECTION | | |0046 613(Q) 5946 7.000 EA | 500.00000 3500.00| 373.67000 2615.69| 181.59000 1271.13 OUTLET LATERAL HEADWALL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -4 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0047 619(A) 0920 1.000 LSUM | 20000.00000 20000.00| 115000.00000 115000.00| 35410.72000 35410.72 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0048 619(B) 4727 186245.000 SY | 4.25000 791541.25| 3.20000 595984.00| 3.18000 592259.10 REMOVAL OF CONCRETE PAVEMENT | | |0049 619(B) 4728 69941.000 SY | 3.50000 244793.50| 4.33000 302844.53| 2.25000 157367.25 REMOVAL OF ASPHALT PAVEMENT | | |0050 619(B) 4915 11102.000 LF | 6.00000 66612.00| 7.94000 88149.88| 10.32000 114572.64 REMOVAL OF CONCRETE MEDIAN BARRIER | | |0051 619(B) 5151 229.000 SY | 4.50000 1030.50| 3.26000 746.54| 10.12000 2317.48 REMOVAL OF CONCRETE CHATTER MEDIAN | | |0052 625(D) 1254 430.000 LF | 50.00000 21500.00| 7.02000 3018.60| 7.81000 3358.30 REMOVE AND RECONSTRUCT GUARDRAIL | | |0053 627(A) 4317 9754.000 LF | 48.00000 468192.00| 40.00000 390160.00| 29.67000 289401.18 CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | | |0054 627(B) 4410 26.000 EA | 300.00000 7800.00| 188.00000 4888.00| 451.14000 11729.64 CONCRETE LONGITUDINAL BARRIER END | | | SECTIONS | | |0055 871(A) 8325 19.000 EA | 24000.00000 456000.00| 22841.57000 433989.83| 24905.48000 473204.12 (SP)IMPACT ATTENUATOR | | | SECTION TOTALS | $ 33,351,760.65| $ 28,897,777.55| $ 31,756,244.13------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'G' - IMY-40-4(436) | | |0056 501(B) 1307 270.000 CY | 20.00000 5400.00| 18.67000 5040.90| 18.25000 4927.50 SUBSTRUCTURE EXCAVATION COMMON | | |0057 501(G) 6309 205.000 CY | 150.00000 30750.00| 97.79000 20046.95| 105.78000 21684.90 CLSM BACKFILL | | |0058 504(A) 1304 727.600 SY | 180.00000 130968.00| 136.46000 99288.30| 135.21000 98378.80 APPROACH SLAB | | |0059 504(B) 1305 2294.000 SY | 8.00000 18352.00| 4.09000 9382.46| 4.55000 10437.70 SAW-CUT GROOVING | | |0060 504(C) 6250 87.400 LF | 250.00000 21850.00| 280.85000 24546.29| 228.40000 19962.16 SEALED EXPANSION JOINT | | |0061 504(E) 6190 573.800 LF | 85.00000 48773.00| 86.38000 49564.84| 76.76000 44044.89 42" F-SHAPED PARAPET | | |0062 506(A) 1322 284520.000 LB | 1.75000 497910.00| 1.89000 537742.80| 1.64000 466612.80 STRUCTURAL STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -5 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0063 507(A) 6172 18.000 EA | 1200.00000 21600.00| 1114.84000 20067.12| 902.59000 16246.62 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0064 507(B) 6176 54.000 EA | 1200.00000 64800.00| 1114.84000 60201.36| 969.83000 52370.82 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0065 509 6152 116.000 SY | 20.00000 2320.00| 12.94000 1501.04| 11.63000 1349.08 SPECIAL CONCRETE FINISH | | |0066 509(A) 1326 386.300 CY | 470.00000 181561.00| 446.26000 172390.24| 677.17000 261590.77 CLASS AA CONCRETE | | |0067 509(B) 1328 244.200 CY | 450.00000 109890.00| 494.38000 120727.60| 514.79000 125711.72 CLASS A CONCRETE | | |0068 511(A) 1332 1120.000 LB | 1.00000 1120.00| 1.66000 1859.20| 0.74000 828.80 REINFORCING STEEL | | |0069 511(B) 6010 132000.000 LB | 1.00000 132000.00| 1.09000 143880.00| 0.93000 122760.00 EPOXY COATED REINFORCING STEEL | | |0070 515(A) 6013 967.000 SY | 4.00000 3868.00| 3.72000 3597.24| 3.93000 3800.31 WATER REPELLENT (VISUALLY INSPECTED) | | |0071 516(A) 6091 179.000 LF | 250.00000 44750.00| 357.58000 64006.82| 236.37000 42310.23 DRILLED SHAFTS 30" DIAMETER | | |0072 516(A) 6094 64.000 LF | 550.00000 35200.00| 767.25000 49104.00| 419.88000 26872.32 DRILLED SHAFTS 48" DIAMETER | | |0073 520(A) 6058 12.000 LF | 125.00000 1500.00| 3.50000 42.00| 37.08000 444.96 PREPARATION OF CRACKS, ABOVE WATER | | |0074 520(C) 6060 1.000 GAL | 300.00000 300.00| 91.32000 91.32| 98.88000 98.88 EPOXY RESIN, ABOVE WATER | | |0075 521(A) 6210 42.000 SY | 1250.00000 52500.00| 584.36000 24543.12| 618.05000 25958.10 PNEUMATICALLY PLACED MORTAR | | |0076 523(A) 6550 172.600 LF | 5.00000 863.00| 3.03000 522.98| 3.53000 609.28 SEALER CRACK PREPARATION | | |0077 523(B) 6560 3.000 GAL | 200.00000 600.00| 101.01000 303.03| 117.72000 353.16 SEALER RESIN | | |0078 613(H) 6204 178.000 LF | 20.00000 3560.00| 47.52000 8458.56| 16.43000 2924.54 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0079 613(I) 6207 74.000 LF | 20.00000 1480.00| 20.74000 1534.76| 20.15000 1491.10 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0080 619(B) 2515 2.000 EA | 1500.00000 3000.00| 1620.00000 3240.00| 3724.51000 7449.02 REMOVAL OF BRIDGE ITEM (TYPE A) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -6 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0081 619(B) 2520 1.000 LSUM | 35000.00000 35000.00| 32400.00000 32400.00| 32421.85000 32421.85 REMOVAL OF BRIDGE ITEM (TYPE B) | | |0082 619(B) 2535 2.000 EA | 2500.00000 5000.00| 2700.00000 5400.00| 3650.00000 7300.00 REMOVAL OF BRIDGE ITEM (TYPE C) | | |0083 619(B) 2545 3.000 EA | 1500.00000 4500.00| 2160.00000 6480.00| 3505.39000 10516.17 REMOVAL OF BRIDGE ITEM (TYPE D) | | | SECTION TOTALS | $ 1,459,415.00| $ 1,465,962.93| $ 1,409,456.48------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'H' - IMY-40-4(436) | | |0084 501(B) 1307 270.000 CY | 20.00000 5400.00| 18.67000 5040.90| 18.25000 4927.50 SUBSTRUCTURE EXCAVATION COMMON | | |0085 501(G) 6309 205.000 CY | 150.00000 30750.00| 103.19000 21153.95| 105.78000 21684.90 CLSM BACKFILL | | |0086 504(A) 1304 727.600 SY | 180.00000 130968.00| 136.46000 99288.30| 135.21000 98378.80 APPROACH SLAB | | |0087 504(B) 1305 2294.000 SY | 8.00000 18352.00| 4.09000 9382.46| 4.55000 10437.70 SAW-CUT GROOVING | | |0088 504(C) 6250 87.400 LF | 250.00000 21850.00| 280.85000 24546.29| 228.40000 19962.16 SEALED EXPANSION JOINT | | |0089 504(E) 6190 573.800 LF | 85.00000 48773.00| 86.38000 49564.84| 76.76000 44044.89 42" F-SHAPED PARAPET | | |0090 506(A) 1322 284520.000 LB | 1.75000 497910.00| 1.85000 526362.00| 1.64000 466612.80 STRUCTURAL STEEL | | |0091 507(A) 6172 18.000 EA | 1200.00000 21600.00| 1114.84000 20067.12| 902.59000 16246.62 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0092 507(B) 6176 54.000 EA | 1200.00000 64800.00| 1114.84000 60201.36| 969.83000 52370.82 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0093 509 6152 115.600 SY | 20.00000 2312.00| 12.94000 1495.86| 11.63000 1344.43 SPECIAL CONCRETE FINISH | | |0094 509(A) 1326 386.300 CY | 470.00000 181561.00| 446.26000 172390.24| 665.82000 257206.27 CLASS AA CONCRETE | | |0095 509(B) 1328 243.900 CY | 450.00000 109755.00| 494.38000 120579.28| 512.70000 125047.53 CLASS A CONCRETE | | |0096 510(C) 6137 2823.000 SY | 80.00000 225840.00| 79.15000 223440.45| 82.10000 231768.30 SLOPE WALL (4") | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -7 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0097 511(A) 1332 1120.000 LB | 1.00000 1120.00| 1.66000 1859.20| 0.80000 896.00 REINFORCING STEEL | | |0098 511(B) 6010 132000.000 LB | 1.00000 132000.00| 1.14000 150480.00| 0.97000 128040.00 EPOXY COATED REINFORCING STEEL | | |0099 515(A) 6013 966.000 SY | 4.00000 3864.00| 3.03000 2926.98| 3.93000 3796.38 WATER REPELLENT (VISUALLY INSPECTED) | | |0100 516(A) 6091 209.000 LF | 250.00000 52250.00| 361.65000 75584.85| 238.78000 49905.02 DRILLED SHAFTS 30" DIAMETER | | |0101 516(A) 6094 58.000 LF | 550.00000 31900.00| 790.04000 45822.32| 425.77000 24694.66 DRILLED SHAFTS 48" DIAMETER | | |0102 520(A) 6058 12.000 LF | 125.00000 1500.00| 32.23000 386.76| 37.08000 444.96 PREPARATION OF CRACKS, ABOVE WATER | | |0103 520(C) 6060 1.000 GAL | 300.00000 300.00| 91.32000 91.32| 98.88000 98.88 EPOXY RESIN, ABOVE WATER | | |0104 521(A) 6210 31.000 SY | 1250.00000 38750.00| 584.36000 18115.16| 618.05000 19159.55 PNEUMATICALLY PLACED MORTAR | | |0105 523(A) 6550 172.600 LF | 5.00000 863.00| 3.03000 522.98| 3.53000 609.28 SEALER CRACK PREPARATION | | |0106 523(B) 6560 3.000 GAL | 200.00000 600.00| 101.01000 303.03| 117.72000 353.16 SEALER RESIN | | |0107 613(H) 6204 178.000 LF | 20.00000 3560.00| 34.56000 6151.68| 16.43000 2924.54 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0108 613(I) 6207 70.000 LF | 20.00000 1400.00| 20.72000 1450.40| 20.15000 1410.50 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0109 619(B) 2515 2.000 EA | 1500.00000 3000.00| 1620.00000 3240.00| 3724.51000 7449.02 REMOVAL OF BRIDGE ITEM (TYPE A) | | |0110 619(B) 2520 1.000 LSUM | 35000.00000 35000.00| 32400.00000 32400.00| 32421.85000 32421.85 REMOVAL OF BRIDGE ITEM (TYPE B) | | |0111 619(B) 2535 2.000 EA | 2500.00000 5000.00| 2700.00000 5400.00| 3650.00000 7300.00 REMOVAL OF BRIDGE ITEM (TYPE C) | | |0112 619(B) 2545 3.000 EA | 1500.00000 4500.00| 2160.00000 6480.00| 3505.39000 10516.17 REMOVAL OF BRIDGE ITEM (TYPE D) | | |0113 619(B) 2550 1.000 LSUM | 5000.00000 5000.00| 4320.00000 4320.00| 8757.50000 8757.50 REMOVAL OF BRIDGE ITEM (TYPE E) | | | SECTION TOTALS | $ 1,680,478.00| $ 1,689,047.73| $ 1,648,810.19------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -8 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 LIGHTING - IMY-40-4(436) | | |0114 802(A) 8306 545.000 LF | 9.00000 4905.00| 11.13000 6065.85| 7.87000 4289.15 1 1/4" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | |0115 802(B) 8340 1410.000 LF | 20.10000 28341.00| 11.41000 16088.10| 13.49000 19020.90 2" PVC SCH.40 PLASTIC CONDUIT BORED | | |0116 802(B) 8342 38960.000 LF | 5.00000 194800.00| 3.12000 121555.20| 6.74000 262590.40 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0117 803(A) 8060 17.000 EA | 450.00000 7650.00| 532.50000 9052.50| 1124.13000 19110.21 PULL BOX | | |0118 803(A) 8065 23.000 EA | 270.00000 6210.00| 263.56000 6061.88| 674.48000 15513.04 PULL BOX(SIZE I) | | |0119 804(A) 2915 142.000 CY | 475.00000 67450.00| 403.41000 57284.22| 281.03000 39906.26 STRUCTURAL CONCRETE | | |0120 804(B) 2916 10185.000 LB | 1.30000 13240.50| 1.37000 13953.45| 4.50000 45832.50 REINFORCING STEEL | | |0121 806(D) 8991 19.000 EA | 2000.00000 38000.00| 2133.23000 40531.37| 2473.09000 46988.71 45' MTG.HT.HL.PTP.(G.STL.) | | |0122 806(D) 8995 17.000 EA | 2500.00000 42500.00| 1620.09000 27541.53| 2023.44000 34398.48 36' MTG.HT.HL.PTP.(G.STL.) | | |0123 806(D) 8997 147.000 EA | 3500.00000 514500.00| 1466.26000 215540.22| 2045.92000 300750.24 38' MTG.HT.HL.PTP.(G.STL.) | | |0124 807 8092 164.000 EA | 300.00000 49200.00| 360.37000 59100.68| 562.07000 92179.48 BREAKAWAY BASE (DES. B) | | |0125 809(A) 8090 219.000 EA | 900.00000 197100.00| 1018.75000 223106.25| 786.89000 172328.91 ROADWAY LUMINAIRE | | |0126 810(A) 3118 5.000 EA | 2600.00000 13000.00| 3108.94000 15544.70| 5058.59000 25292.95 SERVICE POLE | | |0127 811 8038 87005.000 LF | 2.00000 174010.00| 1.74000 151388.70| 1.69000 147038.45 1/C NO.4 ELECTRICAL CONDUCTOR | | |0128 811 8044 26810.000 LF | 0.55000 14745.50| 0.65000 17426.50| 0.56000 15013.60 1/C NO.10 ELECTRICAL CONDUCTOR | | | SECTION TOTALS | $ 1,365,652.00| $ 980,241.15| $ 1,240,253.28------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STRIPING - IMY-40-4(436) | | |0129 856(A) 8535 131825.000 LF | 0.75000 98868.75| 0.53000 69867.25| 0.60000 79095.00 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -9 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0130 856(A) 8540 10245.000 LF | 1.25000 12806.25| 1.30000 13318.50| 1.46000 14957.70 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0131 856(A) 8548 7380.000 LF | 2.80000 20664.00| 4.54000 33505.20| 5.10000 37638.00 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | | SECTION TOTALS | $ 132,339.00| $ 116,690.95| $ 131,690.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 TRAFFIC OPERATIONS - IMY-40-4(436) | | |0132 857(A) 8839 321210.000 LF | 0.50000 160605.00| 0.07000 22484.70| 0.09000 28908.90 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0133 857(E) 8890 9269.000 EA | 0.75000 6951.75| 0.65000 6024.85| 0.73000 6766.37 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-2 | | |0134 857(F) 8006 74655.000 LF | 0.40000 29862.00| 0.19000 14184.45| 0.22000 16424.10 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0135 870(A) 8485 77760.000 SD | 1.00000 77760.00| 0.11000 8553.60| 0.12000 9331.20 SAND FILLED IMPACT ATTENUATION MODULE | | |0136 871(B) 8705 600.000 SD | 3.75000 2250.00| 6.49000 3894.00| 7.29000 4374.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0137 876(A) 8482 300.000 SD | 50.00000 15000.00| 6.49000 1947.00| 7.29000 2187.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0138 877(B) 8484 70050.000 LF | 18.00000 1260900.00| 28.00000 1961400.00| 25.37000 1777168.50 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0139 877(C) 8486 138790.000 LF | 3.00000 416370.00| 1.00000 138790.00| 2.46000 341423.40 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0140 878(B) 8487 108600.000 SD | 0.06000 6516.00| 0.11000 11946.00| 0.12000 13032.00 MODULAR GLARE SCREEN (TEMPORARY) | | |0141 880(A) 8812 1200.000 SD | 15.00000 18000.00| 1.08000 1296.00| 1.21000 1452.00 ARROW DISPLAY(TYPE C) | | |0142 880(B) 8818 124200.000 SD | 0.10000 12420.00| 0.11000 13662.00| 0.12000 14904.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0143 880(B) 8821 59400.000 SD | 0.60000 35640.00| 0.11000 6534.00| 0.12000 7128.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0144 880(B) 8824 66000.000 SD | 3.00000 198000.00| 0.11000 7260.00| 0.12000 7920.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -10 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0145 880(C) 8842 24000.000 SD | 0.50000 12000.00| 0.05000 1200.00| 0.06000 1440.00 CONSTRUCTION BARRICADES(TYPE III) | | |0146 880(C) 8848 2400.000 SD | 2.00000 4800.00| 2.16000 5184.00| 2.43000 5832.00 WING BARRICADES | | |0147 880(E) 8860 54000.000 SD | 0.25000 13500.00| 0.32000 17280.00| 0.36000 19440.00 WARNING LIGHTS(TYPE A) | | |0148 880(F) 8878 405000.000 SD | 0.10000 40500.00| 0.21000 85050.00| 0.24000 97200.00 DRUMS | | |0149 880(G) 8884 12000.000 SD | 0.25000 3000.00| 0.21000 2520.00| 0.24000 2880.00 TUBE CHANNELIZERS | | |0150 880(G) 8890 16800.000 SD | 0.30000 5040.00| 0.21000 3528.00| 0.24000 4032.00 CHANNELIZER CONES | | |0151 880(L) 8911 1080.000 HOUR | 75.00000 81000.00| 59.46000 64216.80| 61.83000 66776.40 TRAFFIC SURVEILLANCE, POLICE | | |0152 882 8370 13200.000 SD | 20.00000 264000.00| 6.49000 85668.00| 7.29000 96228.00 (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | CHANGEABLE MESSAGE SIGN | | |0153 882 8372 10800.000 SD | 15.00000 162000.00| 6.49000 70092.00| 7.29000 78732.00 (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | TRAFFIC SENSOR (PTS) | | |0154 882 8374 1200.000 SD | 15.00000 18000.00| 8.64000 10368.00| 9.72000 11664.00 (SP)SMART WORK ZONE | | | SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | | |0155 882 8376 600.000 SD | 30.00000 18000.00| 8.64000 5184.00| 9.72000 5832.00 (SP)SMART WORK ZONE SYSTEM-WEBSITE | | | SYSTEM | | |0156 882 8378 1.000 EA | 25000.00000 25000.00| 8640.97000 8640.97| 9719.21000 9719.21 (PL)SMART WORK ZONE SYSTEM SETUP | | |0157 882(A) 8306 600.000 SD | 100.00000 60000.00| 16.20000 9720.00| 18.22000 10932.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 2,947,114.75| $ 2,566,628.37| $ 2,641,727.08------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 TRAFFIC - IMY-40-4(436) | | |0158 509(D) 0325 109.280 CY | 266.00000 29068.48| 250.28000 27350.60| 323.16000 35314.92 CLASS C CONCRETE | | |0159 516(A) 6096 932.250 LF | 580.00000 540705.00| 637.27000 594094.96| 458.22000 427175.60 DRILLED SHAFTS 60" DIAMETER | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -11 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0160 804(A) 2915 21.080 CY | 490.00000 10329.20| 540.06000 11384.46| 607.46000 12805.26 STRUCTURAL CONCRETE | | |0161 804(B) 2916 7858.000 LB | 1.50000 11787.00| 1.08000 8486.64| 1.21000 9508.18 REINFORCING STEEL | | |0162 805(A) 8718 1.000 LSUM | 6500.00000 6500.00| 4860.54000 4860.54| 5467.06000 5467.06 (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE | | | & SIGNS | | |0163 805(A) 8720 1.000 LSUM | 1100.00000 1100.00| 864.10000 864.10| 971.92000 971.92 (PL)REMOVAL OF GROUND MOUNTED SIGNS | | |0164 805(A) 8722 1.000 LSUM | 380.00000 380.00| 1296.15000 1296.15| 1457.88000 1457.88 (PL)REMOVAL OF EXISTING SIGNS | | |0165 805(D) 8756 5.000 EA | 185.00000 925.00| 324.04000 1620.20| 364.48000 1822.40 (PL)REMOVE & RESET EXISTING SIGNS | | |0166 850(A) 8110 1322.820 SF | 15.00000 19842.30| 16.20000 21429.68| 18.22000 24101.78 SHEET ALUMINUM SIGNS | | |0167 850(B) 8112 1138.000 SF | 18.50000 21053.00| 19.45000 22134.10| 21.87000 24888.06 EXTRUDED ALUMINUM PANEL SIGNS | | |0168 850(B) 8114 5326.900 SF | 18.00000 95884.20| 19.45000 103608.21| 21.87000 116499.30 EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD | | | SIGNS) | | |0169 851(A) 3206 557.000 LF | 22.00000 12254.00| 15.12000 8421.84| 17.01000 9474.57 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0170 851(A) 3207 164.000 LF | 28.00000 4592.00| 18.90000 3099.60| 21.26000 3486.64 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | | |0171 851(B) 3217 136.000 LF | 15.00000 2040.00| 12.96000 1762.56| 14.58000 1982.88 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0172 851(B) 3218 400.000 LF | 19.00000 7600.00| 16.20000 6480.00| 18.22000 7288.00 3"@7.58 GALV.STEEL PIPE POST | | |0173 851(B) 3219 240.000 LF | 19.25000 4620.00| 18.36000 4406.40| 20.65000 4956.00 3 1/2"@9.11 GALV.STEEL PIPE POST | | |0174 851(C) 8324 1223.000 LF | 7.00000 8561.00| 7.02000 8585.46| 7.90000 9661.70 2" SQUARE TUBE POST | | |0175 852(D) 0315 3.000 EA | 53000.00000 159000.00| 70207.91000 210623.73| 66863.92000 200591.76 OVHD.SN.STR., MONOTUBE TYPE B 85' | | |0176 852(D) 0320 3.000 EA | 46000.00000 138000.00| 71180.02000 213540.06| 67169.55000 201508.65 OVHD.SN.STR., MONOTUBE TYPE B 90' | | |0177 852(E) 0500 21.000 EA | 40000.00000 840000.00| 46839.48000 983629.08| 42238.20000 887002.20 OVHD.SN.STR., MONOTUBE TYPE C | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -12 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0178 870(A) 8011 304.000 EA | 300.00000 91200.00| 313.24000 95224.96| 352.32000 107105.28 SAND FILLED IMPACT ATTENUATION MODULE | | | SECTION TOTALS | $ 2,005,441.18| $ 2,332,903.33| $ 2,093,070.04------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 CABLE BARRIER - IMY-40-4(436) | | |0179 509(A) 0319 342.000 CY | 450.00000 153900.00| 267.75000 91570.50| 251.58000 86040.36 CLASS AA CONCRETE | | |0180 628(B) 5125 31437.000 LF | 11.00000 345807.00| 10.22000 321286.14| 12.14000 381645.18 HIGH-TENSION CABLE BARRIER(TL-4) | | |0181 628(C) 5110 8.000 EA | 1500.00000 12000.00| 1499.39000 11995.12| 1461.83000 11694.64 END ANCHORS | | | SECTION TOTALS | $ 511,707.00| $ 424,851.76| $ 479,380.18------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 STAKING - IMY-40-4(436) | | |0182 642(B) 0096 1.000 LSUM | 150000.00000 150000.00| 168000.00000 168000.00| 142118.36000 142118.36 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 150,000.00| $ 168,000.00| $ 142,118.36------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0010 CONSTRUCTION - IMY-40-4(436) | | |0183 220 2800 1.000 LSUM | 9500.00000 9500.00| 3247.80000 3247.80| 2810.33000 2810.33 SWPPP DOCUMENTATION AND MANAGEMENT | | |0184 640(A) 1426 1.000 EA | 10000.00000 10000.00| 27650.69000 27650.69| 6744.79000 6744.79 FIELD OFFICE | | |0185 641 1552 1.000 LSUM | 2032170.40000 2032170.40| 1500000.00000 1500000.00| 2055810.52000 2055810.52 MOBILIZATION | | |0186 643 0087 1.000 LSUM | 35000.00000 35000.00| 75000.00000 75000.00| 129679.85000 129679.85 (SP)CONTRACTORS QUALITY CONTROL | | | SECTION TOTALS | $ 2,086,670.40| $ 1,605,898.49| $ 2,195,045.49------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0011 ROADWAY - IMY-40-4(435)138 | | |0187 202(A) 0183 2714.000 CY | 6.97753 18937.02| 10.00000 27140.00| 14.77000 40085.78 UNCLASSIFIED EXCAVATION | | |0188 202(D) 0184 2726.000 CY | 8.48870 23140.20| 6.50000 17719.00| 14.77000 40263.02 UNCLASSIFIED BORROW | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -13 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0189 221(C) 2801 1611.000 LF | 1.85322 2985.54| 2.05000 3302.55| 1.63000 2625.93 TEMPORARY SILT FENCE | | |0190 221(D) 2803 4.000 EA | 169.26423 677.06| 434.30000 1737.20| 209.68000 838.72 TEMPORARY SEDIMENT FILTER | | |0191 221(F) 0100 84.000 LF | 10.00000 840.00| 10.52000 883.68| 6.89000 578.76 TEMPORARY SILT DIKE | | |0192 229 4318 105.000 LF | 2.50000 262.50| 1.07000 112.35| 14.05000 1475.25 DITCH LINER PROTECTION | | |0193 230(A) 2806 12240.000 SY | 1.68854 20667.73| 1.33000 16279.20| 1.38000 16891.20 SOLID SLAB SODDING | | |0194 303(A) 2100 516.000 CY | 48.90513 25235.05| 55.00000 28380.00| 33.72000 17399.52 AGGREGATE BASE TYPE A | | |0195 307(A) 4200 532.000 TON | 62.24536 33114.53| 45.00000 23940.00| 59.65000 31733.80 FLY ASH | | |0196 307(E) 4240 9840.000 SY | 2.62925 25871.82| 3.50000 34440.00| 2.92000 28732.80 CEMENTITIOUS STABILIZED SUBGRADE | | |0197 407(B) 0250 634.000 GAL | 3.44021 2181.09| 1.60000 1014.40| 2.81000 1781.54 TACK COAT | | |0198 408 5774 4443.000 GAL | 5.21634 23176.20| 1.50000 6664.50| 4.10000 18216.30 PRIME COAT | | |0199 411(B) 5945 2562.000 TON | 75.21621 192703.93| 60.97000 156205.14| 84.31000 216002.22 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0200 411(C) 5960 513.000 TON | 99.45371 51019.75| 73.49000 37700.37| 106.79000 54783.27 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0201 414(B) 5725 5994.000 SY | 16.00000 95904.00| 18.00000 107892.00| 22.79000 136603.26 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0202 414(G) 5275 1582.000 CY | 95.00000 150290.00| 99.00000 156618.00| 122.42000 193668.44 P.C. CONCRETE FOR PAVEMENT | | |0203 509(D) 0325 23.000 CY | 265.06125 6096.41| 350.00000 8050.00| 297.90000 6851.70 CLASS C CONCRETE | | |0204 601(A) 0297 54.000 TON | 42.44377 2291.96| 48.44000 2615.76| 50.03000 2701.62 TYPE I PLAIN RIPRAP | | |0205 609(A) 0300 2089.000 LF | 11.44204 23902.42| 15.88000 33173.32| 1.94000 4052.66 CONCRETE CURB (6" BARRIER-INTEGRAL) | | |0206 609(A) 0380 896.000 LF | 4.79933 4300.20| 22.12000 19819.52| 2.29000 2051.84 CONCRETE CURB (8" BARRIER-INTEGRAL) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -14 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0207 610(A) 0602 528.000 SY | 46.03239 24305.10| 36.37000 19203.36| 28.61000 15106.08 4" CONCRETE SIDEWALK | | |0208 610(C) 0609 1819.000 SY | 41.93264 76275.47| 37.94000 69012.86| 22.30000 40563.70 6" CONCRETE DIVIDING STRIP | | |0209 610(I) 4610 64.000 SF | 32.71806 2093.96| 28.32000 1812.48| 20.78000 1329.92 TACTILE WARNING DEVICE-NEW | | |0210 611(G) 5113 4.000 EA | 3312.75902 13251.04| 6290.71000 25162.84| 2754.11000 11016.44 INLET CI DES. 2 (B) | | |0211 611(H) 5325 2.000 VF | 308.76597 617.53| 517.06000 1034.12| 186.08000 372.16 ADD'L DEPTH IN INLET CI DES. 2 | | |0212 613(A) 0491 148.000 LF | 56.75912 8400.35| 67.09000 9929.32| 58.76000 8696.48 18" R.C.PIPE CLASS III | | |0213 613(L) 5726 6.000 EA | 437.78988 2626.74| 1306.03000 7836.18| 1051.36000 6308.16 18" PREFAB. CULVERT END SECTION, ROUND | | |0214 613(T) 1187 29.000 CY | 43.19000 1252.51| 40.46000 1173.34| 22.25000 645.25 STANDARD BEDDING MATERIAL, CLASS C | | |0215 613(V) 1180 49.000 CY | 10.70259 524.43| 16.45000 806.05| 11.24000 550.76 TRENCH EXCAVATION | | |0216 619(A) 0920 1.000 LSUM | 12621.33333 12621.33| 3272.52000 3272.52| 8993.06000 8993.06 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0217 619(B) 4727 4597.000 SY | 6.27066 28826.22| 3.02000 13882.94| 5.62000 25835.14 REMOVAL OF CONCRETE PAVEMENT | | |0218 619(B) 4728 5067.000 SY | 3.55167 17996.31| 4.47000 22649.49| 3.11000 15758.37 REMOVAL OF ASPHALT PAVEMENT | | |0219 619(B) 4780 561.000 LF | 2.26774 1272.20| 2.02000 1133.22| 2.53000 1419.33 REMOVAL OF GUARDRAIL | | |0220 619(B) 4791 2474.000 LF | 5.73916 14198.68| 2.45000 6061.30| 4.50000 11133.00 REMOVAL OF CURB | | |0221 619(B) 5881 130.000 LF | 4.82958 627.85| 8.37000 1088.10| 11.24000 1461.20 REMOVAL OF CONCRETE DITCH LINER | | |0222 619(C) 0924 3171.000 LF | 2.64524 8388.06| 3.83000 12144.93| 4.50000 14269.50 SAWING PAVEMENT | | |0223 623(A) 0932 375.000 LF | 15.22395 5708.98| 16.13000 6048.75| 25.40000 9525.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0224 623(G) 8590 4.000 EA | 2247.00778 8988.03| 2140.76000 8563.04| 2147.09000 8588.36 GUARDRAIL END TREATMENT (31") | | |0225 623(I) 8700 4.000 EA | 1423.33333 5693.33| 1441.52000 5766.08| 2085.27000 8341.08 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -15 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0226 853 9066 20.000 EA | 12.00000 240.00| 10.76000 215.20| 16.86000 337.20 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | | SECTION TOTALS | $ 937,505.53| $ 900,483.11| $ 1,007,587.82------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0012 BRIDGE "A" - IMY-40-4(435)138 | | |0227 501(B) 1307 385.000 CY | 20.00000 7700.00| 29.47000 11345.95| 18.25000 7026.25 SUBSTRUCTURE EXCAVATION COMMON | | |0228 501(G) 6309 776.600 CY | 160.00000 124256.00| 103.19000 80137.35| 105.78000 82148.75 CLSM BACKFILL | | |0229 504(A) 1304 1274.000 SY | 170.00000 216580.00| 145.44000 185290.56| 144.12000 183608.88 APPROACH SLAB | | |0230 504(B) 1305 4033.100 SY | 5.00000 20165.50| 4.09000 16495.38| 4.55000 18350.61 SAW-CUT GROOVING | | |0231 504(C) 6250 215.500 LF | 275.00000 59262.50| 291.65000 62850.58| 224.42000 48362.51 SEALED EXPANSION JOINT | | |0232 504(E) 6190 955.400 LF | 85.00000 81209.00| 86.38000 82527.45| 76.76000 73336.50 42" F-SHAPED PARAPET | | |0233 506(A) 1322 938390.000 LB | 1.75000 1642182.50| 1.66000 1557727.40| 1.60000 1501424.00 STRUCTURAL STEEL | | |0234 507(A) 6170 44.000 EA | 2000.00000 88000.00| 2250.55000 99024.20| 2112.86000 92965.84 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0235 507(B) 6174 44.000 EA | 2000.00000 88000.00| 2250.55000 99024.20| 2345.13000 103185.72 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0236 509(A) 1326 999.000 CY | 450.00000 449550.00| 419.26000 418840.74| 635.00000 634365.00 CLASS AA CONCRETE | | |0237 509(B) 1328 654.100 CY | 425.00000 277992.50| 467.38000 305713.26| 487.43000 318827.96 CLASS A CONCRETE | | |0238 510(C) 6138 1606.000 SY | 70.00000 112420.00| 87.18000 140011.08| 88.81000 142628.86 SLOPE WALL (5") | | |0239 511 6306 83.000 EA | 50.00000 4150.00| 38.18000 3168.94| 14.72000 1221.76 MECHANICAL SPLICES | | |0240 511(A) 1332 4340.000 LB | 0.85000 3689.00| 1.57000 6813.80| 0.98000 4253.20 REINFORCING STEEL | | |0241 511(B) 6010 302350.000 LB | 1.00000 302350.00| 0.87000 263044.50| 1.17000 353749.50 EPOXY COATED REINFORCING STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -16 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0242 514(J) 6390 1.000 LSUM | 90000.00000 90000.00| 41995.80000 41995.80| 48831.33000 48831.33 TEMPORARY SHEET PILING | | |0243 515(A) 6013 2272.000 SY | 4.50000 10224.00| 3.03000 6884.16| 3.93000 8928.96 WATER REPELLENT (VISUALLY INSPECTED) | | |0244 516(A) 6091 172.000 LF | 300.00000 51600.00| 295.81000 50879.32| 249.72000 42951.84 DRILLED SHAFTS 30" DIAMETER | | |0245 516(A) 6092 469.000 LF | 450.00000 211050.00| 332.87000 156116.03| 288.12000 135128.28 DRILLED SHAFTS 36" DIAMETER | | |0246 516(A) 6097 363.000 LF | 600.00000 217800.00| 611.34000 221916.42| 587.52000 213269.76 DRILLED SHAFTS 66" DIAMETER | | |0247 523(A) 6550 458.800 LF | 4.00000 1835.20| 3.03000 1390.16| 3.53000 1619.56 SEALER CRACK PREPARATION | | |0248 523(B) 6560 4.000 GAL | 150.00000 600.00| 101.01000 404.04| 117.72000 470.88 SEALER RESIN | | |0249 613(H) 6204 500.000 LF | 33.00000 16500.00| 45.37000 22685.00| 14.99000 7495.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0250 613(I) 6207 500.000 LF | 32.00000 16000.00| 20.73000 10365.00| 20.15000 10075.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0251 619(D) 1397 1.000 LSUM | 225000.00000 225000.00| 108000.00000 108000.00| 127869.53000 127869.53 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 4,318,116.20| $ 3,952,651.32| $ 4,162,095.48------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0013 TRAFFIC SIGNAL - IMY-40-4(435)138 | | |0252 802(B) 8342 170.000 LF | 4.18000 710.60| 3.60000 612.00| 6.74000 1145.80 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0253 802(B) 8344 280.000 LF | 19.41000 5434.80| 15.17000 4247.60| 15.74000 4407.20 3" PVC SCH.40 PLASTIC CONDUIT BORED | | |0254 802(B) 8346 80.000 LF | 11.07000 885.60| 6.08000 486.40| 8.99000 719.20 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0255 803(A) 8065 4.000 EA | 263.73000 1054.92| 263.57000 1054.28| 674.48000 2697.92 PULL BOX(SIZE I) | | |0256 803(A) 8066 2.000 EA | 307.21000 614.42| 317.35000 634.70| 786.89000 1573.78 PULL BOX(SIZE II) | | |0257 804(A) 2915 13.600 CY | 469.25000 6381.80| 403.41000 5486.38| 337.24000 4586.46 STRUCTURAL CONCRETE | | |0258 804(B) 2916 1997.600 LB | 1.02000 2037.55| 1.37000 2736.71| 4.50000 8989.20 REINFORCING STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -17 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0259 805(A) 8726 1.000 LSUM | 2000.00000 2000.00| 5034.54000 5034.54| 5620.66000 5620.66 (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | | |0260 806(A) 8313 2.000 EA | 6600.00000 13200.00| 8492.03000 16984.06| 15737.85000 31475.70 32'MH POLE 45'TS & 10'LMA(G.STL.) | | |0261 806(A) 8355 2.000 EA | 10400.00000 20800.00| 9380.61000 18761.22| 17986.11000 35972.22 32'MH POLE,TWIN TS & 10'LMA(G.STL.) | | |0262 806(B) 8894 4.000 EA | 650.00000 2600.00| 629.32000 2517.28| 1124.13000 4496.52 10' MTG.HT.TS PED.POLE(G.STL.) | | |0263 809(A) 8090 4.000 EA | 856.50000 3426.00| 428.15000 1712.60| 562.07000 2248.28 ROADWAY LUMINAIRE | | |0264 810(A) 3118 2.000 EA | 2306.63000 4613.26| 430.30000 860.60| 2810.33000 5620.66 SERVICE POLE | | |0265 811 8040 400.000 LF | 2.26000 904.00| 1.89000 756.00| 1.69000 676.00 1/C NO.6 ELECTRICAL CONDUCTOR | | |0266 811 8044 1525.000 LF | 0.66000 1006.50| 0.65000 991.25| 0.56000 854.00 1/C NO.10 ELECTRICAL CONDUCTOR | | |0267 825 8550 2.000 EA | 15285.81000 30571.62| 32961.22000 65922.44| 20234.37000 40468.74 TRAFFIC SIGNAL CONTROLLER ASSEMBLY | | |0268 828 8132 1.000 LSUM | 27633.24000 27633.24| 34187.58000 34187.58| 33096.80000 33096.80 (PL)DETECTION SYSTEM (VIDEO) | | |0269 830 8000 4.000 EA | 950.00000 3800.00| 2176.26000 8705.04| 1124.13000 4496.52 PEDESTRIAN PUSH BUTTON | | |0270 831 8231 12.000 EA | 494.84000 5938.08| 522.82000 6273.84| 786.89000 9442.68 1WAY 3SEC. ADJ. SIG. HD. S-6 | | |0271 831 8252 2.000 EA | 462.41000 924.82| 512.06000 1024.12| 674.48000 1348.96 1WAY 3SEC. ADJ. SIG. HD. S-9 | | |0272 831 8295 4.000 EA | 390.00000 1560.00| 432.45000 1729.80| 562.07000 2248.28 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | | |0273 833 3030 14.000 EA | 67.11000 939.54| 82.29000 1152.06| 112.41000 1573.74 BACKPLATE | | |0274 834(A) 8207 1245.000 LF | 1.09000 1357.05| 1.25000 1556.25| 1.12000 1394.40 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0275 834(A) 8208 455.000 LF | 1.29000 586.95| 1.51000 687.05| 1.69000 768.95 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0276 834(A) 8213 545.000 LF | 4.15000 2261.75| 4.20000 2289.00| 3.37000 1836.65 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0277 834(B) 8220 10.000 LF | 1.10000 11.00| 2.15000 21.50| 1.12000 11.20 2/C SHIELDED LOOP DETECTOR LEAD-IN CABL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -18 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0278 850(C) 8118 76.000 SF | 31.94000 2427.44| 35.50000 2698.00| 28.10000 2135.60 MAST ARM MOUNTED SIGNS(ALUMINUM) | | | SECTION TOTALS | $ 143,680.94| $ 189,122.30| $ 209,906.12------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0014 TRAFFIC SIGNING AND STRIPING -IMY-40-4(435)138 | | |0279 804(A) 2915 10.340 CY | 469.25000 4852.05| 540.06000 5584.22| 607.46000 6281.14 STRUCTURAL CONCRETE | | |0280 804(B) 2916 1424.000 LB | 1.02000 1452.48| 1.08000 1537.92| 1.21000 1723.04 REINFORCING STEEL | | |0281 805(A) 8724 52.000 EA | 57.06000 2967.12| 10.80000 561.60| 12.15000 631.80 (PL)REMOVAL OF EXISTING SIGNS | | |0282 850(A) 8110 206.860 SF | 16.86000 3487.66| 16.20000 3351.13| 18.22000 3768.99 SHEET ALUMINUM SIGNS | | |0283 850(B) 8112 410.750 SF | 22.63000 9295.27| 19.45000 7989.09| 21.87000 8983.10 EXTRUDED ALUMINUM PANEL SIGNS | | |0284 851(A) 3206 178.000 LF | 27.57000 4907.46| 15.12000 2691.36| 17.01000 3027.78 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0285 851(A) 3207 102.000 LF | 33.73000 3440.46| 18.90000 1927.80| 21.26000 2168.52 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | | |0286 851(B) 3216 84.000 LF | 7.82000 656.88| 8.64000 725.76| 9.72000 816.48 2"@3.65 GALV.STEEL PIPE POST | | |0287 851(B) 3217 276.000 LF | 13.21000 3645.96| 12.96000 3576.96| 14.58000 4024.08 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0288 856(A) 8530 11509.000 LF | 0.99000 11393.91| 0.44000 5063.96| 0.49000 5639.41 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0289 856(A) 8540 603.000 LF | 1.36000 820.08| 1.30000 783.90| 1.46000 880.38 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0290 856(A) 8548 284.000 LF | 1.75000 497.00| 4.32000 1226.88| 4.86000 1380.24 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | |0291 856(A) 8555 473.000 LF | 8.29000 3921.17| 7.56000 3575.88| 8.50000 4020.50 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0292 856(B) 8860 31.000 EA | 249.91000 7747.21| 108.01000 3348.31| 121.50000 3766.50 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0293 856(B) 8870 5.000 EA | 75.00000 375.00| 64.81000 324.05| 72.90000 364.50 TRAFFIC STRIPE(MULTI-POLY.)(SYMBOLS) | | |0294 857(F) 8006 5000.000 LF | 0.25000 1250.00| 0.21000 1050.00| 0.24000 1200.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -19 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0295 871(A) 8325 2.000 EA | 21931.54000 43863.08| 22196.51000 44393.02| 24905.48000 49810.96 (SP)IMPACT ATTENUATOR | | | SECTION TOTALS | $ 104,572.79| $ 87,711.84| $ 98,487.42------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0015 TRAFFIC - IMY-40-4(435)138 | | |0296 857(C) 8851 22108.000 LF | 0.75000 16581.00| 0.60000 13264.80| 0.67000 14812.36 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0297 857(C) 8860 4.000 EA | 50.00000 200.00| 102.61000 410.44| 115.41000 461.64 REMOVABLE PAVEMENT MARKING TAPE(ARROWS) | | |0298 857(F) 8006 5000.000 LF | 0.25000 1250.00| 0.21000 1050.00| 0.24000 1200.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0299 880(A) 8812 684.000 SD | 4.86000 3324.24| 10.80000 7387.20| 12.15000 8310.60 ARROW DISPLAY(TYPE C) | | |0300 880(B) 8818 5514.000 SD | 0.10000 551.40| 0.32000 1764.48| 0.36000 1985.04 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0301 880(B) 8821 7816.000 SD | 0.21000 1641.36| 0.32000 2501.12| 0.36000 2813.76 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0302 880(B) 8824 3751.000 SD | 0.91000 3413.41| 0.32000 1200.32| 0.36000 1350.36 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0303 880(C) 8842 7586.000 SD | 0.10000 758.60| 0.13000 986.18| 0.15000 1137.90 CONSTRUCTION BARRICADES(TYPE III) | | |0304 880(C) 8848 2400.000 SD | 0.24000 576.00| 0.05000 120.00| 0.06000 144.00 WING BARRICADES | | |0305 880(E) 8860 18923.000 SD | 0.05000 946.15| 0.16000 3027.68| 0.18000 3406.14 WARNING LIGHTS(TYPE A) | | |0306 880(F) 8878 29768.000 SD | 0.14000 4167.52| 0.54000 16074.72| 0.61000 18158.48 DRUMS | | |0307 880(N) 0100 1.000 LSUM | 20000.00000 20000.00| 38727.28000 38727.28| 33723.96000 33723.96 (SP) TEMPORARY TRAFFIC SIGNAL SPAN WIRE | | | EQUIPMENT | | | SECTION TOTALS | $ 53,409.68| $ 86,514.22| $ 87,504.24------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0016 ROADWAY - SBR-109N(182)SB | | |0308 221(C) 2801 1000.000 LF | 2.50000 2500.00| 1.60000 1600.00| 2.48000 2480.00 TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 2,500.00| $ 1,600.00| $ 2,480.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -20 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0017 BRIDGE 'A' -SBR-109N(182)SB | | |0309 501(G) 6309 610.700 CY | 150.00000 91605.00| 143.60000 87696.52| 108.93000 66523.55 CLSM BACKFILL | | |0310 502 6116 1.000 LSUM | 10000.00000 10000.00| 2780.00000 2780.00| 14418.83000 14418.83 (PL)FALSEWORK JACKING | | |0311 504(A) 1304 916.000 SY | 150.00000 137400.00| 162.79000 149115.64| 134.54000 123238.64 APPROACH SLAB | | |0312 504(B) 1305 2507.000 SY | 6.00000 15042.00| 4.09000 10253.63| 4.55000 11406.85 SAW-CUT GROOVING | | |0313 504(C) 6250 228.000 LF | 250.00000 57000.00| 313.55000 71489.40| 230.39000 52528.92 SEALED EXPANSION JOINT | | |0314 504(E) 6190 785.600 LF | 75.00000 58920.00| 93.48000 73437.89| 76.76000 60302.66 42" F-SHAPED PARAPET | | |0315 506(A) 1322 2690.000 LB | 6.00000 16140.00| 5.33000 14337.70| 7.68000 20659.20 STRUCTURAL STEEL | | |0316 509(A) 1326 397.400 CY | 450.00000 178830.00| 674.60000 268086.04| 765.97000 304396.48 CLASS AA CONCRETE | | |0317 511 6306 1028.000 EA | 30.00000 30840.00| 32.18000 33081.04| 14.72000 15132.16 MECHANICAL SPLICES | | |0318 511(B) 6010 134243.000 LB | 1.00000 134243.00| 1.05000 140955.15| 0.97000 130215.71 EPOXY COATED REINFORCING STEEL | | |0319 512(A) 1323 1.000 LSUM | 5000.00000 5000.00| 38381.25000 38381.25| 25744.63000 25744.63 PAINTING EXISTING STRUCTURES | | |0320 512(B) 6303 1.000 LSUM | 5000.00000 5000.00| 4400.00000 4400.00| 5578.00000 5578.00 COLLECTION AND HANDLING OF WASTE | | |0321 515(A) 6013 549.000 SY | 4.50000 2470.50| 3.03000 1663.47| 3.93000 2157.57 WATER REPELLENT (VISUALLY INSPECTED) | | |0322 520(A) 6058 52.000 LF | 40.00000 2080.00| 32.23000 1675.96| 37.08000 1928.16 PREPARATION OF CRACKS, ABOVE WATER | | |0323 520(C) 6060 2.000 GAL | 100.00000 200.00| 91.32000 182.64| 98.88000 197.76 EPOXY RESIN, ABOVE WATER | | |0324 521(A) 6210 2.000 SY | 650.00000 1300.00| 584.36000 1168.72| 1050.67000 2101.34 PNEUMATICALLY PLACED MORTAR | | |0325 523(A) 6550 256.800 LF | 5.00000 1284.00| 3.03000 778.10| 3.53000 906.50 SEALER CRACK PREPARATION | | |0326 523(B) 6560 2.500 GAL | 250.00000 625.00| 101.01000 252.53| 117.72000 294.30 SEALER RESIN | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -21 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0327 524(A) 6610 460.300 SF | 45.00000 20713.50| 43.20000 19884.96| 56.86000 26172.66 (SP)CARBON FIBER-REINFORCED POLYMER | | |0328 535 6130 66.200 SY | 45.00000 2979.00| 108.00000 7149.60| 67.99000 4500.94 (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0329 540 4515 13.000 EA | 250.00000 3250.00| 17437.50000 226687.50| 3600.03000 46800.39 (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0330 540 4525 3.000 EA | 400.00000 1200.00| 15975.00000 47925.00| 1123.68000 3371.04 (PL)REPAIR BRIDGE ITEM (TYPE B) | | |0331 545 4815 2.000 EA | 2500.00000 5000.00| 4190.70000 8381.40| 8045.73000 16091.46 (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0332 619(B) 2500 1.000 LSUM | 5000.00000 5000.00| 60500.00000 60500.00| 96128.45000 96128.45 REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 786,122.00| $ 1,270,264.14| $ 1,030,796.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0018 BRIDGE 'B' - SBR-109N(182)SB | | |0333 501(G) 6309 610.700 CY | 150.00000 91605.00| 143.60000 87696.52| 105.78000 64599.85 CLSM BACKFILL | | |0334 502 6116 1.000 LSUM | 10000.00000 10000.00| 2780.00000 2780.00| 15412.57000 15412.57 (PL)FALSEWORK JACKING | | |0335 504(A) 1304 916.000 SY | 150.00000 137400.00| 162.79000 149115.64| 134.54000 123238.64 APPROACH SLAB | | |0336 504(B) 1305 2507.000 SY | 6.00000 15042.00| 4.09000 10253.63| 4.55000 11406.85 SAW-CUT GROOVING | | |0337 504(C) 6250 228.000 LF | 250.00000 57000.00| 313.55000 71489.40| 230.39000 52528.92 SEALED EXPANSION JOINT | | |0338 504(E) 6190 785.600 LF | 75.00000 58920.00| 93.48000 73437.89| 76.76000 60302.66 42" F-SHAPED PARAPET | | |0339 506(A) 1322 2690.000 LB | 6.00000 16140.00| 5.33000 14337.70| 7.68000 20659.20 STRUCTURAL STEEL | | |0340 509(A) 1326 395.200 CY | 450.00000 177840.00| 680.59000 268969.17| 729.78000 288409.06 CLASS AA CONCRETE | | |0341 511 6306 1028.000 EA | 30.00000 30840.00| 32.18000 33081.04| 14.72000 15132.16 MECHANICAL SPLICES | | |0342 511(B) 6010 133824.000 LB | 1.00000 133824.00| 1.16000 155235.84| 0.97000 129809.28 EPOXY COATED REINFORCING STEEL | | |0343 512(A) 1323 1.000 LSUM | 5000.00000 5000.00| 33381.25000 33381.25| 25744.63000 25744.63 PAINTING EXISTING STRUCTURES | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -22 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0344 512(B) 6303 1.000 LSUM | 5000.00000 5000.00| 4400.00000 4400.00| 5578.00000 5578.00 COLLECTION AND HANDLING OF WASTE | | |0345 515(A) 6013 549.000 SY | 4.50000 2470.50| 3.03000 1663.47| 3.93000 2157.57 WATER REPELLENT (VISUALLY INSPECTED) | | |0346 520(A) 6058 35.000 LF | 40.00000 1400.00| 32.23000 1128.05| 37.08000 1297.80 PREPARATION OF CRACKS, ABOVE WATER | | |0347 520(C) 6060 1.400 GAL | 100.00000 140.00| 91.32000 127.85| 98.88000 138.43 EPOXY RESIN, ABOVE WATER | | |0348 521(A) 6210 3.000 SY | 650.00000 1950.00| 584.36000 1753.08| 1050.67000 3152.01 PNEUMATICALLY PLACED MORTAR | | |0349 523(A) 6550 256.800 LF | 5.00000 1284.00| 3.03000 778.10| 3.53000 906.50 SEALER CRACK PREPARATION | | |0350 523(B) 6560 2.500 GAL | 250.00000 625.00| 101.01000 252.53| 117.72000 294.30 SEALER RESIN | | |0351 524(A) 6610 574.200 SF | 45.00000 25839.00| 43.20000 24805.44| 56.86000 32649.01 (SP)CARBON FIBER-REINFORCED POLYMER | | |0352 535 6130 63.800 SY | 45.00000 2871.00| 108.00000 6890.40| 75.11000 4792.02 (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0353 540 4515 10.000 EA | 250.00000 2500.00| 2000.00000 20000.00| 3600.03000 36000.30 (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0354 619(B) 2500 1.000 LSUM | 5000.00000 5000.00| 60500.00000 60500.00| 96128.45000 96128.45 REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 782,690.50| $ 1,022,077.00| $ 990,338.21------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0019 TRAFFIC - SBR-109N(182)SB | | |0355 855(A) 8812 1164.000 LF | 1.00000 1164.00| 0.49000 570.36| 0.55000 640.20 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0356 857(F) 8006 1164.000 LF | 1.00000 1164.00| 0.21000 244.44| 0.24000 279.36 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0357 876(A) 8482 60.000 SD | 20.00000 1200.00| 7.56000 453.60| 8.50000 510.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0358 880(A) 8812 60.000 SD | 5.00000 300.00| 9.72000 583.20| 10.93000 655.80 ARROW DISPLAY(TYPE C) | | |0359 880(B) 8818 240.000 SD | 1.50000 360.00| 0.54000 129.60| 0.61000 146.40 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0360 880(B) 8821 420.000 SD | 2.50000 1050.00| 0.54000 226.80| 0.61000 256.20 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -23 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420945831A |( 2 ) 731133882 |ENGINEER'S ESTIMATE |DUIT CONST. CO, INC./TTK CON |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0361 880(B) 8824 300.000 SD | 3.50000 1050.00| 4.32000 1296.00| 4.86000 1458.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0362 880(C) 8842 240.000 SD | 0.40000 96.00| 0.11000 26.40| 0.12000 28.80 CONSTRUCTION BARRICADES(TYPE III) | | |0363 880(C) 8851 4.000 EA | 130.00000 520.00| 108.01000 432.04| 121.50000 486.00 WING BARRICADES | | |0364 880(E) 8860 300.000 SD | 0.40000 120.00| 1.08000 324.00| 1.21000 363.00 WARNING LIGHTS(TYPE A) | | |0365 880(F) 8878 1800.000 SD | 0.40000 720.00| 0.11000 198.00| 0.12000 216.00 DRUMS | | | SECTION TOTALS | $ 7,744.00| $ 4,484.44| $ 5,039.76------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0020 STAKING - SBR-109N(182)SB | | |0366 642(A) 0095 1.000 LSUM | 10000.00000 10000.00| 30000.00000 30000.00| 10000.00000 10000.00 CONSTRUCTION STAKING LEVEL I | | | SECTION TOTALS | $ 10,000.00| $ 30,000.00| $ 10,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0021 CONSTRUCTION - SBR-109N(182)SB | | |0367 641 1399 1.000 LSUM | 50000.00000 50000.00| 375000.00000 375000.00| 50000.00000 50000.00 MOBILIZATION | | | SECTION TOTALS | $ 50,000.00| $ 375,000.00| $ 50,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 52,886,919.62| $ 48,167,910.63| $ 51,392,031.18==================================================================================================================================== COST PLUS TIME TOTALS | $ 58,386,919.62| $ 52,167,910.63 | $ 55,892,031.18====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -24 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - IMY-40-4(436) | | |0001 104 0300 200.000 LF | 11.00000 2200.00| 34.32000 6864.00| CONSTRUCTION MISCELLANEOUS | | |0002 202(A) 0183 48613.000 CY | 13.00000 631969.00| 8.18000 397654.34| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 30934.000 CY | 13.00000 402142.00| 13.98000 432457.32| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 90000.00000 90000.00| 69034.97000 69034.97| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 32896.000 LF | 1.70000 55923.20| 1.17000 38488.32| TEMPORARY SILT FENCE | | |0006 221(D) 2803 27.000 EA | 350.00000 9450.00| 144.90000 3912.30| TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 1780.000 LF | 8.00000 14240.00| 8.52000 15165.60| TEMPORARY SILT DIKE | | |0008 221(H) 0450 65.000 EA | 175.00000 11375.00| 131.25000 8531.25| (PL)TEMPORARY INLET SEDIMENT FILTER | | |0009 230(A) 2806 78438.000 SY | 1.50000 117657.00| 1.29000 101185.02| SOLID SLAB SODDING | | |0010 233(A) 2817 15.000 AC | 450.00000 6750.00| 439.95000 6599.25| VEGETATIVE MULCHING | | |0011 241 2832 48.000 AC | 60.00000 2880.00| 87.15000 4183.20| MOWING | | |0012 303(A) 2100 63108.000 CY | 35.00000 2208780.00| 39.83000 2513591.64| AGGREGATE BASE TYPE A | | |0013 307(D) 4230 7951.000 TON | 155.00000 1232405.00| 170.10000 1352465.10| LIME | | |0014 307(H) 4270 369019.000 SY | 2.70000 996351.30| 1.54000 568289.26| LIME STABILIZED SUBGRADE | | |0015 317 4270 351438.000 SY | 10.70000 3760386.60| 13.60000 4779556.80| CEMENT TREATED BASE | | |0016 325 5271 369019.000 SY | 1.25000 461273.75| 1.75000 645783.25| SEPARATOR FABRIC | | |0017 402(E) 0225 45252.000 TON | 27.50000 1244430.00| 21.55000 975180.60| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0018 408 5774 217619.000 GAL | 2.20000 478761.80| 4.52000 983637.88| PRIME COAT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -25 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(C) 5960 259.000 TON | 71.00000 18389.00| 82.95000 21484.05| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0020 412 5267 38035.000 SY | 1.25000 47543.75| 4.70000 178764.50| COLD MILLING PAVEMENT | | |0021 413(C) 4868 82800.000 LF | 0.20000 16560.00| 0.25000 20700.00| RUMBLE STRIP-METHOD PCC-CON | | |0022 414(A) 0210 146056.000 SY | 8.10000 1183053.60| 8.82000 1288213.92| P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0023 414(B) 5725 234147.000 SY | 11.00000 2575617.00| 13.10000 3067325.70| DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0024 414(E) 0225 50.000 SY | 37.00000 1850.00| 133.88000 6694.00| FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0025 414(G) 5275 110859.000 CY | 95.00000 10531605.00| 80.73000 8949647.07| P.C. CONCRETE FOR PAVEMENT | | |0026 501(F) 6352 728.000 CY | 50.00000 36400.00| 77.29000 56267.12| GRANULAR BACKFILL | | |0027 509(A) 0319 953.000 CY | 385.00000 366905.00| 547.43000 521700.79| CLASS AA CONCRETE | | |0028 509(C) 0322 7.300 CY | 1100.00000 8030.00| 578.34000 4221.88| CLASS A CONCRETE, SMALL STRUCTURES | | |0029 509(D) 0325 196.100 CY | 275.00000 53927.50| 205.23000 40245.60| CLASS C CONCRETE | | |0030 510(B) 6334 9834.000 SY | 195.00000 1917630.00| 325.16000 3197623.44| SOUND BARRIER WALL | | |0031 510(D) 0350 177010.000 SF | 1.80000 318618.00| 2.36000 417743.60| (SP)GRAFFITI TREATMENT | | |0032 511(A) 0332 50017.000 LB | 0.90000 45015.30| 1.67000 83528.39| REINFORCING STEEL | | |0033 516(A) 6091 3728.000 LF | 150.00000 559200.00| 367.25000 1369108.00| DRILLED SHAFTS 30" DIAMETER | | |0034 610(C) 0608 555.000 SY | 28.00000 15540.00| 35.63000 19774.65| 4" CONCRETE DIVIDING STRIP | | |0035 611(G) 4012 4.000 EA | 1200.00000 4800.00| 3741.28000 14965.12| SPECIAL INLET DRAIN | | |0036 611(G) 5700 8.000 EA | 4000.00000 32000.00| 4429.60000 35436.80| INLET - LONGITUDINAL BARRIER - TYPE II, | | | DES. 2 | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -26 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0037 611(N) 3600 8.000 EA | 1800.00000 14400.00| 652.56000 5220.48| WELDED STEEL GRATE (30" SQ.) | | |0038 611(N) 3610 8.000 EA | 1900.00000 15200.00| 652.56000 5220.48| WELDED STEEL GRATE (36" SQ.) | | |0039 612(A) 0641 1.000 EA | 1000.00000 1000.00| 2517.08000 2517.08| MANHOLES ADJUST TO GRADE | | |0040 613(A) 0492 50.000 LF | 75.00000 3750.00| 68.56000 3428.00| 24" R.C.PIPE CLASS III | | |0041 613(A) 0493 12.000 LF | 100.00000 1200.00| 89.83000 1077.96| 30" R.C.PIPE CLASS III | | |0042 613(B) 0688 236.000 LF | 30.00000 7080.00| 22.20000 5239.20| 12" CORR. GALV. STEEL PIPE | | |0043 613(B) 0689 1200.000 LF | 24.00000 28800.00| 22.44000 26928.00| 18" CORR. GALV. STEEL PIPE | | |0044 613(I) 1094 23595.000 LF | 5.20000 122694.00| 6.30000 148648.50| 4" NON-PERF.PIPE UNDERDRAIN RND. | | |0045 613(N) 7501 1.000 EA | 2000.00000 2000.00| 1145.54000 1145.54| TYPE B4 SLOPED CONCRETE END SECTION | | |0046 613(Q) 5946 7.000 EA | 625.00000 4375.00| 787.50000 5512.50| OUTLET LATERAL HEADWALL | | |0047 619(A) 0920 1.000 LSUM | 100000.00000 100000.00| 44863.77000 44863.77| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0048 619(B) 4727 186245.000 SY | 3.25000 605296.25| 3.98000 741255.10| REMOVAL OF CONCRETE PAVEMENT | | |0049 619(B) 4728 69941.000 SY | 2.20000 153870.20| 2.51000 175551.91| REMOVAL OF ASPHALT PAVEMENT | | |0050 619(B) 4915 11102.000 LF | 6.50000 72163.00| 11.23000 124675.46| REMOVAL OF CONCRETE MEDIAN BARRIER | | |0051 619(B) 5151 229.000 SY | 2.50000 572.50| 7.02000 1607.58| REMOVAL OF CONCRETE CHATTER MEDIAN | | |0052 625(D) 1254 430.000 LF | 13.00000 5590.00| 12.58000 5409.40| REMOVE AND RECONSTRUCT GUARDRAIL | | |0053 627(A) 4317 9754.000 LF | 40.00000 390160.00| 106.50000 1038801.00| CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | | |0054 627(B) 4410 26.000 EA | 1200.00000 31200.00| 2404.08000 62506.08| CONCRETE LONGITUDINAL BARRIER END | | | SECTIONS | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -27 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0055 871(A) 8325 19.000 EA | 24017.47000 456331.93| 21525.00000 408975.00| (SP)IMPACT ATTENUATOR | | | SECTION TOTALS | $ 31,475,341.68| $ 35,004,607.77| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'G' - IMY-40-4(436) | | |0056 501(B) 1307 270.000 CY | 40.00000 10800.00| 56.34000 15211.80| SUBSTRUCTURE EXCAVATION COMMON | | |0057 501(G) 6309 205.000 CY | 135.00000 27675.00| 286.22000 58675.10| CLSM BACKFILL | | |0058 504(A) 1304 727.600 SY | 160.00000 116416.00| 177.36000 129047.14| APPROACH SLAB | | |0059 504(B) 1305 2294.000 SY | 4.50000 10323.00| 14.04000 32207.76| SAW-CUT GROOVING | | |0060 504(C) 6250 87.400 LF | 240.00000 20976.00| 543.43000 47495.78| SEALED EXPANSION JOINT | | |0061 504(E) 6190 573.800 LF | 80.00000 45904.00| 125.66000 72103.71| 42" F-SHAPED PARAPET | | |0062 506(A) 1322 284520.000 LB | 1.88000 534897.60| 1.83000 520671.60| STRUCTURAL STEEL | | |0063 507(A) 6172 18.000 EA | 1100.00000 19800.00| 1665.70000 29982.60| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0064 507(B) 6176 54.000 EA | 1100.00000 59400.00| 1665.70000 89947.80| WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0065 509 6152 116.000 SY | 40.00000 4640.00| 174.30000 20218.80| SPECIAL CONCRETE FINISH | | |0066 509(A) 1326 386.300 CY | 475.00000 183492.50| 731.83000 282705.93| CLASS AA CONCRETE | | |0067 509(B) 1328 244.200 CY | 650.00000 158730.00| 493.98000 120629.92| CLASS A CONCRETE | | |0068 511(A) 1332 1120.000 LB | 1.25000 1400.00| 5.22000 5846.40| REINFORCING STEEL | | |0069 511(B) 6010 132000.000 LB | 1.00000 132000.00| 1.72000 227040.00| EPOXY COATED REINFORCING STEEL | | |0070 515(A) 6013 967.000 SY | 4.00000 3868.00| 14.04000 13576.68| WATER REPELLENT (VISUALLY INSPECTED) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -28 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0071 516(A) 6091 179.000 LF | 350.00000 62650.00| 431.07000 77161.53| DRILLED SHAFTS 30" DIAMETER | | |0072 516(A) 6094 64.000 LF | 550.00000 35200.00| 847.02000 54209.28| DRILLED SHAFTS 48" DIAMETER | | |0073 520(A) 6058 12.000 LF | 50.00000 600.00| 174.30000 2091.60| PREPARATION OF CRACKS, ABOVE WATER | | |0074 520(C) 6060 1.000 GAL | 150.00000 150.00| 1375.21000 1375.21| EPOXY RESIN, ABOVE WATER | | |0075 521(A) 6210 42.000 SY | 775.00000 32550.00| 283.30000 11898.60| PNEUMATICALLY PLACED MORTAR | | |0076 523(A) 6550 172.600 LF | 4.00000 690.40| 34.86000 6016.84| SEALER CRACK PREPARATION | | |0077 523(B) 6560 3.000 GAL | 200.00000 600.00| 1178.03000 3534.09| SEALER RESIN | | |0078 613(H) 6204 178.000 LF | 20.00000 3560.00| 117.80000 20968.40| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0079 613(I) 6207 74.000 LF | 20.00000 1480.00| 117.80000 8717.20| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0080 619(B) 2515 2.000 EA | 4000.00000 8000.00| 5746.05000 11492.10| REMOVAL OF BRIDGE ITEM (TYPE A) | | |0081 619(B) 2520 1.000 LSUM | 110000.00000 110000.00| 114040.75000 114040.75| REMOVAL OF BRIDGE ITEM (TYPE B) | | |0082 619(B) 2535 2.000 EA | 15000.00000 30000.00| 8475.00000 16950.00| REMOVAL OF BRIDGE ITEM (TYPE C) | | |0083 619(B) 2545 3.000 EA | 7500.00000 22500.00| 22600.00000 67800.00| REMOVAL OF BRIDGE ITEM (TYPE D) | | | SECTION TOTALS | $ 1,638,302.50| $ 2,061,616.62| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'H' - IMY-40-4(436) | | |0084 501(B) 1307 270.000 CY | 40.00000 10800.00| 45.20000 12204.00| SUBSTRUCTURE EXCAVATION COMMON | | |0085 501(G) 6309 205.000 CY | 135.00000 27675.00| 286.22000 58675.10| CLSM BACKFILL | | |0086 504(A) 1304 727.600 SY | 160.00000 116416.00| 177.36000 129047.14| APPROACH SLAB | | |0087 504(B) 1305 2294.000 SY | 4.50000 10323.00| 14.04000 32207.76| SAW-CUT GROOVING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -29 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0088 504(C) 6250 87.400 LF | 240.00000 20976.00| 543.43000 47495.78| SEALED EXPANSION JOINT | | |0089 504(E) 6190 573.800 LF | 80.00000 45904.00| 125.66000 72103.71| 42" F-SHAPED PARAPET | | |0090 506(A) 1322 284520.000 LB | 1.88000 534897.60| 1.83000 520671.60| STRUCTURAL STEEL | | |0091 507(A) 6172 18.000 EA | 1100.00000 19800.00| 794.69000 14304.42| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0092 507(B) 6176 54.000 EA | 1100.00000 59400.00| 1404.03000 75817.62| WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0093 509 6152 115.600 SY | 40.00000 4624.00| 1261.78000 145861.77| SPECIAL CONCRETE FINISH | | |0094 509(A) 1326 386.300 CY | 475.00000 183492.50| 713.65000 275683.00| CLASS AA CONCRETE | | |0095 509(B) 1328 243.900 CY | 650.00000 158535.00| 466.68000 113823.25| CLASS A CONCRETE | | |0096 510(C) 6137 2823.000 SY | 87.50000 247012.50| 84.75000 239249.25| SLOPE WALL (4") | | |0097 511(A) 1332 1120.000 LB | 1.25000 1400.00| 5.22000 5846.40| REINFORCING STEEL | | |0098 511(B) 6010 132000.000 LB | 1.00000 132000.00| 1.72000 227040.00| EPOXY COATED REINFORCING STEEL | | |0099 515(A) 6013 966.000 SY | 4.00000 3864.00| 14.04000 13562.64| WATER REPELLENT (VISUALLY INSPECTED) | | |0100 516(A) 6091 209.000 LF | 350.00000 73150.00| 369.19000 77160.71| DRILLED SHAFTS 30" DIAMETER | | |0101 516(A) 6094 58.000 LF | 550.00000 31900.00| 775.25000 44964.50| DRILLED SHAFTS 48" DIAMETER | | |0102 520(A) 6058 12.000 LF | 50.00000 600.00| 174.30000 2091.60| PREPARATION OF CRACKS, ABOVE WATER | | |0103 520(C) 6060 1.000 GAL | 150.00000 150.00| 1375.21000 1375.21| EPOXY RESIN, ABOVE WATER | | |0104 521(A) 6210 31.000 SY | 775.00000 24025.00| 383.83000 11898.73| PNEUMATICALLY PLACED MORTAR | | |0105 523(A) 6550 172.600 LF | 4.00000 690.40| 34.86000 6016.84| SEALER CRACK PREPARATION | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -30 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0106 523(B) 6560 3.000 GAL | 200.00000 600.00| 1178.03000 3534.09| SEALER RESIN | | |0107 613(H) 6204 178.000 LF | 20.00000 3560.00| 117.80000 20968.40| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0108 613(I) 6207 70.000 LF | 20.00000 1400.00| 117.80000 8246.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0109 619(B) 2515 2.000 EA | 4000.00000 8000.00| 4568.03000 9136.06| REMOVAL OF BRIDGE ITEM (TYPE A) | | |0110 619(B) 2520 1.000 LSUM | 110000.00000 110000.00| 96610.50000 96610.50| REMOVAL OF BRIDGE ITEM (TYPE B) | | |0111 619(B) 2535 2.000 EA | 15000.00000 30000.00| 9605.00000 19210.00| REMOVAL OF BRIDGE ITEM (TYPE C) | | |0112 619(B) 2545 3.000 EA | 7500.00000 22500.00| 28250.00000 84750.00| REMOVAL OF BRIDGE ITEM (TYPE D) | | |0113 619(B) 2550 1.000 LSUM | 15000.00000 15000.00| 6788.03000 6788.03| REMOVAL OF BRIDGE ITEM (TYPE E) | | | SECTION TOTALS | $ 1,898,695.00| $ 2,376,344.11| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 LIGHTING - IMY-40-4(436) | | |0114 802(A) 8306 545.000 LF | 11.20000 6104.00| 12.60000 6867.00| 1 1/4" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | |0115 802(B) 8340 1410.000 LF | 11.47000 16172.70| 12.60000 17766.00| 2" PVC SCH.40 PLASTIC CONDUIT BORED | | |0116 802(B) 8342 38960.000 LF | 3.14000 122334.40| 3.83000 149216.80| 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0117 803(A) 8060 17.000 EA | 535.83000 9109.11| 761.25000 12941.25| PULL BOX | | |0118 803(A) 8065 23.000 EA | 265.21000 6099.83| 294.00000 6762.00| PULL BOX(SIZE I) | | |0119 804(A) 2915 142.000 CY | 405.93000 57642.06| 556.50000 79023.00| STRUCTURAL CONCRETE | | |0120 804(B) 2916 10185.000 LB | 1.39000 14157.15| 1.37000 13953.45| REINFORCING STEEL | | |0121 806(D) 8991 19.000 EA | 2146.57000 40784.83| 2308.95000 43870.05| 45' MTG.HT.HL.PTP.(G.STL.) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -31 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0122 806(D) 8995 17.000 EA | 1630.23000 27713.91| 2098.95000 35682.15| 36' MTG.HT.HL.PTP.(G.STL.) | | |0123 806(D) 8997 147.000 EA | 1475.43000 216888.21| 1821.75000 267797.25| 38' MTG.HT.HL.PTP.(G.STL.) | | |0124 807 8092 164.000 EA | 362.63000 59471.32| 313.95000 51487.80| BREAKAWAY BASE (DES. B) | | |0125 809(A) 8090 219.000 EA | 1025.12000 224501.28| 672.00000 147168.00| ROADWAY LUMINAIRE | | |0126 810(A) 3118 5.000 EA | 3128.39000 15641.95| 3444.00000 17220.00| SERVICE POLE | | |0127 811 8038 87005.000 LF | 1.74000 151388.70| 1.52000 132247.60| 1/C NO.4 ELECTRICAL CONDUCTOR | | |0128 811 8044 26810.000 LF | 0.65000 17426.50| 0.92000 24665.20| 1/C NO.10 ELECTRICAL CONDUCTOR | | | SECTION TOTALS | $ 985,435.95| $ 1,006,667.55| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STRIPING - IMY-40-4(436) | | |0129 856(A) 8535 131825.000 LF | 0.53000 69867.25| 0.51000 67230.75| TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0130 856(A) 8540 10245.000 LF | 1.30000 13318.50| 1.26000 12908.70| TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0131 856(A) 8548 7380.000 LF | 4.60000 33948.00| 4.41000 32545.80| TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | | SECTION TOTALS | $ 117,133.75| $ 112,685.25| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 TRAFFIC OPERATIONS - IMY-40-4(436) | | |0132 857(A) 8839 321210.000 LF | 0.10000 32121.00| 0.07000 22484.70| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0133 857(E) 8890 9269.000 EA | 0.70000 6488.30| 1.65000 15293.85| (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-2 | | |0134 857(F) 8006 74655.000 LF | 0.20000 14931.00| 0.19000 14184.45| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0135 870(A) 8485 77760.000 SD | 0.11000 8553.60| 0.11000 8553.60| SAND FILLED IMPACT ATTENUATION MODULE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -32 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0136 871(B) 8705 600.000 SD | 6.49000 3894.00| 6.30000 3780.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0137 876(A) 8482 300.000 SD | 6.49000 1947.00| 6.30000 1890.00| (PL)TRUCK MOUNTED ATTENUATOR | | |0138 877(B) 8484 70050.000 LF | 25.00000 1751250.00| 25.40000 1779270.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0139 877(C) 8486 138790.000 LF | 3.00000 416370.00| 3.62000 502419.80| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0140 878(B) 8487 108600.000 SD | 0.11000 11946.00| 0.11000 11946.00| MODULAR GLARE SCREEN (TEMPORARY) | | |0141 880(A) 8812 1200.000 SD | 1.08000 1296.00| 1.05000 1260.00| ARROW DISPLAY(TYPE C) | | |0142 880(B) 8818 124200.000 SD | 0.11000 13662.00| 0.11000 13662.00| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0143 880(B) 8821 59400.000 SD | 0.11000 6534.00| 0.11000 6534.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0144 880(B) 8824 66000.000 SD | 0.11000 7260.00| 0.11000 7260.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0145 880(C) 8842 24000.000 SD | 0.05000 1200.00| 0.05000 1200.00| CONSTRUCTION BARRICADES(TYPE III) | | |0146 880(C) 8848 2400.000 SD | 2.16000 5184.00| 2.10000 5040.00| WING BARRICADES | | |0147 880(E) 8860 54000.000 SD | 0.32000 17280.00| 0.32000 17280.00| WARNING LIGHTS(TYPE A) | | |0148 880(F) 8878 405000.000 SD | 0.22000 89100.00| 0.21000 85050.00| DRUMS | | |0149 880(G) 8884 12000.000 SD | 0.22000 2640.00| 0.21000 2520.00| TUBE CHANNELIZERS | | |0150 880(G) 8890 16800.000 SD | 0.22000 3696.00| 0.21000 3528.00| CHANNELIZER CONES | | |0151 880(L) 8911 1080.000 HOUR | 59.58000 64346.40| 68.25000 73710.00| TRAFFIC SURVEILLANCE, POLICE | | |0152 882 8370 13200.000 SD | 6.49000 85668.00| 6.30000 83160.00| (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | CHANGEABLE MESSAGE SIGN | | |0153 882 8372 10800.000 SD | 6.49000 70092.00| 6.30000 68040.00| (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | TRAFFIC SENSOR (PTS) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -33 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0154 882 8374 1200.000 SD | 8.66000 10392.00| 8.40000 10080.00| (SP)SMART WORK ZONE | | | SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | | |0155 882 8376 600.000 SD | 8.66000 5196.00| 8.40000 5040.00| (SP)SMART WORK ZONE SYSTEM-WEBSITE | | | SYSTEM | | |0156 882 8378 1.000 EA | 8659.91000 8659.91| 8400.00000 8400.00| (PL)SMART WORK ZONE SYSTEM SETUP | | |0157 882(A) 8306 600.000 SD | 16.24000 9744.00| 15.75000 9450.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 2,649,451.21| $ 2,761,036.40| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 TRAFFIC - IMY-40-4(436) | | |0158 509(D) 0325 109.280 CY | 270.62000 29573.35| 262.50000 28686.00| CLASS C CONCRETE | | |0159 516(A) 6096 932.250 LF | 611.61000 570173.42| 619.50000 577528.88| DRILLED SHAFTS 60" DIAMETER | | |0160 804(A) 2915 21.080 CY | 541.24000 11409.34| 525.00000 11067.00| STRUCTURAL CONCRETE | | |0161 804(B) 2916 7858.000 LB | 0.45000 3536.10| 1.05000 8250.90| REINFORCING STEEL | | |0162 805(A) 8718 1.000 LSUM | 4871.20000 4871.20| 4725.00000 4725.00| (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE | | | & SIGNS | | |0163 805(A) 8720 1.000 LSUM | 865.99000 865.99| 840.00000 840.00| (PL)REMOVAL OF GROUND MOUNTED SIGNS | | |0164 805(A) 8722 1.000 LSUM | 1298.99000 1298.99| 1260.00000 1260.00| (PL)REMOVAL OF EXISTING SIGNS | | |0165 805(D) 8756 5.000 EA | 324.75000 1623.75| 315.00000 1575.00| (PL)REMOVE & RESET EXISTING SIGNS | | |0166 850(A) 8110 1322.820 SF | 16.24000 21482.60| 15.75000 20834.42| SHEET ALUMINUM SIGNS | | |0167 850(B) 8112 1138.000 SF | 19.48000 22168.24| 18.90000 21508.20| EXTRUDED ALUMINUM PANEL SIGNS | | |0168 850(B) 8114 5326.900 SF | 19.48000 103768.01| 18.90000 100678.41| EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD | | | SIGNS) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -34 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0169 851(A) 3206 557.000 LF | 15.15000 8438.55| 14.70000 8187.90| 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0170 851(A) 3207 164.000 LF | 18.94000 3106.16| 18.38000 3014.32| 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | | |0171 851(B) 3217 136.000 LF | 12.99000 1766.64| 12.60000 1713.60| 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0172 851(B) 3218 400.000 LF | 16.24000 6496.00| 15.75000 6300.00| 3"@7.58 GALV.STEEL PIPE POST | | |0173 851(B) 3219 240.000 LF | 18.40000 4416.00| 17.85000 4284.00| 3 1/2"@9.11 GALV.STEEL PIPE POST | | |0174 851(C) 8324 1223.000 LF | 7.04000 8609.92| 6.83000 8353.09| 2" SQUARE TUBE POST | | |0175 852(D) 0315 3.000 EA | 70361.73000 211085.19| 68250.00000 204750.00| OVHD.SN.STR., MONOTUBE TYPE B 85' | | |0176 852(D) 0320 3.000 EA | 71335.97000 214007.91| 69195.00000 207585.00| OVHD.SN.STR., MONOTUBE TYPE B 90' | | |0177 852(E) 0500 21.000 EA | 46546.99000 977486.79| 45150.00000 948150.00| OVHD.SN.STR., MONOTUBE TYPE C | | |0178 870(A) 8011 304.000 EA | 313.92000 95431.68| 304.50000 92568.00| SAND FILLED IMPACT ATTENUATION MODULE | | | SECTION TOTALS | $ 2,301,615.83| $ 2,261,859.72| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 CABLE BARRIER - IMY-40-4(436) | | |0179 509(A) 0319 342.000 CY | 113.66000 38871.72| 110.25000 37705.50| CLASS AA CONCRETE | | |0180 628(B) 5125 31437.000 LF | 11.23000 353037.51| 10.89000 342348.93| HIGH-TENSION CABLE BARRIER(TL-4) | | |0181 628(C) 5110 8.000 EA | 4329.95000 34639.60| 4200.00000 33600.00| END ANCHORS | | | SECTION TOTALS | $ 426,548.83| $ 413,654.43| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 STAKING - IMY-40-4(436) | | |0182 642(B) 0096 1.000 LSUM | 130000.00000 130000.00| 227750.00000 227750.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 130,000.00| $ 227,750.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -35 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0010 CONSTRUCTION - IMY-40-4(436) | | |0183 220 2800 1.000 LSUM | 11300.00000 11300.00| 33900.00000 33900.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0184 640(A) 1426 1.000 EA | 36000.00000 36000.00| 13560.00000 13560.00| FIELD OFFICE | | |0185 641 1552 1.000 LSUM | 2000000.00000 2000000.00| 2235443.31000 2235443.31| MOBILIZATION | | |0186 643 0087 1.000 LSUM | 110000.00000 110000.00| 79100.00000 79100.00| (SP)CONTRACTORS QUALITY CONTROL | | | SECTION TOTALS | $ 2,157,300.00| $ 2,362,003.31| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0011 ROADWAY - IMY-40-4(435)138 | | |0187 202(A) 0183 2714.000 CY | 12.00000 32568.00| 14.41000 39108.74| UNCLASSIFIED EXCAVATION | | |0188 202(D) 0184 2726.000 CY | 12.00000 32712.00| 19.45000 53020.70| UNCLASSIFIED BORROW | | |0189 221(C) 2801 1611.000 LF | 1.65000 2658.15| 1.17000 1884.87| TEMPORARY SILT FENCE | | |0190 221(D) 2803 4.000 EA | 325.00000 1300.00| 144.90000 579.60| TEMPORARY SEDIMENT FILTER | | |0191 221(F) 0100 84.000 LF | 7.60000 638.40| 8.52000 715.68| TEMPORARY SILT DIKE | | |0192 229 4318 105.000 LF | 1.10000 115.50| 13.13000 1378.65| DITCH LINER PROTECTION | | |0193 230(A) 2806 12240.000 SY | 1.50000 18360.00| 1.29000 15789.60| SOLID SLAB SODDING | | |0194 303(A) 2100 516.000 CY | 45.00000 23220.00| 82.77000 42709.32| AGGREGATE BASE TYPE A | | |0195 307(A) 4200 532.000 TON | 70.00000 37240.00| 73.50000 39102.00| FLY ASH | | |0196 307(E) 4240 9840.000 SY | 2.75000 27060.00| 3.11000 30602.40| CEMENTITIOUS STABILIZED SUBGRADE | | |0197 407(B) 0250 634.000 GAL | 1.10000 697.40| 3.15000 1997.10| TACK COAT | | |0198 408 5774 4443.000 GAL | 2.50000 11107.50| 4.52000 20082.36| PRIME COAT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -36 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0199 411(B) 5945 2562.000 TON | 70.00000 179340.00| 71.40000 182926.80| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0200 411(C) 5960 513.000 TON | 71.00000 36423.00| 84.00000 43092.00| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0201 414(B) 5725 5994.000 SY | 15.00000 89910.00| 28.39000 170169.66| DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0202 414(G) 5275 1582.000 CY | 100.00000 158200.00| 80.66000 127604.12| P.C. CONCRETE FOR PAVEMENT | | |0203 509(D) 0325 23.000 CY | 250.00000 5750.00| 232.92000 5357.16| CLASS C CONCRETE | | |0204 601(A) 0297 54.000 TON | 60.00000 3240.00| 35.82000 1934.28| TYPE I PLAIN RIPRAP | | |0205 609(A) 0300 2089.000 LF | 6.00000 12534.00| 12.40000 25903.60| CONCRETE CURB (6" BARRIER-INTEGRAL) | | |0206 609(A) 0380 896.000 LF | 6.00000 5376.00| 12.77000 11441.92| CONCRETE CURB (8" BARRIER-INTEGRAL) | | |0207 610(A) 0602 528.000 SY | 50.00000 26400.00| 39.59000 20903.52| 4" CONCRETE SIDEWALK | | |0208 610(C) 0609 1819.000 SY | 38.00000 69122.00| 42.65000 77580.35| 6" CONCRETE DIVIDING STRIP | | |0209 610(I) 4610 64.000 SF | 23.00000 1472.00| 35.34000 2261.76| TACTILE WARNING DEVICE-NEW | | |0210 611(G) 5113 4.000 EA | 3500.00000 14000.00| 2993.09000 11972.36| INLET CI DES. 2 (B) | | |0211 611(H) 5325 2.000 VF | 200.00000 400.00| 325.16000 650.32| ADD'L DEPTH IN INLET CI DES. 2 | | |0212 613(A) 0491 148.000 LF | 45.00000 6660.00| 60.94000 9019.12| 18" R.C.PIPE CLASS III | | |0213 613(L) 5726 6.000 EA | 700.00000 4200.00| 994.68000 5968.08| 18" PREFAB. CULVERT END SECTION, ROUND | | |0214 613(T) 1187 29.000 CY | 22.00000 638.00| 54.50000 1580.50| STANDARD BEDDING MATERIAL, CLASS C | | |0215 613(V) 1180 49.000 CY | 8.00000 392.00| 11.30000 553.70| TRENCH EXCAVATION | | |0216 619(A) 0920 1.000 LSUM | 5000.00000 5000.00| 4496.44000 4496.44| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0217 619(B) 4727 4597.000 SY | 5.50000 25283.50| 8.14000 37419.58| REMOVAL OF CONCRETE PAVEMENT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -37 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0218 619(B) 4728 5067.000 SY | 2.50000 12667.50| 3.42000 17329.14| REMOVAL OF ASPHALT PAVEMENT | | |0219 619(B) 4780 561.000 LF | 4.50000 2524.50| 2.10000 1178.10| REMOVAL OF GUARDRAIL | | |0220 619(B) 4791 2474.000 LF | 4.50000 11133.00| 4.37000 10811.38| REMOVAL OF CURB | | |0221 619(B) 5881 130.000 LF | 4.50000 585.00| 10.49000 1363.70| REMOVAL OF CONCRETE DITCH LINER | | |0222 619(C) 0924 3171.000 LF | 7.30000 23148.30| 4.20000 13318.20| SAWING PAVEMENT | | |0223 623(A) 0932 375.000 LF | 14.60000 5475.00| 14.17000 5313.75| BEAM GUARDRAIL W-BEAM SINGLE | | |0224 623(G) 8590 4.000 EA | 1834.82000 7339.28| 1779.75000 7119.00| GUARDRAIL END TREATMENT (31") | | |0225 623(I) 8700 4.000 EA | 1516.57000 6066.28| 1471.05000 5884.20| GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0226 853 9066 20.000 EA | 5.79000 115.80| 5.62000 112.40| GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | | SECTION TOTALS | $ 901,072.11| $ 1,050,236.16| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0012 BRIDGE "A" - IMY-40-4(435)138 | | |0227 501(B) 1307 385.000 CY | 40.00000 15400.00| 45.20000 17402.00| SUBSTRUCTURE EXCAVATION COMMON | | |0228 501(G) 6309 776.600 CY | 135.00000 104841.00| 199.10000 154621.06| CLSM BACKFILL | | |0229 504(A) 1304 1274.000 SY | 170.00000 216580.00| 164.05000 208999.70| APPROACH SLAB | | |0230 504(B) 1305 4033.100 SY | 4.50000 18148.95| 14.04000 56624.72| SAW-CUT GROOVING | | |0231 504(C) 6250 215.500 LF | 240.00000 51720.00| 340.65000 73410.08| SEALED EXPANSION JOINT | | |0232 504(E) 6190 955.400 LF | 72.50000 69266.50| 125.66000 120055.56| 42" F-SHAPED PARAPET | | |0233 506(A) 1322 938390.000 LB | 1.48000 1388817.20| 1.82000 1707869.80| STRUCTURAL STEEL | | |0234 507(A) 6170 44.000 EA | 2000.00000 88000.00| 3054.39000 134393.16| STAINLESS STEEL FIXED BEARING ASSEMBLY | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -38 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0235 507(B) 6174 44.000 EA | 2250.00000 99000.00| 3054.39000 134393.16| STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0236 509(A) 1326 999.000 CY | 400.00000 399600.00| 571.93000 571358.07| CLASS AA CONCRETE | | |0237 509(B) 1328 654.100 CY | 500.00000 327050.00| 512.30000 335095.43| CLASS A CONCRETE | | |0238 510(C) 6138 1606.000 SY | 90.00000 144540.00| 75.85000 121815.10| SLOPE WALL (5") | | |0239 511 6306 83.000 EA | 100.00000 8300.00| 83.90000 6963.70| MECHANICAL SPLICES | | |0240 511(A) 1332 4340.000 LB | 1.25000 5425.00| 1.80000 7812.00| REINFORCING STEEL | | |0241 511(B) 6010 302350.000 LB | 1.00000 302350.00| 1.88000 568418.00| EPOXY COATED REINFORCING STEEL | | |0242 514(J) 6390 1.000 LSUM | 85000.00000 85000.00| 52290.75000 52290.75| TEMPORARY SHEET PILING | | |0243 515(A) 6013 2272.000 SY | 4.00000 9088.00| 14.04000 31898.88| WATER REPELLENT (VISUALLY INSPECTED) | | |0244 516(A) 6091 172.000 LF | 350.00000 60200.00| 497.48000 85566.56| DRILLED SHAFTS 30" DIAMETER | | |0245 516(A) 6092 469.000 LF | 400.00000 187600.00| 439.86000 206294.34| DRILLED SHAFTS 36" DIAMETER | | |0246 516(A) 6097 363.000 LF | 650.00000 235950.00| 685.36000 248785.68| DRILLED SHAFTS 66" DIAMETER | | |0247 523(A) 6550 458.800 LF | 4.00000 1835.20| 34.86000 15993.77| SEALER CRACK PREPARATION | | |0248 523(B) 6560 4.000 GAL | 200.00000 800.00| 1178.03000 4712.12| SEALER RESIN | | |0249 613(H) 6204 500.000 LF | 20.00000 10000.00| 117.80000 58900.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0250 613(I) 6207 500.000 LF | 20.00000 10000.00| 117.80000 58900.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0251 619(D) 1397 1.000 LSUM | 255000.00000 255000.00| 248760.50000 248760.50| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 4,094,511.85| $ 5,231,334.14| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -39 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0013 TRAFFIC SIGNAL - IMY-40-4(435)138 | | |0252 802(B) 8342 170.000 LF | 3.63000 617.10| 4.20000 714.00| 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0253 802(B) 8344 280.000 LF | 15.26000 4272.80| 18.90000 5292.00| 3" PVC SCH.40 PLASTIC CONDUIT BORED | | |0254 802(B) 8346 80.000 LF | 6.12000 489.60| 7.35000 588.00| 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0255 803(A) 8065 4.000 EA | 265.21000 1060.84| 315.00000 1260.00| PULL BOX(SIZE I) | | |0256 803(A) 8066 2.000 EA | 319.34000 638.68| 330.75000 661.50| PULL BOX(SIZE II) | | |0257 804(A) 2915 13.600 CY | 405.93000 5520.65| 519.75000 7068.60| STRUCTURAL CONCRETE | | |0258 804(B) 2916 1997.600 LB | 1.39000 2776.66| 1.52000 3036.35| REINFORCING STEEL | | |0259 805(A) 8726 1.000 LSUM | 5066.04000 5066.04| 3549.00000 3549.00| (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | | |0260 806(A) 8313 2.000 EA | 8545.16000 17090.32| 9120.30000 18240.60| 32'MH POLE 45'TS & 10'LMA(G.STL.) | | |0261 806(A) 8355 2.000 EA | 9439.30000 18878.60| 9655.80000 19311.60| 32'MH POLE,TWIN TS & 10'LMA(G.STL.) | | |0262 806(B) 8894 4.000 EA | 633.26000 2533.04| 504.00000 2016.00| 10' MTG.HT.TS PED.POLE(G.STL.) | | |0263 809(A) 8090 4.000 EA | 430.83000 1723.32| 383.25000 1533.00| ROADWAY LUMINAIRE | | |0264 810(A) 3118 2.000 EA | 433.00000 866.00| 472.50000 945.00| SERVICE POLE | | |0265 811 8040 400.000 LF | 1.89000 756.00| 1.05000 420.00| 1/C NO.6 ELECTRICAL CONDUCTOR | | |0266 811 8044 1525.000 LF | 0.65000 991.25| 0.74000 1128.50| 1/C NO.10 ELECTRICAL CONDUCTOR | | |0267 825 8550 2.000 EA | 33167.44000 66334.88| 32445.00000 64890.00| TRAFFIC SIGNAL CONTROLLER ASSEMBLY | | |0268 828 8132 1.000 LSUM | 34401.47000 34401.47| 33600.00000 33600.00| (PL)DETECTION SYSTEM (VIDEO) | | |0269 830 8000 4.000 EA | 2189.87000 8759.48| 1932.00000 7728.00| PEDESTRIAN PUSH BUTTON | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -40 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0270 831 8231 12.000 EA | 526.09000 6313.08| 483.00000 5796.00| 1WAY 3SEC. ADJ. SIG. HD. S-6 | | |0271 831 8252 2.000 EA | 515.27000 1030.54| 483.00000 966.00| 1WAY 3SEC. ADJ. SIG. HD. S-9 | | |0272 831 8295 4.000 EA | 435.16000 1740.64| 425.25000 1701.00| 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | | |0273 833 3030 14.000 EA | 82.81000 1159.34| 72.45000 1014.30| BACKPLATE | | |0274 834(A) 8207 1245.000 LF | 1.26000 1568.70| 1.36000 1693.20| 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0275 834(A) 8208 455.000 LF | 1.53000 696.15| 1.47000 668.85| 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0276 834(A) 8213 545.000 LF | 4.22000 2299.90| 3.83000 2087.35| 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0277 834(B) 8220 10.000 LF | 2.17000 21.70| 0.53000 5.30| 2/C SHIELDED LOOP DETECTOR LEAD-IN CABL | | |0278 850(C) 8118 76.000 SF | 35.72000 2714.72| 30.45000 2314.20| MAST ARM MOUNTED SIGNS(ALUMINUM) | | | SECTION TOTALS | $ 190,321.50| $ 188,228.35| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0014 TRAFFIC SIGNING AND STRIPING -IMY-40-4(435)138 | | |0279 804(A) 2915 10.340 CY | 541.24000 5596.42| 525.00000 5428.50| STRUCTURAL CONCRETE | | |0280 804(B) 2916 1424.000 LB | 1.08000 1537.92| 1.05000 1495.20| REINFORCING STEEL | | |0281 805(A) 8724 52.000 EA | 10.82000 562.64| 10.50000 546.00| (PL)REMOVAL OF EXISTING SIGNS | | |0282 850(A) 8110 206.860 SF | 16.24000 3359.41| 15.75000 3258.05| SHEET ALUMINUM SIGNS | | |0283 850(B) 8112 410.750 SF | 19.48000 8001.41| 18.90000 7763.18| EXTRUDED ALUMINUM PANEL SIGNS | | |0284 851(A) 3206 178.000 LF | 15.15000 2696.70| 14.70000 2616.60| 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0285 851(A) 3207 102.000 LF | 18.94000 1931.88| 18.38000 1874.76| 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | | |0286 851(B) 3216 84.000 LF | 8.66000 727.44| 8.40000 705.60| 2"@3.65 GALV.STEEL PIPE POST | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -41 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0287 851(B) 3217 276.000 LF | 12.99000 3585.24| 12.60000 3477.60| 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0288 856(A) 8530 11509.000 LF | 0.43000 4948.87| 0.42000 4833.78| TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0289 856(A) 8540 603.000 LF | 1.30000 783.90| 1.26000 759.78| TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0290 856(A) 8548 284.000 LF | 4.33000 1229.72| 4.20000 1192.80| TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | |0291 856(A) 8555 473.000 LF | 7.58000 3585.34| 7.35000 3476.55| TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0292 856(B) 8860 31.000 EA | 108.25000 3355.75| 105.00000 3255.00| TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0293 856(B) 8870 5.000 EA | 64.95000 324.75| 63.00000 315.00| TRAFFIC STRIPE(MULTI-POLY.)(SYMBOLS) | | |0294 857(F) 8006 5000.000 LF | 0.22000 1100.00| 0.21000 1050.00| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0295 871(A) 8325 2.000 EA | 22191.01000 44382.02| 21525.00000 43050.00| (SP)IMPACT ATTENUATOR | | | SECTION TOTALS | $ 87,709.41| $ 85,098.40| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0015 TRAFFIC - IMY-40-4(435)138 | | |0296 857(C) 8851 22108.000 LF | 0.60000 13264.80| 0.58000 12822.64| REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0297 857(C) 8860 4.000 EA | 102.84000 411.36| 99.75000 399.00| REMOVABLE PAVEMENT MARKING TAPE(ARROWS) | | |0298 857(F) 8006 5000.000 LF | 0.22000 1100.00| 0.21000 1050.00| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0299 880(A) 8812 684.000 SD | 10.82000 7400.88| 10.50000 7182.00| ARROW DISPLAY(TYPE C) | | |0300 880(B) 8818 5514.000 SD | 0.32000 1764.48| 0.32000 1764.48| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0301 880(B) 8821 7816.000 SD | 0.32000 2501.12| 0.32000 2501.12| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0302 880(B) 8824 3751.000 SD | 0.32000 1200.32| 0.32000 1200.32| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0303 880(C) 8842 7586.000 SD | 0.13000 986.18| 0.13000 986.18| CONSTRUCTION BARRICADES(TYPE III) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -42 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0304 880(C) 8848 2400.000 SD | 0.05000 120.00| 0.05000 120.00| WING BARRICADES | | |0305 880(E) 8860 18923.000 SD | 0.16000 3027.68| 0.16000 3027.68| WARNING LIGHTS(TYPE A) | | |0306 880(F) 8878 29768.000 SD | 0.54000 16074.72| 0.53000 15777.04| DRUMS | | |0307 880(N) 0100 1.000 LSUM | 38969.57000 38969.57| 35542.50000 35542.50| (SP) TEMPORARY TRAFFIC SIGNAL SPAN WIRE | | | EQUIPMENT | | | SECTION TOTALS | $ 86,821.11| $ 82,372.96| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0016 ROADWAY - SBR-109N(182)SB | | |0308 221(C) 2801 1000.000 LF | 1.62000 1620.00| 1.16000 1160.00| TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 1,620.00| $ 1,160.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0017 BRIDGE 'A' -SBR-109N(182)SB | | |0309 501(G) 6309 610.700 CY | 135.00000 82444.50| 157.50000 96185.25| CLSM BACKFILL | | |0310 502 6116 1.000 LSUM | 10000.00000 10000.00| 9450.00000 9450.00| (PL)FALSEWORK JACKING | | |0311 504(A) 1304 916.000 SY | 150.00000 137400.00| 189.00000 173124.00| APPROACH SLAB | | |0312 504(B) 1305 2507.000 SY | 4.50000 11281.50| 14.04000 35198.28| SAW-CUT GROOVING | | |0313 504(C) 6250 228.000 LF | 235.00000 53580.00| 315.00000 71820.00| SEALED EXPANSION JOINT | | |0314 504(E) 6190 785.600 LF | 65.00000 51064.00| 105.00000 82488.00| 42" F-SHAPED PARAPET | | |0315 506(A) 1322 2690.000 LB | 5.00000 13450.00| 7.88000 21197.20| STRUCTURAL STEEL | | |0316 509(A) 1326 397.400 CY | 600.00000 238440.00| 840.00000 333816.00| CLASS AA CONCRETE | | |0317 511 6306 1028.000 EA | 17.50000 17990.00| 36.75000 37779.00| MECHANICAL SPLICES | | |0318 511(B) 6010 134243.000 LB | 1.00000 134243.00| 1.05000 140955.15| EPOXY COATED REINFORCING STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -43 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0319 512(A) 1323 1.000 LSUM | 25000.00000 25000.00| 20714.40000 20714.40| PAINTING EXISTING STRUCTURES | | |0320 512(B) 6303 1.000 LSUM | 5000.00000 5000.00| 5178.00000 5178.00| COLLECTION AND HANDLING OF WASTE | | |0321 515(A) 6013 549.000 SY | 4.00000 2196.00| 14.04000 7707.96| WATER REPELLENT (VISUALLY INSPECTED) | | |0322 520(A) 6058 52.000 LF | 50.00000 2600.00| 52.50000 2730.00| PREPARATION OF CRACKS, ABOVE WATER | | |0323 520(C) 6060 2.000 GAL | 150.00000 300.00| 105.00000 210.00| EPOXY RESIN, ABOVE WATER | | |0324 521(A) 6210 2.000 SY | 1500.00000 3000.00| 1050.00000 2100.00| PNEUMATICALLY PLACED MORTAR | | |0325 523(A) 6550 256.800 LF | 4.00000 1027.20| 34.86000 8952.05| SEALER CRACK PREPARATION | | |0326 523(B) 6560 2.500 GAL | 200.00000 500.00| 1178.00000 2945.00| SEALER RESIN | | |0327 524(A) 6610 460.300 SF | 70.00000 32221.00| 61.43000 28276.23| (SP)CARBON FIBER-REINFORCED POLYMER | | |0328 535 6130 66.200 SY | 100.00000 6620.00| 52.50000 3475.50| (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0329 540 4515 13.000 EA | 500.00000 6500.00| 393.75000 5118.75| (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0330 540 4525 3.000 EA | 750.00000 2250.00| 488.25000 1464.75| (PL)REPAIR BRIDGE ITEM (TYPE B) | | |0331 545 4815 2.000 EA | 3000.00000 6000.00| 2625.00000 5250.00| (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0332 619(B) 2500 1.000 LSUM | 220000.00000 220000.00| 147000.00000 147000.00| REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 1,063,107.20| $ 1,243,135.52| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0018 BRIDGE 'B' - SBR-109N(182)SB | | |0333 501(G) 6309 610.700 CY | 135.00000 82444.50| 157.50000 96185.25| CLSM BACKFILL | | |0334 502 6116 1.000 LSUM | 10000.00000 10000.00| 8400.00000 8400.00| (PL)FALSEWORK JACKING | | |0335 504(A) 1304 916.000 SY | 150.00000 137400.00| 189.00000 173124.00| APPROACH SLAB | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -44 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0336 504(B) 1305 2507.000 SY | 4.50000 11281.50| 14.04000 35198.28| SAW-CUT GROOVING | | |0337 504(C) 6250 228.000 LF | 235.00000 53580.00| 315.00000 71820.00| SEALED EXPANSION JOINT | | |0338 504(E) 6190 785.600 LF | 65.00000 51064.00| 105.00000 82488.00| 42" F-SHAPED PARAPET | | |0339 506(A) 1322 2690.000 LB | 5.00000 13450.00| 7.87000 21170.30| STRUCTURAL STEEL | | |0340 509(A) 1326 395.200 CY | 525.00000 207480.00| 840.00000 331968.00| CLASS AA CONCRETE | | |0341 511 6306 1028.000 EA | 17.50000 17990.00| 36.75000 37779.00| MECHANICAL SPLICES | | |0342 511(B) 6010 133824.000 LB | 1.00000 133824.00| 1.05000 140515.20| EPOXY COATED REINFORCING STEEL | | |0343 512(A) 1323 1.000 LSUM | 25000.00000 25000.00| 20714.40000 20714.40| PAINTING EXISTING STRUCTURES | | |0344 512(B) 6303 1.000 LSUM | 5000.00000 5000.00| 5178.60000 5178.60| COLLECTION AND HANDLING OF WASTE | | |0345 515(A) 6013 549.000 SY | 4.00000 2196.00| 14.04000 7707.96| WATER REPELLENT (VISUALLY INSPECTED) | | |0346 520(A) 6058 35.000 LF | 50.00000 1750.00| 52.50000 1837.50| PREPARATION OF CRACKS, ABOVE WATER | | |0347 520(C) 6060 1.400 GAL | 150.00000 210.00| 105.00000 147.00| EPOXY RESIN, ABOVE WATER | | |0348 521(A) 6210 3.000 SY | 1500.00000 4500.00| 1050.00000 3150.00| PNEUMATICALLY PLACED MORTAR | | |0349 523(A) 6550 256.800 LF | 4.00000 1027.20| 34.86000 8952.05| SEALER CRACK PREPARATION | | |0350 523(B) 6560 2.500 GAL | 200.00000 500.00| 1178.00000 2945.00| SEALER RESIN | | |0351 524(A) 6610 574.200 SF | 70.00000 40194.00| 61.43000 35273.11| (SP)CARBON FIBER-REINFORCED POLYMER | | |0352 535 6130 63.800 SY | 100.00000 6380.00| 52.50000 3349.50| (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0353 540 4515 10.000 EA | 500.00000 5000.00| 393.75000 3937.50| (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0354 619(B) 2500 1.000 LSUM | 220000.00000 220000.00| 147000.00000 147000.00| REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 1,030,271.20| $ 1,238,840.65| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -45 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0019 TRAFFIC - SBR-109N(182)SB | | |0355 855(A) 8812 1164.000 LF | 0.49000 570.36| 0.47000 547.08| TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0356 857(F) 8006 1164.000 LF | 0.22000 256.08| 0.21000 244.44| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0357 876(A) 8482 60.000 SD | 7.58000 454.80| 7.35000 441.00| (PL)TRUCK MOUNTED ATTENUATOR | | |0358 880(A) 8812 60.000 SD | 9.74000 584.40| 9.45000 567.00| ARROW DISPLAY(TYPE C) | | |0359 880(B) 8818 240.000 SD | 0.54000 129.60| 0.53000 127.20| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0360 880(B) 8821 420.000 SD | 0.54000 226.80| 0.53000 222.60| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0361 880(B) 8824 300.000 SD | 4.33000 1299.00| 4.20000 1260.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0362 880(C) 8842 240.000 SD | 0.11000 26.40| 0.11000 26.40| CONSTRUCTION BARRICADES(TYPE III) | | |0363 880(C) 8851 4.000 EA | 108.25000 433.00| 105.00000 420.00| WING BARRICADES | | |0364 880(E) 8860 300.000 SD | 1.08000 324.00| 1.05000 315.00| WARNING LIGHTS(TYPE A) | | |0365 880(F) 8878 1800.000 SD | 0.11000 198.00| 0.11000 198.00| DRUMS | | | SECTION TOTALS | $ 4,502.44| $ 4,368.72| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0020 STAKING - SBR-109N(182)SB | | |0366 642(A) 0095 1.000 LSUM | 22000.00000 22000.00| 90050.00000 90050.00| CONSTRUCTION STAKING LEVEL I | | | SECTION TOTALS | $ 22,000.00| $ 90,050.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0021 CONSTRUCTION - SBR-109N(182)SB | | |0367 641 1399 1.000 LSUM | 100000.00000 100000.00| 509232.00000 509232.00| MOBILIZATION | | | SECTION TOTALS | $ 100,000.00| $ 509,232.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 100 -45 TABULATION OF BIDS
CALL ORDER : 100 CONTRACT ID : 130003 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069D |( 4 ) 430995985 |( ) |ALLEN CONTR./ MANHATTAN RD. |CHESTER BROSS CONST. CO/C.B. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 51,361,761.57| $ 58,312,282.06| $==================================================================================================================================== COST PLUS TIME TOTALS | $ 56,111,761.57| $ 63,812,282.06 | $ 0.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 120 -1 TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : 130015 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 90 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STP-109D(163)CI COUNTY ROAD (EW-96): OVER A TRIBUTARY OF UNCLE JOHNS CREEK, 0.25 MILES EAST OF US-81. PROJECT LENGTH = 0.170 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 395,140.00 100.7826% 100.0000% 1 731419591 -- BRIDGECO CONTRACTORS, INC. $ 392,071.54 100.0000% 99.2234% 2 731427175 -- K & R BUILDERS, INC. $ 394,166.35 100.5343% 99.7536% 3 480596521 -- REECE CONSTRUCTION CO., INC. $ 406,673.66 103.7244% 102.9189% 4 263895273 -- RRY SERVICES, LLC $ 429,254.40 109.4837% 108.6335% 5 731194867 -- CIMARRON CONSTRUCTION COMPANY $ 476,527.75 121.5410% 120.5972%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731419591 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |BRIDGECO CONTRACTORS, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 8000.00000 8000.00| 3000.00000 3000.00| 3500.00000 3500.00 CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 25000.00000 25000.00| 21000.00000 21000.00| 20000.00000 20000.00 EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 6000.00000 6000.00| 4000.00000 4000.00| 4625.00000 4625.00 TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 1700.000 LF | 3.00000 5100.00| 3.00000 5100.00| 1.70000 2890.00 TEMPORARY SILT FENCE | | |0005 221(F) 0100 90.000 LF | 3.50000 315.00| 8.00000 720.00| 9.00000 810.00 TEMPORARY SILT DIKE | | |0006 230(A) 2806 2407.000 SY | 6.50000 15645.50| 3.50000 8424.50| 2.00000 4814.00 SOLID SLAB SODDING | | |0007 307(J) 4290 2432.000 SY | 6.00000 14592.00| 8.50000 20672.00| 8.47000 20599.04 MODIFIED SUBGRADE | | |0008 311(B) 0152 842.000 LF | 5.00000 4210.00| 7.50000 6315.00| 7.15000 6020.30 PROCESSING EXISTING BASE & SURFACE, | | | METHOD B | | |0009 407(B) 0250 105.000 GAL | 2.50000 262.50| 5.00000 525.00| 4.01000 421.05 TACK COAT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 120 -2 TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : 130015 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731419591 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |BRIDGECO CONTRACTORS, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 408 5774 950.000 GAL | 3.50000 3325.00| 7.70000 7315.00| 7.37000 7001.50 PRIME COAT | | |0011 411(B) 5945 500.000 TON | 77.00000 38500.00| 86.00000 43000.00| 82.28000 41140.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0012 411(C) 5955 247.000 TON | 80.00000 19760.00| 118.50000 29269.50| 113.41000 28012.27 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0013 509(D) 0325 10.000 CY | 300.00000 3000.00| 250.00000 2500.00| 245.00000 2450.00 CLASS C CONCRETE | | | SECTION TOTALS | $ 143,710.00| $ 151,841.00| $ 142,283.16------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0014 501(B) 1307 180.000 CY | 25.00000 4500.00| 10.00000 1800.00| 9.00000 1620.00 SUBSTRUCTURE EXCAVATION COMMON | | |0015 501(F) 6352 66.000 CY | 60.00000 3960.00| 65.00000 4290.00| 70.00000 4620.00 GRANULAR BACKFILL | | |0016 503(A) 1311 164.000 LF | 250.00000 41000.00| 206.46000 33859.44| 205.77000 33746.28 PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0017 504(B) 1305 169.000 SY | 6.00000 1014.00| 20.00000 3380.00| 13.20000 2230.80 SAW-CUT GROOVING | | |0018 504(D) 6239 166.000 LF | 65.00000 10790.00| 70.00000 11620.00| 77.50000 12865.00 CONCRETE RAIL (TR3) | | |0019 506(A) 1322 280.000 LB | 3.00000 840.00| 3.00000 840.00| 5.00000 1400.00 STRUCTURAL STEEL | | |0020 507(A) 6172 3.000 EA | 1000.00000 3000.00| 1110.00000 3330.00| 900.00000 2700.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0021 507(B) 6176 3.000 EA | 1000.00000 3000.00| 1110.00000 3330.00| 900.00000 2700.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0022 509(A) 1326 45.000 CY | 500.00000 22500.00| 500.00000 22500.00| 550.00000 24750.00 CLASS AA CONCRETE | | |0023 509(B) 1328 61.000 CY | 550.00000 33550.00| 500.00000 30500.00| 545.00000 33245.00 CLASS A CONCRETE | | |0024 511(A) 1332 20099.000 LB | 1.00000 20099.00| 1.05000 21103.95| 0.89000 17888.11 REINFORCING STEEL | | |0025 514(A) 6010 228.000 LF | 32.00000 7296.00| 27.00000 6156.00| 28.00000 6384.00 PILES, FURNISHED (HP 10X42) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 120 -3 TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : 130015 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731419591 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |BRIDGECO CONTRACTORS, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0026 514(A) 6011 541.000 LF | 30.00000 16230.00| 32.15000 17393.15| 30.10000 16284.10 PILES, FURNISHED (HP 12X53) | | |0027 514(B) 6292 228.000 LF | 12.00000 2736.00| 12.00000 2736.00| 12.00000 2736.00 PILES, DRIVEN (HP 10X42) | | |0028 514(B) 6294 541.000 LF | 15.00000 8115.00| 12.00000 6492.00| 12.90000 6978.90 PILES, DRIVEN (HP 12X53) | | |0029 601(B) 1353 460.000 TON | 35.00000 16100.00| 39.00000 17940.00| 42.30000 19458.00 TYPE I-A PLAIN RIPRAP | | |0030 601(C) 1355 140.000 TON | 35.00000 4900.00| 38.00000 5320.00| 35.05000 4907.00 TYPE I-A FILTER BLANKET | | |0031 613(H) 6204 52.000 LF | 25.00000 1300.00| 45.00000 2340.00| 35.00000 1820.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0032 613(I) 6207 100.000 LF | 25.00000 2500.00| 7.00000 700.00| 30.00000 3000.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0033 619(D) 1397 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 4250.00000 4250.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0034 623(F) 6033 4.000 EA | 2500.00000 10000.00| 2200.00000 8800.00| 2250.00000 9000.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0035 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 2800.00000 2800.00| 2500.00000 2500.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 223,430.00| $ 212,230.54| $ 215,083.19------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0036 642(A) 0095 1.000 LSUM | 5000.00000 5000.00| 4500.00000 4500.00| 4500.00000 4500.00 CONSTRUCTION STAKING LEVEL I | | | SECTION TOTALS | $ 5,000.00| $ 4,500.00| $ 4,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0037 220 2800 1.000 LSUM | 8000.00000 8000.00| 2500.00000 2500.00| 2800.00000 2800.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0038 641 1399 1.000 LSUM | 15000.00000 15000.00| 21000.00000 21000.00| 29500.00000 29500.00 MOBILIZATION | | | SECTION TOTALS | $ 23,000.00| $ 23,500.00| $ 32,300.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 395,140.00| $ 392,071.54| $ 394,166.35====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 120 -4 TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : 130015 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 480596521 |( 4 ) 263895273 |( 5 ) 731194867 |REECE CONSTRUCTION CO., INC. |RRY SERVICES, LLC |CIMARRON CONSTRUCTION COMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 8000.00000 8000.00| 11000.00000 11000.00 CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 12000.00000 12000.00| 16000.00000 16000.00| 20000.00000 20000.00 EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 3500.00000 3500.00 TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 1700.000 LF | 1.40000 2380.00| 2.25000 3825.00| 2.00000 3400.00 TEMPORARY SILT FENCE | | |0005 221(F) 0100 90.000 LF | 15.00000 1350.00| 13.00000 1170.00| 8.00000 720.00 TEMPORARY SILT DIKE | | |0006 230(A) 2806 2407.000 SY | 1.50000 3610.50| 1.60000 3851.20| 2.50000 6017.50 SOLID SLAB SODDING | | |0007 307(J) 4290 2432.000 SY | 5.50000 13376.00| 8.75000 21280.00| 6.50000 15808.00 MODIFIED SUBGRADE | | |0008 311(B) 0152 842.000 LF | 8.00000 6736.00| 13.50000 11367.00| 9.50000 7999.00 PROCESSING EXISTING BASE & SURFACE, | | | METHOD B | | |0009 407(B) 0250 105.000 GAL | 2.00000 210.00| 4.80000 504.00| 2.35000 246.75 TACK COAT | | |0010 408 5774 950.000 GAL | 7.50000 7125.00| 4.80000 4560.00| 8.75000 8312.50 PRIME COAT | | |0011 411(B) 5945 500.000 TON | 80.00000 40000.00| 106.00000 53000.00| 95.00000 47500.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0012 411(C) 5955 247.000 TON | 100.00000 24700.00| 115.00000 28405.00| 119.00000 29393.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0013 509(D) 0325 10.000 CY | 314.00000 3140.00| 300.00000 3000.00| 225.00000 2250.00 CLASS C CONCRETE | | | SECTION TOTALS | $ 124,627.50| $ 159,962.20| $ 156,146.75------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0014 501(B) 1307 180.000 CY | 25.00000 4500.00| 11.00000 1980.00| 15.00000 2700.00 SUBSTRUCTURE EXCAVATION COMMON | | |0015 501(F) 6352 66.000 CY | 44.00000 2904.00| 135.00000 8910.00| 80.00000 5280.00 GRANULAR BACKFILL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 120 -5 TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : 130015 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 480596521 |( 4 ) 263895273 |( 5 ) 731194867 |REECE CONSTRUCTION CO., INC. |RRY SERVICES, LLC |CIMARRON CONSTRUCTION COMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0016 503(A) 1311 164.000 LF | 217.00000 35588.00| 223.00000 36572.00| 230.00000 37720.00 PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0017 504(B) 1305 169.000 SY | 11.84000 2000.96| 5.80000 980.20| 25.00000 4225.00 SAW-CUT GROOVING | | |0018 504(D) 6239 166.000 LF | 92.00000 15272.00| 95.00000 15770.00| 80.00000 13280.00 CONCRETE RAIL (TR3) | | |0019 506(A) 1322 280.000 LB | 3.00000 840.00| 3.30000 924.00| 3.70000 1036.00 STRUCTURAL STEEL | | |0020 507(A) 6172 3.000 EA | 941.00000 2823.00| 894.00000 2682.00| 950.00000 2850.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0021 507(B) 6176 3.000 EA | 941.00000 2823.00| 894.00000 2682.00| 950.00000 2850.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0022 509(A) 1326 45.000 CY | 776.00000 34920.00| 690.00000 31050.00| 700.00000 31500.00 CLASS AA CONCRETE | | |0023 509(B) 1328 61.000 CY | 631.00000 38491.00| 420.00000 25620.00| 650.00000 39650.00 CLASS A CONCRETE | | |0024 511(A) 1332 20099.000 LB | 0.80000 16079.20| 1.00000 20099.00| 1.00000 20099.00 REINFORCING STEEL | | |0025 514(A) 6010 228.000 LF | 36.00000 8208.00| 35.00000 7980.00| 65.00000 14820.00 PILES, FURNISHED (HP 10X42) | | |0026 514(A) 6011 541.000 LF | 43.00000 23263.00| 39.00000 21099.00| 77.00000 41657.00 PILES, FURNISHED (HP 12X53) | | |0027 514(B) 6292 228.000 LF | 8.00000 1824.00| 9.50000 2166.00| 28.00000 6384.00 PILES, DRIVEN (HP 10X42) | | |0028 514(B) 6294 541.000 LF | 8.00000 4328.00| 10.00000 5410.00| 30.00000 16230.00 PILES, DRIVEN (HP 12X53) | | |0029 601(B) 1353 460.000 TON | 54.00000 24840.00| 44.50000 20470.00| 50.00000 23000.00 TYPE I-A PLAIN RIPRAP | | |0030 601(C) 1355 140.000 TON | 45.00000 6300.00| 34.50000 4830.00| 40.00000 5600.00 TYPE I-A FILTER BLANKET | | |0031 613(H) 6204 52.000 LF | 5.00000 260.00| 9.00000 468.00| 25.00000 1300.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0032 613(I) 6207 100.000 LF | 5.00000 500.00| 9.00000 900.00| 25.00000 2500.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0033 619(D) 1397 1.000 LSUM | 9912.00000 9912.00| 15000.00000 15000.00| 8000.00000 8000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 120 -6 TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : 130015 COUNTIES : CANADIAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 480596521 |( 4 ) 263895273 |( 5 ) 731194867 |REECE CONSTRUCTION CO., INC. |RRY SERVICES, LLC |CIMARRON CONSTRUCTION COMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0034 623(F) 6033 4.000 EA | 1900.00000 7600.00| 2300.00000 9200.00| 2300.00000 9200.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0035 880(J) 8905 1.000 LSUM | 1520.00000 1520.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 244,796.16| $ 236,792.20| $ 291,881.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0036 642(A) 0095 1.000 LSUM | 3850.00000 3850.00| 8000.00000 8000.00| 7500.00000 7500.00 CONSTRUCTION STAKING LEVEL I | | | SECTION TOTALS | $ 3,850.00| $ 8,000.00| $ 7,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0037 220 2800 1.000 LSUM | 2000.00000 2000.00| 1000.00000 1000.00| 6000.00000 6000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0038 641 1399 1.000 LSUM | 31400.00000 31400.00| 23500.00000 23500.00| 15000.00000 15000.00 MOBILIZATION | | | SECTION TOTALS | $ 33,400.00| $ 24,500.00| $ 21,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 406,673.66| $ 429,254.40| $ 476,527.75====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -1 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 360 CALENDAR DAYS GRADE, DRAIN, SURFACE, AND BRIDGE RURAL PROJECT(S) : STPY-110C(157) SH-53: FROM 5.5 MILES EAST OF SH-76, EXTEND EAST. PROJECT LENGTH = 1.46 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 6,811,764.60 103.1320% 100.0000% 1 731204879 -- SILVER STAR CONSTRUCTION CO., INC. $ 6,604,900.00 100.0000% 96.9631% 2 731394406A -- OBC, INC./PLAINS BRIDGE CONTR. OF OK., L $ 6,725,347.42 101.8236% 98.7314% 3 731452852 -- OVERLAND CORPORATION $ 6,827,367.93 103.3682% 100.2291% 4 381504686 -- INTERSTATE HIGHWAY CONSTRUCTION, INC. $ 7,020,461.33 106.2917% 103.0638%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731394406A |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |OBC, INC./PLAINS BRIDGE CONTRLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 25000.00000 25000.00| 27970.00000 27970.00| 20142.00000 20142.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 101260.000 CY | 6.00000 607560.00| 4.10000 415166.00| 4.88000 494148.80 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 45534.000 CY | 8.00000 364272.00| 5.90000 268650.60| 5.21000 237232.14 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 40000.00000 40000.00| 127100.00000 127100.00| 62100.00000 62100.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 600.000 LF | 2.00000 1200.00| 1.55000 930.00| 2.68000 1608.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 1360.000 LF | 8.00000 10880.00| 8.20000 11152.00| 9.16000 12457.60 TEMPORARY SILT DIKE | | |0007 221(G) 0151 16.000 CY | 80.00000 1280.00| 25.50000 408.00| 79.92000 1278.72 TEMPORARY ROCK FILTER DAM TYPE 2 | | |0008 230(A) 2806 33700.000 SY | 1.50000 50550.00| 1.45000 48865.00| 1.32000 44484.00 SOLID SLAB SODDING | | |0009 232(B) 2814 20.000 AC | 500.00000 10000.00| 618.00000 12360.00| 591.84000 11836.80 SEEDING METHOD B | | |0010 233(A) 2817 20.000 AC | 500.00000 10000.00| 515.00000 10300.00| 571.32000 11426.40 VEGETATIVE MULCHING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -2 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731394406A |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |OBC, INC./PLAINS BRIDGE CONTRLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 241 2832 40.000 AC | 65.00000 2600.00| 82.40000 3296.00| 89.64000 3585.60 MOWING | | |0012 303(A) 2100 7306.000 CY | 40.00000 292240.00| 44.50000 325117.00| 36.52000 266815.12 AGGREGATE BASE TYPE A | | |0013 307(B) 4210 1916.000 TON | 67.00000 128372.00| 40.00000 76640.00| 54.00000 103464.00 CEMENT KILN DUST | | |0014 307(D) 4230 256.000 TON | 150.00000 38400.00| 150.00000 38400.00| 165.24000 42301.44 LIME | | |0015 307(E) 4240 35471.000 SY | 2.50000 88677.50| 2.20000 78036.20| 2.86000 101447.06 CEMENTITIOUS STABILIZED SUBGRADE | | |0016 307(G) 4260 14189.000 SY | 2.00000 28378.00| 2.20000 31215.80| 1.73000 24546.97 LIME PRETREATMENT | | |0017 325 5271 40776.000 SY | 1.30000 53008.80| 0.90000 36698.40| 1.54000 62795.04 SEPARATOR FABRIC | | |0018 402(E) 0225 6388.000 TON | 2.80000 17886.40| 18.40000 117539.20| 20.09000 128334.92 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0019 407(B) 0250 4373.000 GAL | 2.80000 12244.40| 4.00000 17492.00| 3.24000 14168.52 TACK COAT | | |0020 408 5774 13582.000 GAL | 4.50000 61119.00| 4.50000 61119.00| 5.99000 81356.18 PRIME COAT | | |0021 411(B) 5940 3133.000 TON | 74.00000 231842.00| 70.15000 219779.95| 73.98000 231779.34 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0022 411(B) 5945 10174.000 TON | 68.00000 691832.00| 60.50000 615527.00| 68.47000 696613.78 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0023 411(C) 5955 2089.000 TON | 82.00000 171298.00| 78.90000 164822.10| 85.32000 178233.48 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0024 411(C) 5960 3557.000 TON | 78.00000 277446.00| 68.00000 241876.00| 72.36000 257384.52 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0025 412 5267 3000.000 SY | 1.70000 5100.00| 3.30000 9900.00| 4.32000 12960.00 COLD MILLING PAVEMENT | | |0026 413(A) 4861 13979.000 LF | 0.20000 2795.80| 0.15000 2096.85| 0.81000 11322.99 RUMBLE STRIP-METHOD HMA-CON | | |0027 501(A) 1306 90.000 CY | 16.00000 1440.00| 10.30000 927.00| 21.60000 1944.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0028 509(A) 0319 185.000 CY | 400.00000 74000.00| 309.00000 57165.00| 402.08000 74384.80 CLASS AA CONCRETE | | |0029 509(D) 0325 466.000 CY | 255.00000 118830.00| 227.00000 105782.00| 312.99000 145853.34 CLASS C CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -3 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731394406A |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |OBC, INC./PLAINS BRIDGE CONTRLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 511(A) 0332 29924.000 LB | 0.90000 26931.60| 0.90000 26931.60| 1.04000 31120.96 REINFORCING STEEL | | |0031 601(A) 0297 743.000 TON | 25.00000 18575.00| 46.00000 34178.00| 34.43000 25581.49 TYPE I PLAIN RIPRAP | | |0032 613(A) 0491 495.000 LF | 45.00000 22275.00| 62.00000 30690.00| 37.99000 18805.05 18" R.C.PIPE CLASS III | | |0033 613(A) 0492 126.000 LF | 57.00000 7182.00| 103.00000 12978.00| 51.46000 6483.96 24" R.C.PIPE CLASS III | | |0034 613(B) 0689 717.000 LF | 28.00000 20076.00| 23.00000 16491.00| 20.90000 14985.30 18" CORR. GALV. STEEL PIPE | | |0035 613(B) 4531 34.000 LF | 200.00000 6800.00| 72.00000 2448.00| 46.21000 1571.14 49" X 33" CORR. GALV. STEEL PIPE ARCH | | |0036 613(M) 7186 5.000 EA | 900.00000 4500.00| 721.00000 3605.00| 922.83000 4614.15 TYPE A4 CULVERT END TREATMENT | | |0037 613(M) 7187 2.000 EA | 1100.00000 2200.00| 1030.00000 2060.00| 1178.99000 2357.98 TYPE B4 CULVERT END TREATMENT | | |0038 613(M) 7196 5.000 EA | 1100.00000 5500.00| 1030.00000 5150.00| 1270.31000 6351.55 TYPE A6 CULVERT END TREATMENT | | |0039 613(M) 7197 2.000 EA | 1300.00000 2600.00| 1545.00000 3090.00| 1607.47000 3214.94 TYPE B6 CULVERT END TREATMENT | | |0040 619(A) 0920 1.000 LSUM | 30000.00000 30000.00| 42130.00000 42130.00| 9720.00000 9720.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0041 619(B) 4728 19218.000 SY | 2.80000 53810.40| 2.00000 38436.00| 2.16000 41510.88 REMOVAL OF ASPHALT PAVEMENT | | |0042 619(B) 4780 2222.000 LF | 2.50000 5555.00| 1.30000 2888.60| 2.70000 5999.40 REMOVAL OF GUARDRAIL | | |0043 619(C) 0924 2851.000 LF | 3.00000 8553.00| 4.00000 11404.00| 2.70000 7697.70 SAWING PAVEMENT | | |0044 623(A) 0932 2625.000 LF | 17.00000 44625.00| 15.50000 40687.50| 16.31000 42813.75 BEAM GUARDRAIL W-BEAM SINGLE | | |0045 623(G) 8590 12.000 EA | 2300.00000 27600.00| 2050.00000 24600.00| 2149.20000 25790.40 GUARDRAIL END TREATMENT (31") | | |0046 623(I) 8700 12.000 EA | 1700.00000 20400.00| 1380.00000 16560.00| 1447.20000 17366.40 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0047 624(C) 4459 1122.000 LF | 4.00000 4488.00| 4.10000 4600.20| 4.08000 4577.76 FENCE-STYLE SWF (5 BARBED WIRE) | | |0048 624(D) 4470 1.000 EA | 800.00000 800.00| 721.00000 721.00| 756.00000 756.00 GATE, GALVANIZED STEEL | | | SECTION TOTALS | $ 3,730,722.90| $ 3,445,980.00| $ 3,607,324.37------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -4 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731394406A |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |OBC, INC./PLAINS BRIDGE CONTRLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'B' | | |0049 501(B) 1307 270.000 CY | 15.00000 4050.00| 10.30000 2781.00| 22.40000 6048.00 SUBSTRUCTURE EXCAVATION COMMON | | |0050 501(G) 6309 326.000 CY | 150.00000 48900.00| 113.00000 36838.00| 156.55000 51035.30 CLSM BACKFILL | | |0051 503(A) 1313 1076.000 LF | 200.00000 215200.00| 206.00000 221656.00| 205.10000 220687.60 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0052 504(A) 1304 468.600 SY | 170.00000 79662.00| 175.00000 82005.00| 157.17000 73649.86 APPROACH SLAB | | |0053 504(B) 1305 1668.800 SY | 6.00000 10012.80| 4.00000 6675.20| 4.03000 6725.26 SAW-CUT GROOVING | | |0054 504(C) 6250 57.900 LF | 300.00000 17370.00| 330.00000 19107.00| 305.58000 17693.08 SEALED EXPANSION JOINT | | |0055 504(D) 6245 751.000 LF | 65.00000 48815.00| 67.00000 50317.00| 84.33000 63331.83 CONCRETE RAIL (TR4) | | |0056 506(A) 1322 1780.000 LB | 4.00000 7120.00| 2.60000 4628.00| 3.65000 6497.00 STRUCTURAL STEEL | | |0057 507(A) 6170 8.000 EA | 3000.00000 24000.00| 3090.00000 24720.00| 1722.16000 13777.28 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0058 507(B) 6174 16.000 EA | 3000.00000 48000.00| 3090.00000 49440.00| 1733.89000 27742.24 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0059 509(A) 1326 324.100 CY | 475.00000 153947.50| 474.00000 153623.40| 509.93000 165268.31 CLASS AA CONCRETE | | |0060 509(B) 1328 288.500 CY | 450.00000 129825.00| 474.00000 136749.00| 551.11000 158995.24 CLASS A CONCRETE | | |0061 511(B) 6010 145430.000 LB | 1.05000 152701.50| 1.00000 145430.00| 0.99000 143975.70 EPOXY COATED REINFORCING STEEL | | |0062 513(B) 6019 40.000 SY | 500.00000 20000.00| 257.50000 10300.00| 672.00000 26880.00 CLASS B BRIDGE DECK REPAIR | | |0063 513(C) 6020 40.000 SY | 800.00000 32000.00| 257.50000 10300.00| 896.00000 35840.00 CLASS C BRIDGE DECK REPAIR | | |0064 514(A) 6011 1137.000 LF | 40.00000 45480.00| 36.00000 40932.00| 37.49000 42626.13 PILES, FURNISHED (HP 12X53) | | |0065 514(B) 6294 1137.000 LF | 20.00000 22740.00| 15.50000 17623.50| 8.96000 10187.52 PILES, DRIVEN (HP 12X53) | | |0066 515(A) 6013 1466.000 SY | 4.00000 5864.00| 4.65000 6816.90| 3.92000 5746.72 WATER REPELLENT (VISUALLY INSPECTED) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -5 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731394406A |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |OBC, INC./PLAINS BRIDGE CONTRLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0067 516(A) 6096 212.000 LF | 700.00000 148400.00| 721.00000 152852.00| 648.95000 137577.40 DRILLED SHAFTS 60" DIAMETER | | |0068 523(A) 6550 57.300 LF | 5.00000 286.50| 5.00000 286.50| 3.36000 192.53 SEALER CRACK PREPARATION | | |0069 523(B) 6560 1.000 GAL | 250.00000 250.00| 154.50000 154.50| 112.00000 112.00 SEALER RESIN | | |0070 601(B) 1353 1962.000 TON | 36.00000 70632.00| 41.00000 80442.00| 31.23000 61273.26 TYPE I-A PLAIN RIPRAP | | |0071 601(C) 1355 352.000 TON | 30.00000 10560.00| 41.00000 14432.00| 23.01000 8099.52 TYPE I-A FILTER BLANKET | | |0072 613(H) 6204 118.000 LF | 20.00000 2360.00| 51.00000 6018.00| 41.76000 4927.68 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0073 613(I) 6207 82.000 LF | 10.00000 820.00| 51.00000 4182.00| 7.95000 651.90 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0074 619(D) 1397 1.000 LSUM | 50000.00000 50000.00| 30900.00000 30900.00| 78400.00000 78400.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,348,996.30| $ 1,309,209.00| $ 1,367,941.36------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'C' | | |0075 501(B) 1307 90.000 CY | 15.00000 1350.00| 93.00000 8370.00| 28.00000 2520.00 SUBSTRUCTURE EXCAVATION COMMON | | |0076 501(G) 6309 304.000 CY | 150.00000 45600.00| 113.00000 34352.00| 156.55000 47591.20 CLSM BACKFILL | | |0077 503(A) 6290 479.000 LF | 250.00000 119750.00| 268.00000 128372.00| 267.28000 128027.12 PRESTRESSED CONCRETE BEAMS (TYPE J BT) | | |0078 504(A) 1304 271.800 SY | 170.00000 46206.00| 175.00000 47565.00| 156.00000 42400.80 APPROACH SLAB | | |0079 504(B) 1305 793.400 SY | 6.00000 4760.40| 4.00000 3173.60| 4.03000 3197.40 SAW-CUT GROOVING | | |0080 504(D) 6245 357.000 LF | 65.00000 23205.00| 67.00000 23919.00| 78.73000 28106.61 CONCRETE RAIL (TR4) | | |0081 506(A) 1322 600.000 LB | 4.00000 2400.00| 2.60000 1560.00| 3.65000 2190.00 STRUCTURAL STEEL | | |0082 507(A) 6172 8.000 EA | 800.00000 6400.00| 566.50000 4532.00| 287.98000 2303.84 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0083 509(A) 1326 203.100 CY | 475.00000 96472.50| 474.00000 96269.40| 528.97000 107433.81 CLASS AA CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -6 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731394406A |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |OBC, INC./PLAINS BRIDGE CONTRLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0084 509(B) 1328 69.200 CY | 450.00000 31140.00| 474.00000 32800.80| 579.11000 40074.41 CLASS A CONCRETE | | |0085 511(B) 6010 49450.000 LB | 1.05000 51922.50| 1.00000 49450.00| 1.11000 54889.50 EPOXY COATED REINFORCING STEEL | | |0086 513(B) 6019 20.000 SY | 500.00000 10000.00| 309.00000 6180.00| 672.00000 13440.00 CLASS B BRIDGE DECK REPAIR | | |0087 513(C) 6020 20.000 SY | 800.00000 16000.00| 309.00000 6180.00| 896.00000 17920.00 CLASS C BRIDGE DECK REPAIR | | |0088 514(A) 6010 1476.000 LF | 30.00000 44280.00| 31.00000 45756.00| 27.36000 40383.36 PILES, FURNISHED (HP 10X42) | | |0089 514(B) 6292 1476.000 LF | 15.00000 22140.00| 15.50000 22878.00| 5.60000 8265.60 PILES, DRIVEN (HP 10X42) | | |0090 515(A) 6013 620.000 SY | 4.00000 2480.00| 4.65000 2883.00| 3.92000 2430.40 WATER REPELLENT (VISUALLY INSPECTED) | | |0091 601(B) 1353 60.000 TON | 36.00000 2160.00| 41.00000 2460.00| 31.23000 1873.80 TYPE I-A PLAIN RIPRAP | | |0092 601(C) 1355 20.000 TON | 30.00000 600.00| 41.00000 820.00| 23.01000 460.20 TYPE I-A FILTER BLANKET | | |0093 613(H) 6204 84.000 LF | 20.00000 1680.00| 51.00000 4284.00| 47.36000 3978.24 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0094 613(I) 6207 85.000 LF | 20.00000 1700.00| 51.00000 4335.00| 7.95000 675.75 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0095 619(D) 1397 1.000 LSUM | 25000.00000 25000.00| 41200.00000 41200.00| 24640.00000 24640.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 555,246.40| $ 567,339.80| $ 572,802.04------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE 'D' | | |0096 501(B) 1307 90.000 CY | 15.00000 1350.00| 10.00000 900.00| 28.00000 2520.00 SUBSTRUCTURE EXCAVATION COMMON | | |0097 501(G) 6309 304.000 CY | 150.00000 45600.00| 113.00000 34352.00| 145.35000 44186.40 CLSM BACKFILL | | |0098 503(A) 6290 698.000 LF | 250.00000 174500.00| 268.00000 187064.00| 276.66000 193108.68 PRESTRESSED CONCRETE BEAMS (TYPE J BT) | | |0099 504(A) 1304 271.800 SY | 170.00000 46206.00| 175.00000 47565.00| 156.00000 42400.80 APPROACH SLAB | | |0100 504(B) 1305 882.200 SY | 6.00000 5293.20| 4.00000 3528.80| 4.03000 3555.27 SAW-CUT GROOVING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -7 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731394406A |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |OBC, INC./PLAINS BRIDGE CONTRLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0101 504(D) 6245 397.000 LF | 65.00000 25805.00| 67.00000 26599.00| 78.73000 31255.81 CONCRETE RAIL (TR4) | | |0102 506(A) 1322 600.000 LB | 4.00000 2400.00| 2.60000 1560.00| 3.65000 2190.00 STRUCTURAL STEEL | | |0103 507(A) 6172 10.000 EA | 800.00000 8000.00| 670.00000 6700.00| 287.98000 2879.80 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0104 509(A) 1326 224.200 CY | 475.00000 106495.00| 474.00000 106270.80| 500.97000 112317.47 CLASS AA CONCRETE | | |0105 509(B) 1328 69.600 CY | 450.00000 31320.00| 474.00000 32990.40| 579.11000 40306.06 CLASS A CONCRETE | | |0106 511(B) 6010 54780.000 LB | 1.20000 65736.00| 1.00000 54780.00| 1.11000 60805.80 EPOXY COATED REINFORCING STEEL | | |0107 513(B) 6019 20.000 SY | 500.00000 10000.00| 309.00000 6180.00| 672.00000 13440.00 CLASS B BRIDGE DECK REPAIR | | |0108 513(C) 6020 20.000 SY | 800.00000 16000.00| 309.00000 6180.00| 896.00000 17920.00 CLASS C BRIDGE DECK REPAIR | | |0109 514(A) 6010 1260.000 LF | 30.00000 37800.00| 31.00000 39060.00| 28.52000 35935.20 PILES, FURNISHED (HP 10X42) | | |0110 514(B) 6292 1260.000 LF | 15.00000 18900.00| 15.50000 19530.00| 5.60000 7056.00 PILES, DRIVEN (HP 10X42) | | |0111 515(A) 6013 700.000 SY | 4.00000 2800.00| 4.00000 2800.00| 3.92000 2744.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0112 601(B) 1353 60.000 TON | 36.00000 2160.00| 46.00000 2760.00| 31.23000 1873.80 TYPE I-A PLAIN RIPRAP | | |0113 601(C) 1355 20.000 TON | 30.00000 600.00| 46.00000 920.00| 23.01000 460.20 TYPE I-A FILTER BLANKET | | |0114 613(H) 6204 84.000 LF | 20.00000 1680.00| 51.00000 4284.00| 47.36000 3978.24 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0115 613(I) 6207 22.000 LF | 20.00000 440.00| 51.00000 1122.00| 7.95000 174.90 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0116 619(D) 1397 1.000 LSUM | 25000.00000 25000.00| 103000.00000 103000.00| 24640.00000 24640.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 628,085.20| $ 688,146.00| $ 643,748.43------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC | | |0117 850(A) 8110 162.000 SF | 16.50000 2673.00| 15.40000 2494.80| 17.82000 2886.84 SHEET ALUMINUM SIGNS | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -8 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731394406A |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |OBC, INC./PLAINS BRIDGE CONTRLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0118 851(C) 8324 176.000 LF | 8.00000 1408.00| 25.60000 4505.60| 8.10000 1425.60 2" SQUARE TUBE POST | | |0119 853 9033 51.000 EA | 27.00000 1377.00| 21.80000 1111.80| 21.60000 1101.60 DELINEATORS(TYPE 2, CODE 1) | | |0120 853 9039 4.000 EA | 35.00000 140.00| 25.60000 102.40| 27.00000 108.00 DELINEATORS(TYPE 2, CODE 3) | | |0121 855(A) 8812 28866.000 LF | 0.50000 14433.00| 0.65000 18762.90| 0.55000 15876.30 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0122 857(A) 8839 2000.000 LF | 0.10000 200.00| 0.25000 500.00| 0.49000 980.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0123 857(E) 8890 1955.000 EA | 0.60000 1173.00| 1.00000 1955.00| 0.54000 1055.70 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-2 | | |0124 857(F) 8006 1000.000 LF | 0.25000 250.00| 0.40000 400.00| 0.54000 540.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0125 871(B) 8705 240.000 SD | 12.00000 2880.00| 1.30000 312.00| 10.80000 2592.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0126 877(B) 8484 4351.000 LF | 24.00000 104424.00| 17.25000 75054.75| 17.99000 78274.49 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0127 877(C) 8486 392.000 LF | 5.00000 1960.00| 11.40000 4468.80| 10.80000 4233.60 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0128 880(B) 8818 11670.000 SD | 0.20000 2334.00| 0.05000 583.50| 0.09000 1050.30 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0129 880(B) 8821 6000.000 SD | 0.60000 3600.00| 1.15000 6900.00| 1.73000 10380.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0130 880(B) 8824 5000.000 SD | 1.00000 5000.00| 1.30000 6500.00| 0.92000 4600.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0131 880(C) 8842 7860.000 SD | 0.30000 2358.00| 0.06000 471.60| 0.27000 2122.20 CONSTRUCTION BARRICADES(TYPE III) | | |0132 880(C) 8848 1440.000 SD | 0.90000 1296.00| 0.95000 1368.00| 0.54000 777.60 WING BARRICADES | | |0133 880(D) 8854 15450.000 SD | 0.10000 1545.00| 0.26000 4017.00| 0.11000 1699.50 VERTICAL PANELS | | |0134 880(E) 8860 21690.000 SD | 0.11000 2385.90| 0.06000 1301.40| 0.09000 1952.10 WARNING LIGHTS(TYPE A) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -9 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731394406A |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |OBC, INC./PLAINS BRIDGE CONTRLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0135 880(F) 8878 29790.000 SD | 0.11000 3276.90| 0.06000 1787.40| 0.09000 2681.10 DRUMS | | | SECTION TOTALS | $ 152,713.80| $ 132,596.95| $ 134,336.93------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 STAKING | | |0136 642(B) 0096 1.000 LSUM | 50000.00000 50000.00| 50985.00000 50985.00| 51318.75000 51318.75 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 50,000.00| $ 50,985.00| $ 51,318.75------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0137 220 2800 1.000 LSUM | 8000.00000 8000.00| 14415.00000 14415.00| 5225.00000 5225.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0138 640(A) 1426 1.000 EA | 8000.00000 8000.00| 17300.00000 17300.00| 12650.00000 12650.00 FIELD OFFICE | | |0139 641 1552 1.000 LSUM | 330000.00000 330000.00| 378928.25000 378928.25| 330000.54000 330000.54 MOBILIZATION | | | SECTION TOTALS | $ 346,000.00| $ 410,643.25| $ 347,875.54------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,811,764.60| $ 6,604,900.00| $ 6,725,347.42====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -10 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 381504686 |( ) |OVERLAND CORPORATION |INTERSTATE HIGHWAY CONSTRUCT |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 40000.00000 40000.00| 4980.00000 4980.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 101260.000 CY | 4.90000 496174.00| 6.55000 663253.00| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 45534.000 CY | 5.40000 245883.60| 7.05000 321014.70| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 30000.00000 30000.00| 88300.00000 88300.00| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 600.000 LF | 1.55000 930.00| 2.75000 1650.00| TEMPORARY SILT FENCE | | |0006 221(F) 0100 1360.000 LF | 8.05000 10948.00| 9.40000 12784.00| TEMPORARY SILT DIKE | | |0007 221(G) 0151 16.000 CY | 26.00000 416.00| 81.90000 1310.40| TEMPORARY ROCK FILTER DAM TYPE 2 | | |0008 230(A) 2806 33700.000 SY | 1.45000 48865.00| 1.35000 45495.00| SOLID SLAB SODDING | | |0009 232(B) 2814 20.000 AC | 625.00000 12500.00| 606.50000 12130.00| SEEDING METHOD B | | |0010 233(A) 2817 20.000 AC | 525.00000 10500.00| 585.50000 11710.00| VEGETATIVE MULCHING | | |0011 241 2832 40.000 AC | 80.00000 3200.00| 89.30000 3572.00| MOWING | | |0012 303(A) 2100 7306.000 CY | 52.00000 379912.00| 44.80000 327308.80| AGGREGATE BASE TYPE A | | |0013 307(B) 4210 1916.000 TON | 48.00000 91968.00| 57.50000 110170.00| CEMENT KILN DUST | | |0014 307(D) 4230 256.000 TON | 152.00000 38912.00| 200.00000 51200.00| LIME | | |0015 307(E) 4240 35471.000 SY | 3.70000 131242.70| 2.15000 76262.65| CEMENTITIOUS STABILIZED SUBGRADE | | |0016 307(G) 4260 14189.000 SY | 2.45000 34763.05| 2.00000 28378.00| LIME PRETREATMENT | | |0017 325 5271 40776.000 SY | 1.20000 48931.20| 1.20000 48931.20| SEPARATOR FABRIC | | |0018 402(E) 0225 6388.000 TON | 22.00000 140536.00| 19.30000 123288.40| TRAFFIC BOUND SURFACE COURSE TYPE E | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -11 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 381504686 |( ) |OVERLAND CORPORATION |INTERSTATE HIGHWAY CONSTRUCT |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 407(B) 0250 4373.000 GAL | 3.00000 13119.00| 3.35000 14649.55| TACK COAT | | |0020 408 5774 13582.000 GAL | 5.00000 67910.00| 4.50000 61119.00| PRIME COAT | | |0021 411(B) 5940 3133.000 TON | 80.00000 250640.00| 76.80000 240614.40| SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0022 411(B) 5945 10174.000 TON | 74.00000 752876.00| 71.40000 726423.60| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0023 411(C) 5955 2089.000 TON | 93.00000 194277.00| 88.50000 184876.50| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0024 411(C) 5960 3557.000 TON | 78.00000 277446.00| 75.10000 267130.70| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0025 412 5267 3000.000 SY | 5.00000 15000.00| 3.70000 11100.00| COLD MILLING PAVEMENT | | |0026 413(A) 4861 13979.000 LF | 0.12000 1677.48| 0.28000 3914.12| RUMBLE STRIP-METHOD HMA-CON | | |0027 501(A) 1306 90.000 CY | 11.00000 990.00| 13.70000 1233.00| STRUCTURAL EXCAVATION UNCLASSIFIED | | |0028 509(A) 0319 185.000 CY | 315.00000 58275.00| 586.50000 108502.50| CLASS AA CONCRETE | | |0029 509(D) 0325 466.000 CY | 230.00000 107180.00| 280.00000 130480.00| CLASS C CONCRETE | | |0030 511(A) 0332 29924.000 LB | 0.92000 27530.08| 0.96000 28727.04| REINFORCING STEEL | | |0031 601(A) 0297 743.000 TON | 47.00000 34921.00| 41.40000 30760.20| TYPE I PLAIN RIPRAP | | |0032 613(A) 0491 495.000 LF | 55.00000 27225.00| 27.80000 13761.00| 18" R.C.PIPE CLASS III | | |0033 613(A) 0492 126.000 LF | 75.00000 9450.00| 40.10000 5052.60| 24" R.C.PIPE CLASS III | | |0034 613(B) 0689 717.000 LF | 33.00000 23661.00| 38.30000 27461.10| 18" CORR. GALV. STEEL PIPE | | |0035 613(B) 4531 34.000 LF | 90.00000 3060.00| 237.00000 8058.00| 49" X 33" CORR. GALV. STEEL PIPE ARCH | | |0036 613(M) 7186 5.000 EA | 760.00000 3800.00| 806.00000 4030.00| TYPE A4 CULVERT END TREATMENT | | |0037 613(M) 7187 2.000 EA | 810.00000 1620.00| 1080.00000 2160.00| TYPE B4 CULVERT END TREATMENT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -12 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 381504686 |( ) |OVERLAND CORPORATION |INTERSTATE HIGHWAY CONSTRUCT |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 613(M) 7196 5.000 EA | 875.00000 4375.00| 1110.00000 5550.00| TYPE A6 CULVERT END TREATMENT | | |0039 613(M) 7197 2.000 EA | 935.00000 1870.00| 1570.00000 3140.00| TYPE B6 CULVERT END TREATMENT | | |0040 619(A) 0920 1.000 LSUM | 30000.00000 30000.00| 15700.00000 15700.00| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0041 619(B) 4728 19218.000 SY | 2.75000 52849.50| 2.00000 38436.00| REMOVAL OF ASPHALT PAVEMENT | | |0042 619(B) 4780 2222.000 LF | 1.50000 3333.00| 3.50000 7777.00| REMOVAL OF GUARDRAIL | | |0043 619(C) 0924 2851.000 LF | 3.00000 8553.00| 8.85000 25231.35| SAWING PAVEMENT | | |0044 623(A) 0932 2625.000 LF | 15.25000 40031.25| 16.60000 43575.00| BEAM GUARDRAIL W-BEAM SINGLE | | |0045 623(G) 8590 12.000 EA | 2000.00000 24000.00| 2180.00000 26160.00| GUARDRAIL END TREATMENT (31") | | |0046 623(I) 8700 12.000 EA | 1600.00000 19200.00| 1470.00000 17640.00| GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0047 624(C) 4459 1122.000 LF | 8.00000 8976.00| 5.25000 5890.50| FENCE-STYLE SWF (5 BARBED WIRE) | | |0048 624(D) 4470 1.000 EA | 825.00000 825.00| 633.00000 633.00| GATE, GALVANIZED STEEL | | | SECTION TOTALS | $ 3,830,351.86| $ 3,991,524.31| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'B' | | |0049 501(B) 1307 270.000 CY | 11.00000 2970.00| 13.70000 3699.00| SUBSTRUCTURE EXCAVATION COMMON | | |0050 501(G) 6309 326.000 CY | 115.00000 37490.00| 129.00000 42054.00| CLSM BACKFILL | | |0051 503(A) 1313 1076.000 LF | 210.00000 225960.00| 207.00000 222732.00| PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0052 504(A) 1304 468.600 SY | 175.00000 82005.00| 133.50000 62558.10| APPROACH SLAB | | |0053 504(B) 1305 1668.800 SY | 4.10000 6842.08| 3.25000 5423.60| SAW-CUT GROOVING | | |0054 504(C) 6250 57.900 LF | 330.00000 19107.00| 197.50000 11435.25| SEALED EXPANSION JOINT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -13 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 381504686 |( ) |OVERLAND CORPORATION |INTERSTATE HIGHWAY CONSTRUCT |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0055 504(D) 6245 751.000 LF | 67.00000 50317.00| 105.50000 79230.50| CONCRETE RAIL (TR4) | | |0056 506(A) 1322 1780.000 LB | 2.60000 4628.00| 3.10000 5518.00| STRUCTURAL STEEL | | |0057 507(A) 6170 8.000 EA | 3100.00000 24800.00| 2560.00000 20480.00| STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0058 507(B) 6174 16.000 EA | 3100.00000 49600.00| 2580.00000 41280.00| STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0059 509(A) 1326 324.100 CY | 475.00000 153947.50| 643.50000 208558.35| CLASS AA CONCRETE | | |0060 509(B) 1328 288.500 CY | 475.00000 137037.50| 507.50000 146413.75| CLASS A CONCRETE | | |0061 511(B) 6010 145430.000 LB | 1.03000 149792.90| 0.85000 123615.50| EPOXY COATED REINFORCING STEEL | | |0062 513(B) 6019 40.000 SY | 260.00000 10400.00| 502.50000 20100.00| CLASS B BRIDGE DECK REPAIR | | |0063 513(C) 6020 40.000 SY | 260.00000 10400.00| 804.00000 32160.00| CLASS C BRIDGE DECK REPAIR | | |0064 514(A) 6011 1137.000 LF | 36.00000 40932.00| 28.70000 32631.90| PILES, FURNISHED (HP 12X53) | | |0065 514(B) 6294 1137.000 LF | 15.50000 17623.50| 27.40000 31153.80| PILES, DRIVEN (HP 12X53) | | |0066 515(A) 6013 1466.000 SY | 4.60000 6743.60| 4.20000 6157.20| WATER REPELLENT (VISUALLY INSPECTED) | | |0067 516(A) 6096 212.000 LF | 725.00000 153700.00| 377.00000 79924.00| DRILLED SHAFTS 60" DIAMETER | | |0068 523(A) 6550 57.300 LF | 5.20000 297.96| 5.25000 300.83| SEALER CRACK PREPARATION | | |0069 523(B) 6560 1.000 GAL | 155.00000 155.00| 263.50000 263.50| SEALER RESIN | | |0070 601(B) 1353 1962.000 TON | 42.00000 82404.00| 25.70000 50423.40| TYPE I-A PLAIN RIPRAP | | |0071 601(C) 1355 352.000 TON | 42.00000 14784.00| 20.80000 7321.60| TYPE I-A FILTER BLANKET | | |0072 613(H) 6204 118.000 LF | 50.00000 5900.00| 20.00000 2360.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -14 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 381504686 |( ) |OVERLAND CORPORATION |INTERSTATE HIGHWAY CONSTRUCT |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0073 613(I) 6207 82.000 LF | 50.00000 4100.00| 16.50000 1353.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0074 619(D) 1397 1.000 LSUM | 32000.00000 32000.00| 45000.00000 45000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,323,937.04| $ 1,282,147.28| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'C' | | |0075 501(B) 1307 90.000 CY | 10.50000 945.00| 13.70000 1233.00| SUBSTRUCTURE EXCAVATION COMMON | | |0076 501(G) 6309 304.000 CY | 115.00000 34960.00| 125.00000 38000.00| CLSM BACKFILL | | |0077 503(A) 6290 479.000 LF | 270.00000 129330.00| 296.00000 141784.00| PRESTRESSED CONCRETE BEAMS (TYPE J BT) | | |0078 504(A) 1304 271.800 SY | 175.00000 47565.00| 133.00000 36149.40| APPROACH SLAB | | |0079 504(B) 1305 793.400 SY | 4.20000 3332.28| 3.25000 2578.55| SAW-CUT GROOVING | | |0080 504(D) 6245 357.000 LF | 67.00000 23919.00| 104.50000 37306.50| CONCRETE RAIL (TR4) | | |0081 506(A) 1322 600.000 LB | 2.60000 1560.00| 2.55000 1530.00| STRUCTURAL STEEL | | |0082 507(A) 6172 8.000 EA | 560.00000 4480.00| 558.00000 4464.00| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0083 509(A) 1326 203.100 CY | 475.00000 96472.50| 571.50000 116071.65| CLASS AA CONCRETE | | |0084 509(B) 1328 69.200 CY | 475.00000 32870.00| 640.00000 44288.00| CLASS A CONCRETE | | |0085 511(B) 6010 49450.000 LB | 1.03000 50933.50| 0.86000 42527.00| EPOXY COATED REINFORCING STEEL | | |0086 513(B) 6019 20.000 SY | 310.00000 6200.00| 502.50000 10050.00| CLASS B BRIDGE DECK REPAIR | | |0087 513(C) 6020 20.000 SY | 310.00000 6200.00| 804.00000 16080.00| CLASS C BRIDGE DECK REPAIR | | |0088 514(A) 6010 1476.000 LF | 31.00000 45756.00| 23.00000 33948.00| PILES, FURNISHED (HP 10X42) | | |0089 514(B) 6292 1476.000 LF | 15.50000 22878.00| 21.10000 31143.60| PILES, DRIVEN (HP 10X42) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -15 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 381504686 |( ) |OVERLAND CORPORATION |INTERSTATE HIGHWAY CONSTRUCT |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0090 515(A) 6013 620.000 SY | 4.60000 2852.00| 4.20000 2604.00| WATER REPELLENT (VISUALLY INSPECTED) | | |0091 601(B) 1353 60.000 TON | 42.00000 2520.00| 25.70000 1542.00| TYPE I-A PLAIN RIPRAP | | |0092 601(C) 1355 20.000 TON | 42.00000 840.00| 20.80000 416.00| TYPE I-A FILTER BLANKET | | |0093 613(H) 6204 84.000 LF | 50.00000 4200.00| 20.00000 1680.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0094 613(I) 6207 85.000 LF | 50.00000 4250.00| 16.50000 1402.50| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0095 619(D) 1397 1.000 LSUM | 44000.00000 44000.00| 17100.00000 17100.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 566,063.28| $ 581,898.20| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE 'D' | | |0096 501(B) 1307 90.000 CY | 10.50000 945.00| 13.70000 1233.00| SUBSTRUCTURE EXCAVATION COMMON | | |0097 501(G) 6309 304.000 CY | 115.00000 34960.00| 125.00000 38000.00| CLSM BACKFILL | | |0098 503(A) 6290 698.000 LF | 265.00000 184970.00| 281.00000 196138.00| PRESTRESSED CONCRETE BEAMS (TYPE J BT) | | |0099 504(A) 1304 271.800 SY | 175.00000 47565.00| 133.00000 36149.40| APPROACH SLAB | | |0100 504(B) 1305 882.200 SY | 4.20000 3705.24| 3.25000 2867.15| SAW-CUT GROOVING | | |0101 504(D) 6245 397.000 LF | 67.00000 26599.00| 105.00000 41685.00| CONCRETE RAIL (TR4) | | |0102 506(A) 1322 600.000 LB | 2.60000 1560.00| 3.50000 2100.00| STRUCTURAL STEEL | | |0103 507(A) 6172 10.000 EA | 660.00000 6600.00| 558.00000 5580.00| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0104 509(A) 1326 224.200 CY | 475.00000 106495.00| 567.50000 127233.50| CLASS AA CONCRETE | | |0105 509(B) 1328 69.600 CY | 475.00000 33060.00| 636.00000 44265.60| CLASS A CONCRETE | | |0106 511(B) 6010 54780.000 LB | 1.03000 56423.40| 0.86000 47110.80| EPOXY COATED REINFORCING STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -16 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 381504686 |( ) |OVERLAND CORPORATION |INTERSTATE HIGHWAY CONSTRUCT |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0107 513(B) 6019 20.000 SY | 310.00000 6200.00| 502.50000 10050.00| CLASS B BRIDGE DECK REPAIR | | |0108 513(C) 6020 20.000 SY | 310.00000 6200.00| 804.00000 16080.00| CLASS C BRIDGE DECK REPAIR | | |0109 514(A) 6010 1260.000 LF | 31.00000 39060.00| 23.80000 29988.00| PILES, FURNISHED (HP 10X42) | | |0110 514(B) 6292 1260.000 LF | 15.50000 19530.00| 24.70000 31122.00| PILES, DRIVEN (HP 10X42) | | |0111 515(A) 6013 700.000 SY | 4.20000 2940.00| 4.20000 2940.00| WATER REPELLENT (VISUALLY INSPECTED) | | |0112 601(B) 1353 60.000 TON | 47.00000 2820.00| 25.70000 1542.00| TYPE I-A PLAIN RIPRAP | | |0113 601(C) 1355 20.000 TON | 47.00000 940.00| 20.80000 416.00| TYPE I-A FILTER BLANKET | | |0114 613(H) 6204 84.000 LF | 50.00000 4200.00| 20.00000 1680.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0115 613(I) 6207 22.000 LF | 50.00000 1100.00| 20.00000 440.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0116 619(D) 1397 1.000 LSUM | 107000.00000 107000.00| 16000.00000 16000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 692,872.64| $ 652,620.45| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC | | |0117 850(A) 8110 162.000 SF | 12.25000 1984.50| 17.60000 2851.20| SHEET ALUMINUM SIGNS | | |0118 851(C) 8324 176.000 LF | 20.50000 3608.00| 8.00000 1408.00| 2" SQUARE TUBE POST | | |0119 853 9033 51.000 EA | 17.50000 892.50| 21.30000 1086.30| DELINEATORS(TYPE 2, CODE 1) | | |0120 853 9039 4.000 EA | 20.50000 82.00| 26.60000 106.40| DELINEATORS(TYPE 2, CODE 3) | | |0121 855(A) 8812 28866.000 LF | 0.51000 14721.66| 0.54000 15587.64| TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0122 857(A) 8839 2000.000 LF | 0.21000 420.00| 0.48000 960.00| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -17 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 381504686 |( ) |OVERLAND CORPORATION |INTERSTATE HIGHWAY CONSTRUCT |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0123 857(E) 8890 1955.000 EA | 0.83000 1622.65| 0.53000 1036.15| (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-2 | | |0124 857(F) 8006 1000.000 LF | 0.31000 310.00| 0.53000 530.00| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0125 871(B) 8705 240.000 SD | 1.03000 247.20| 10.70000 2568.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0126 877(B) 8484 4351.000 LF | 21.00000 91371.00| 18.60000 80928.60| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0127 877(C) 8486 392.000 LF | 4.70000 1842.40| 11.20000 4390.40| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0128 880(B) 8818 11670.000 SD | 0.02000 233.40| 0.09000 1050.30| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0129 880(B) 8821 6000.000 SD | 0.92000 5520.00| 1.70000 10200.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0130 880(B) 8824 5000.000 SD | 1.03000 5150.00| 0.91000 4550.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0131 880(C) 8842 7860.000 SD | 0.05000 393.00| 0.27000 2122.20| CONSTRUCTION BARRICADES(TYPE III) | | |0132 880(C) 8848 1440.000 SD | 0.82000 1180.80| 0.53000 763.20| WING BARRICADES | | |0133 880(D) 8854 15450.000 SD | 0.20000 3090.00| 0.11000 1699.50| VERTICAL PANELS | | |0134 880(E) 8860 21690.000 SD | 0.05000 1084.50| 0.09000 1952.10| WARNING LIGHTS(TYPE A) | | |0135 880(F) 8878 29790.000 SD | 0.05000 1489.50| 0.09000 2681.10| DRUMS | | | SECTION TOTALS | $ 135,243.11| $ 136,471.09| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 STAKING | | |0136 642(B) 0096 1.000 LSUM | 40000.00000 40000.00| 50000.00000 50000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 40,000.00| $ 50,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 130 -18 TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : 130005 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 381504686 |( ) |OVERLAND CORPORATION |INTERSTATE HIGHWAY CONSTRUCT |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0137 220 2800 1.000 LSUM | 6000.00000 6000.00| 10800.00000 10800.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0138 640(A) 1426 1.000 EA | 7500.00000 7500.00| 15000.00000 15000.00| FIELD OFFICE | | |0139 641 1552 1.000 LSUM | 225400.00000 225400.00| 300000.00000 300000.00| MOBILIZATION | | | SECTION TOTALS | $ 238,900.00| $ 325,800.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,827,367.93| $ 7,020,461.33| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 140 -1 TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : 130024 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STP-NBIL(222)CI COUNTY ROAD (EW-200): OVER WALNUT BAYOU CREEK, 5.6 MILES EAST OF SH-76. PROJECT LENGTH = 0.434 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,030,269.20 86.2301% 100.0000% 1 731427175 -- K & R BUILDERS, INC. $ 1,194,791.37 100.0000% 115.9689% 2 381504686 -- INTERSTATE HIGHWAY CONSTRUCTION, INC. $ 1,197,345.37 100.2138% 116.2167% 3 752637692 -- EARTH BUILDERS, L.P. $ 1,369,901.00 114.6561% 132.9653% 4 731452852 -- OVERLAND CORPORATION $ 1,397,367.26 116.9549% 135.6313%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731427175 |( 2 ) 381504686 |ENGINEER'S ESTIMATE |K & R BUILDERS, INC. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 8150.00000 8150.00| 23000.00000 23000.00| 6000.00000 6000.00 CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 89000.00000 89000.00| 129000.00000 129000.00| 128000.00000 128000.00 EARTHWORK | | |0003 221(C) 2801 4000.000 LF | 1.50000 6000.00| 1.32000 5280.00| 1.25000 5000.00 TEMPORARY SILT FENCE | | |0004 221(F) 0100 450.000 LF | 8.00000 3600.00| 7.00000 3150.00| 9.05000 4072.50 TEMPORARY SILT DIKE | | |0005 230(A) 2806 25600.000 SY | 1.50000 38400.00| 1.38000 35328.00| 1.30000 33280.00 SOLID SLAB SODDING | | |0006 233(A) 2817 10.000 AC | 500.00000 5000.00| 200.00000 2000.00| 473.50000 4735.00 VEGETATIVE MULCHING | | |0007 411(B) 5945 1304.000 TON | 70.00000 91280.00| 88.00000 114752.00| 79.70000 103928.80 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0008 411(C) 5960 637.000 TON | 80.00000 50960.00| 93.00000 59241.00| 84.60000 53890.20 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0009 509(D) 0325 10.000 CY | 250.00000 2500.00| 245.00000 2450.00| 250.00000 2500.00 CLASS C CONCRETE | | |0010 613(B) 0691 34.000 LF | 40.00000 1360.00| 30.00000 1020.00| 40.70000 1383.80 30" CORR. GALV. STEEL PIPE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 140 -2 TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : 130024 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731427175 |( 2 ) 381504686 |ENGINEER'S ESTIMATE |K & R BUILDERS, INC. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 613(B) 4528 96.000 LF | 35.00000 3360.00| 28.00000 2688.00| 37.70000 3619.20 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0012 613(L) 4516 6.000 EA | 400.00000 2400.00| 250.00000 1500.00| 210.50000 1263.00 28" X 20" PREFAB. CULVERT END SECTION, | | | ARCH | | |0013 613(L) 5732 2.000 EA | 450.00000 900.00| 450.00000 900.00| 359.00000 718.00 30" PREFAB. CULVERT END SECTION, ROUND | | | SECTION TOTALS | $ 302,910.00| $ 380,309.00| $ 348,390.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0014 501(B) 1307 200.000 CY | 15.00000 3000.00| 9.50000 1900.00| 7.40000 1480.00 SUBSTRUCTURE EXCAVATION COMMON | | |0015 501(F) 6352 88.000 CY | 50.00000 4400.00| 60.00000 5280.00| 56.60000 4980.80 GRANULAR BACKFILL | | |0016 503(A) 1312 627.000 LF | 180.00000 112860.00| 193.00000 121011.00| 187.00000 117249.00 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0017 504(B) 1305 517.800 SY | 4.00000 2071.20| 4.65000 2407.77| 7.40000 3831.72 SAW-CUT GROOVING | | |0018 504(C) 6250 33.060 LF | 200.00000 6612.00| 290.00000 9587.40| 192.50000 6364.05 SEALED EXPANSION JOINT | | |0019 504(D) 6239 493.400 LF | 75.00000 37005.00| 73.50000 36264.90| 110.00000 54274.00 CONCRETE RAIL (TR3) | | |0020 506(A) 1322 960.000 LB | 2.00000 1920.00| 3.00000 2880.00| 3.00000 2880.00 STRUCTURAL STEEL | | |0021 507(A) 6172 9.000 EA | 800.00000 7200.00| 1150.00000 10350.00| 957.50000 8617.50 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0022 507(B) 6176 9.000 EA | 800.00000 7200.00| 1150.00000 10350.00| 892.50000 8032.50 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0023 509(A) 1326 165.800 CY | 450.00000 74610.00| 547.50000 90775.50| 913.00000 151375.40 CLASS AA CONCRETE | | |0024 509(B) 1328 146.200 CY | 450.00000 65790.00| 582.50000 85161.50| 623.50000 91155.70 CLASS A CONCRETE | | |0025 511(A) 1332 65900.000 LB | 1.00000 65900.00| 0.90000 59310.00| 0.81000 53379.00 REINFORCING STEEL | | |0026 514(A) 6010 238.000 LF | 30.00000 7140.00| 30.10000 7163.80| 24.80000 5902.40 PILES, FURNISHED (HP 10X42) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 140 -3 TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : 130024 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731427175 |( 2 ) 381504686 |ENGINEER'S ESTIMATE |K & R BUILDERS, INC. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0027 514(A) 6011 564.000 LF | 30.00000 16920.00| 33.60000 18950.40| 29.80000 16807.20 PILES, FURNISHED (HP 12X53) | | |0028 514(B) 6292 238.000 LF | 10.00000 2380.00| 12.90000 3070.20| 26.50000 6307.00 PILES, DRIVEN (HP 10X42) | | |0029 514(B) 6294 564.000 LF | 12.00000 6768.00| 14.40000 8121.60| 36.70000 20698.80 PILES, DRIVEN (HP 12X53) | | |0030 516(A) 6096 192.000 LF | 700.00000 134400.00| 607.00000 116544.00| 318.50000 61152.00 DRILLED SHAFTS 60" DIAMETER | | |0031 601(B) 1353 2645.000 TON | 35.00000 92575.00| 30.00000 79350.00| 34.00000 89930.00 TYPE I-A PLAIN RIPRAP | | |0032 601(C) 1355 745.000 TON | 30.00000 22350.00| 23.82000 17745.90| 25.60000 19072.00 TYPE I-A FILTER BLANKET | | |0033 613(H) 6204 62.000 LF | 20.00000 1240.00| 30.00000 1860.00| 23.70000 1469.40 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0034 613(I) 6207 50.000 LF | 20.00000 1000.00| 30.00000 1500.00| 19.50000 975.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0035 623(F) 4446 4.000 EA | 1000.00000 4000.00| 1237.50000 4950.00| 1300.00000 5200.00 GUARDRAIL ANCHOR UNIT (TYPE A) | | |0036 623(F) 5686 4.000 EA | 1000.00000 4000.00| 1496.25000 5985.00| 1606.00000 6424.00 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0037 880(J) 8905 1.000 LSUM | 1500.00000 1500.00| 2890.00000 2890.00| 5500.00000 5500.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 682,841.20| $ 703,408.97| $ 743,057.47------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0038 642(B) 0096 1.000 LSUM | 5000.00000 5000.00| 12000.00000 12000.00| 15000.00000 15000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 5,000.00| $ 12,000.00| $ 15,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0039 220 2800 1.000 LSUM | 2500.00000 2500.00| 3750.00000 3750.00| 5000.00000 5000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0040 641 1399 1.000 LSUM | 26000.00000 26000.00| 81000.00000 81000.00| 70000.00000 70000.00 MOBILIZATION | | | SECTION TOTALS | $ 28,500.00| $ 84,750.00| $ 75,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 140 -4 TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : 130024 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731427175 |( 2 ) 381504686 |ENGINEER'S ESTIMATE |K & R BUILDERS, INC. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 ROADWAY (NON-PARTICIPATING) | | |0041 624(C) 4459 3148.000 LF | 3.50000 11018.00| 4.55000 14323.40| 5.05000 15897.40 FENCE-STYLE SWF (5 BARBED WIRE) | | | SECTION TOTALS | $ 11,018.00| $ 14,323.40| $ 15,897.40------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,030,269.20| $ 1,194,791.37| $ 1,197,345.37====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 140 -5 TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : 130024 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 752637692 |( 4 ) 731452852 |( ) |EARTH BUILDERS, L.P. |OVERLAND CORPORATION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 25000.00000 25000.00| 30000.00000 30000.00| CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 160000.00000 160000.00| 227500.00000 227500.00| EARTHWORK | | |0003 221(C) 2801 4000.000 LF | 1.50000 6000.00| 1.20000 4800.00| TEMPORARY SILT FENCE | | |0004 221(F) 0100 450.000 LF | 10.00000 4500.00| 8.75000 3937.50| TEMPORARY SILT DIKE | | |0005 230(A) 2806 25600.000 SY | 1.50000 38400.00| 1.25000 32000.00| SOLID SLAB SODDING | | |0006 233(A) 2817 10.000 AC | 600.00000 6000.00| 450.00000 4500.00| VEGETATIVE MULCHING | | |0007 411(B) 5945 1304.000 TON | 85.00000 110840.00| 100.00000 130400.00| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0008 411(C) 5960 637.000 TON | 90.00000 57330.00| 110.00000 70070.00| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0009 509(D) 0325 10.000 CY | 350.00000 3500.00| 325.00000 3250.00| CLASS C CONCRETE | | |0010 613(B) 0691 34.000 LF | 100.00000 3400.00| 70.00000 2380.00| 30" CORR. GALV. STEEL PIPE | | |0011 613(B) 4528 96.000 LF | 90.00000 8640.00| 63.00000 6048.00| 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0012 613(L) 4516 6.000 EA | 400.00000 2400.00| 550.00000 3300.00| 28" X 20" PREFAB. CULVERT END SECTION, | | | ARCH | | |0013 613(L) 5732 2.000 EA | 450.00000 900.00| 850.00000 1700.00| 30" PREFAB. CULVERT END SECTION, ROUND | | | SECTION TOTALS | $ 426,910.00| $ 519,885.50| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0014 501(B) 1307 200.000 CY | 20.00000 4000.00| 10.50000 2100.00| SUBSTRUCTURE EXCAVATION COMMON | | |0015 501(F) 6352 88.000 CY | 60.00000 5280.00| 52.00000 4576.00| GRANULAR BACKFILL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 140 -6 TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : 130024 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 752637692 |( 4 ) 731452852 |( ) |EARTH BUILDERS, L.P. |OVERLAND CORPORATION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0016 503(A) 1312 627.000 LF | 200.00000 125400.00| 210.00000 131670.00| PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0017 504(B) 1305 517.800 SY | 5.00000 2589.00| 4.20000 2174.76| SAW-CUT GROOVING | | |0018 504(C) 6250 33.060 LF | 200.00000 6612.00| 360.00000 11901.60| SEALED EXPANSION JOINT | | |0019 504(D) 6239 493.400 LF | 75.00000 37005.00| 56.00000 27630.40| CONCRETE RAIL (TR3) | | |0020 506(A) 1322 960.000 LB | 5.00000 4800.00| 2.60000 2496.00| STRUCTURAL STEEL | | |0021 507(A) 6172 9.000 EA | 1250.00000 11250.00| 740.00000 6660.00| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0022 507(B) 6176 9.000 EA | 1500.00000 13500.00| 740.00000 6660.00| WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0023 509(A) 1326 165.800 CY | 700.00000 116060.00| 575.00000 95335.00| CLASS AA CONCRETE | | |0024 509(B) 1328 146.200 CY | 750.00000 109650.00| 575.00000 84065.00| CLASS A CONCRETE | | |0025 511(A) 1332 65900.000 LB | 1.00000 65900.00| 0.95000 62605.00| REINFORCING STEEL | | |0026 514(A) 6010 238.000 LF | 25.00000 5950.00| 32.00000 7616.00| PILES, FURNISHED (HP 10X42) | | |0027 514(A) 6011 564.000 LF | 35.00000 19740.00| 37.00000 20868.00| PILES, FURNISHED (HP 12X53) | | |0028 514(B) 6292 238.000 LF | 30.00000 7140.00| 16.00000 3808.00| PILES, DRIVEN (HP 10X42) | | |0029 514(B) 6294 564.000 LF | 35.00000 19740.00| 16.00000 9024.00| PILES, DRIVEN (HP 12X53) | | |0030 516(A) 6096 192.000 LF | 800.00000 153600.00| 735.00000 141120.00| DRILLED SHAFTS 60" DIAMETER | | |0031 601(B) 1353 2645.000 TON | 35.00000 92575.00| 42.00000 111090.00| TYPE I-A PLAIN RIPRAP | | |0032 601(C) 1355 745.000 TON | 30.00000 22350.00| 42.00000 31290.00| TYPE I-A FILTER BLANKET | | |0033 613(H) 6204 62.000 LF | 30.00000 1860.00| 50.00000 3100.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 140 -7 TABULATION OF BIDS
CALL ORDER : 140 CONTRACT ID : 130024 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 752637692 |( 4 ) 731452852 |( ) |EARTH BUILDERS, L.P. |OVERLAND CORPORATION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0034 613(I) 6207 50.000 LF | 25.00000 1250.00| 50.00000 2500.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0035 623(F) 4446 4.000 EA | 1500.00000 6000.00| 1150.00000 4600.00| GUARDRAIL ANCHOR UNIT (TYPE A) | | |0036 623(F) 5686 4.000 EA | 1750.00000 7000.00| 1360.00000 5440.00| GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0037 880(J) 8905 1.000 LSUM | 3000.00000 3000.00| 1825.00000 1825.00| CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 842,251.00| $ 780,154.76| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0038 642(B) 0096 1.000 LSUM | 20000.00000 20000.00| 9300.00000 9300.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 20,000.00| $ 9,300.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0039 220 2800 1.000 LSUM | 5000.00000 5000.00| 4000.00000 4000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0040 641 1399 1.000 LSUM | 60000.00000 60000.00| 67500.00000 67500.00| MOBILIZATION | | | SECTION TOTALS | $ 65,000.00| $ 71,500.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 ROADWAY (NON-PARTICIPATING) | | |0041 624(C) 4459 3148.000 LF | 5.00000 15740.00| 5.25000 16527.00| FENCE-STYLE SWF (5 BARBED WIRE) | | | SECTION TOTALS | $ 15,740.00| $ 16,527.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,369,901.00| $ 1,397,367.26| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 155 -1 TABULATION OF BIDS
CALL ORDER : 155 CONTRACT ID : 120407 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 40 CALENDAR DAYS SAFETY IMPROVEMENT (WARNING SIGNS) RURAL PROJECT(S) : HSIPG-210C(012)TR US-70/SH-76: INSTALL FLASHING WARNING SIGNS AT THE US-70/SH-76 JCT.
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 92,802.30 118.1063% 100.0000% 1 731213020 -- ACTION SAFETY SUPPLY CO. $ 78,575.25 100.0000% 84.6695% 2 203411598 -- ADVANCED WORKZONE SERVICES, LLC $ 98,572.00 125.4492% 106.2172% 3 731564757 -- DIRECT TRAFFIC CONTROL INC. $ 99,000.00 125.9939% 106.6784% 4 730960939 -- MIDSTATE TRAFFIC CONTROL, INC. $ 110,326.00 140.4081% 118.8828%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731213020 |( 2 ) 203411598 |ENGINEER'S ESTIMATE |ACTION SAFETY SUPPLY CO. |ADVANCED WORKZONE SERVICES, LLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC SIGNALS | | |0001 413(B) 4862 12.000 EAGP | 1100.00000 13200.00| 750.00000 9000.00| 750.00000 9000.00 RUMBLE STRIP-METHOD HMA-CYC GROUP | | |0002 804(A) 2915 6.400 CY | 550.00000 3520.00| 400.00000 2560.00| 250.00000 1600.00 STRUCTURAL CONCRETE | | |0003 804(B) 2916 768.000 LB | 2.00000 1536.00| 1.00000 768.00| 2.50000 1920.00 REINFORCING STEEL | | |0004 805(A) 8722 1.000 LSUM | 1500.00000 1500.00| 180.00000 180.00| 2500.00000 2500.00 (PL)REMOVAL OF EXISTING SIGNS | | |0005 805(A) 8726 1.000 LSUM | 1300.00000 1300.00| 6200.00000 6200.00| 2500.00000 2500.00 (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | | |0006 850(A) 8110 72.000 SF | 14.00000 1008.00| 12.00000 864.00| 20.00000 1440.00 SHEET ALUMINUM SIGNS | | |0007 851(B) 3217 520.000 LF | 10.00000 5200.00| 11.00000 5720.00| 17.50000 9100.00 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0008 851(C) 8324 84.000 LF | 15.20000 1276.80| 6.00000 504.00| 8.00000 672.00 2" SQUARE TUBE POST | | |0009 855(A) 8812 14900.000 LF | 0.46000 6854.00| 0.50000 7450.00| 0.30000 4470.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0010 855(A) 8814 270.000 LF | 1.20000 324.00| 0.80000 216.00| 3.00000 810.00 TRAFFIC STRIPE(PLASTIC)(8" WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 155 -2 TABULATION OF BIDS
CALL ORDER : 155 CONTRACT ID : 120407 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731213020 |( 2 ) 203411598 |ENGINEER'S ESTIMATE |ACTION SAFETY SUPPLY CO. |ADVANCED WORKZONE SERVICES, LLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 855(A) 8818 785.000 LF | 2.30000 1805.50| 0.85000 667.25| 4.00000 3140.00 TRAFFIC STRIPE(PLASTIC)(12" WIDE) | | |0012 855(A) 8825 40.000 LF | 4.00000 160.00| 0.95000 38.00| 8.00000 320.00 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0013 855(B) 8818 17.000 EA | 100.00000 1700.00| 100.00000 1700.00| 100.00000 1700.00 TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0014 855(B) 8824 8.000 EA | 300.00000 2400.00| 100.00000 800.00| 200.00000 1600.00 TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | | |0015 876(A) 8482 40.000 SD | 15.00000 600.00| 5.00000 200.00| 5.00000 200.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0016 880(A) 8812 40.000 SD | 5.00000 200.00| 1.00000 40.00| 5.00000 200.00 ARROW DISPLAY(TYPE C) | | |0017 880(J) 8905 1.000 LSUM | 4000.00000 4000.00| 1750.00000 1750.00| 5000.00000 5000.00 CONSTRUCTION TRAFFIC CONTROL | | |0018 882(A) 8306 80.000 SD | 20.00000 1600.00| 2.00000 160.00| 5.00000 400.00 PORT.CHANGEABLE MESSAGE SIGN | | |0019 890 7700 1.000 LSUM | 36000.00000 36000.00| 32258.00000 32258.00| 42000.00000 42000.00 (PL)TRAFFIC ITEMS | | | SECTION TOTALS | $ 84,184.30| $ 71,075.25| $ 88,572.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 CONSTRUCTION | | |0020 641 1552 1.000 LSUM | 8618.00000 8618.00| 7500.00000 7500.00| 10000.00000 10000.00 MOBILIZATION | | | SECTION TOTALS | $ 8,618.00| $ 7,500.00| $ 10,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 92,802.30| $ 78,575.25| $ 98,572.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 155 -3 TABULATION OF BIDS
CALL ORDER : 155 CONTRACT ID : 120407 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731564757 |( 4 ) 730960939 |( ) |DIRECT TRAFFIC CONTROL INC. |MIDSTATE TRAFFIC CONTROL, IN |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC SIGNALS | | |0001 413(B) 4862 12.000 EAGP | 1000.00000 12000.00| 1000.00000 12000.00| RUMBLE STRIP-METHOD HMA-CYC GROUP | | |0002 804(A) 2915 6.400 CY | 250.00000 1600.00| 500.00000 3200.00| STRUCTURAL CONCRETE | | |0003 804(B) 2916 768.000 LB | 0.95000 729.60| 2.00000 1536.00| REINFORCING STEEL | | |0004 805(A) 8722 1.000 LSUM | 500.00000 500.00| 500.00000 500.00| (PL)REMOVAL OF EXISTING SIGNS | | |0005 805(A) 8726 1.000 LSUM | 9000.00000 9000.00| 9000.00000 9000.00| (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | | |0006 850(A) 8110 72.000 SF | 14.00000 1008.00| 20.00000 1440.00| SHEET ALUMINUM SIGNS | | |0007 851(B) 3217 520.000 LF | 15.00000 7800.00| 18.00000 9360.00| 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0008 851(C) 8324 84.000 LF | 6.00000 504.00| 10.00000 840.00| 2" SQUARE TUBE POST | | |0009 855(A) 8812 14900.000 LF | 0.65000 9685.00| 1.00000 14900.00| TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0010 855(A) 8814 270.000 LF | 1.00000 270.00| 2.00000 540.00| TRAFFIC STRIPE(PLASTIC)(8" WIDE) | | |0011 855(A) 8818 785.000 LF | 2.00000 1570.00| 3.00000 2355.00| TRAFFIC STRIPE(PLASTIC)(12" WIDE) | | |0012 855(A) 8825 40.000 LF | 10.00000 400.00| 5.00000 200.00| TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0013 855(B) 8818 17.000 EA | 75.00000 1275.00| 150.00000 2550.00| TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0014 855(B) 8824 8.000 EA | 45.00000 360.00| 60.00000 480.00| TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | | |0015 876(A) 8482 40.000 SD | 5.00000 200.00| 25.00000 1000.00| (PL)TRUCK MOUNTED ATTENUATOR | | |0016 880(A) 8812 40.000 SD | 5.00000 200.00| 10.00000 400.00| ARROW DISPLAY(TYPE C) | | |0017 880(J) 8905 1.000 LSUM | 1500.00000 1500.00| 2000.00000 2000.00| CONSTRUCTION TRAFFIC CONTROL | | |0018 882(A) 8306 80.000 SD | 5.00000 400.00| 25.00000 2000.00| PORT.CHANGEABLE MESSAGE SIGN | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 155 -4 TABULATION OF BIDS
CALL ORDER : 155 CONTRACT ID : 120407 COUNTIES : CARTER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731564757 |( 4 ) 730960939 |( ) |DIRECT TRAFFIC CONTROL INC. |MIDSTATE TRAFFIC CONTROL, IN |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 890 7700 1.000 LSUM | 44000.00000 44000.00| 41025.00000 41025.00| (PL)TRAFFIC ITEMS | | | SECTION TOTALS | $ 93,001.60| $ 105,326.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 CONSTRUCTION | | |0020 641 1552 1.000 LSUM | 5998.40000 5998.40| 5000.00000 5000.00| MOBILIZATION | | | SECTION TOTALS | $ 5,998.40| $ 5,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 99,000.00| $ 110,326.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 160 -1 TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : 130016 COUNTIES : CHEROKEE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 01000 CONTRACT DESCRIPTION : CONTRACT TIME : 30 CALENDAR DAYS BRIDGE PAINTING RURAL PROJECT(S) : STPY-211B(005) SH-51: OVER DOUBLE SPRING CREEK, 7.0 MILES EAST OF THE WAGONER COUNTY LINE.
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 158,210.00 150.6676% 100.0000% 1 593364954 -- POSEIDON CONSTRUCTION, INC. $ 105,006.00 100.0000% 66.3713% 2 371538095 -- EURO PAINT, LLC $ 182,500.00 173.7996% 115.3530% 3 454034656 -- MONOKO, LLC $ 187,121.00 178.2003% 118.2738% 4 680607827 -- SPARTAN CONTRACTING, LLC $ 195,000.00 185.7037% 123.2539% 5 460842257 -- KMX PAINTING, INC. $ 214,200.00 203.9883% 135.3897% 6 593114052 -- K.V.K. CONTRACTING, INC. $ 218,000.00 207.6072% 137.7915% 7 593220391 -- P & H STUCCO & CONSTRUCTION, INC. $ 230,000.00 219.0351% 145.3764% 8 431635176 -- THOMAS INDUSTRIAL COATINGS, INC. $ 242,754.00 231.1811% 153.4378%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 593364954 |( 2 ) 371538095 |ENGINEER'S ESTIMATE |POSEIDON CONSTRUCTION, INC. |EURO PAINT, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE "A" | | |0001 512(A) 1323 1.000 LSUM | 108000.00000 108000.00| 86526.00000 86526.00| 150000.00000 150000.00 PAINTING EXISTING STRUCTURES | | |0002 512(B) 6303 1.000 LSUM | 25000.00000 25000.00| 3000.00000 3000.00| 2500.00000 2500.00 COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 133,000.00| $ 89,526.00| $ 152,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC CONTROL | | |0003 876(A) 8482 30.000 SD | 25.00000 750.00| 5.00000 150.00| 85.00000 2550.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0004 880(I) 8902 30.000 SD | 150.00000 4500.00| 1.00000 30.00| 100.00000 3000.00 FLAGGER | | |0005 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 1150.00000 1150.00 CONSTRUCTION TRAFFIC CONTROL | | |0006 882(A) 8306 60.000 SD | 16.00000 960.00| 5.00000 300.00| 55.00000 3300.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 11,210.00| $ 5,480.00| $ 10,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 160 -2 TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : 130016 COUNTIES : CHEROKEE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 01000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 593364954 |( 2 ) 371538095 |ENGINEER'S ESTIMATE |POSEIDON CONSTRUCTION, INC. |EURO PAINT, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0007 641 1399 1.000 LSUM | 14000.00000 14000.00| 10000.00000 10000.00| 20000.00000 20000.00 MOBILIZATION | | | SECTION TOTALS | $ 14,000.00| $ 10,000.00| $ 20,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 158,210.00| $ 105,006.00| $ 182,500.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 160 -3 TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : 130016 COUNTIES : CHEROKEE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 01000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 454034656 |( 4 ) 680607827 |( 5 ) 460842257 |MONOKO, LLC |SPARTAN CONTRACTING, LLC |KMX PAINTING, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE "A" | | |0001 512(A) 1323 1.000 LSUM | 157000.00000 157000.00| 177880.00000 177880.00| 130000.00000 130000.00 PAINTING EXISTING STRUCTURES | | |0002 512(B) 6303 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 65000.00000 65000.00 COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 162,000.00| $ 182,880.00| $ 195,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC CONTROL | | |0003 876(A) 8482 30.000 SD | 1.00000 30.00| 1.00000 30.00| 10.00000 300.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0004 880(I) 8902 30.000 SD | 1.00000 30.00| 1.00000 30.00| 10.00000 300.00 FLAGGER | | |0005 880(J) 8905 1.000 LSUM | 1.00000 1.00| 5000.00000 5000.00| 3000.00000 3000.00 CONSTRUCTION TRAFFIC CONTROL | | |0006 882(A) 8306 60.000 SD | 1.00000 60.00| 1.00000 60.00| 10.00000 600.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 121.00| $ 5,120.00| $ 4,200.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0007 641 1399 1.000 LSUM | 25000.00000 25000.00| 7000.00000 7000.00| 15000.00000 15000.00 MOBILIZATION | | | SECTION TOTALS | $ 25,000.00| $ 7,000.00| $ 15,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 187,121.00| $ 195,000.00| $ 214,200.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 160 -4 TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : 130016 COUNTIES : CHEROKEE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 01000
SET-ASIDE :
==================================================================================================================================== |( 6 ) 593114052 |( 7 ) 593220391 |( 8 ) 431635176 |K.V.K. CONTRACTING, INC. |P & H STUCCO & CONSTRUCTION, |THOMAS INDUSTRIAL COATINGS, ILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE "A" | | |0001 512(A) 1323 1.000 LSUM | 70876.00000 70876.00| 217080.00000 217080.00| 33734.00000 33734.00 PAINTING EXISTING STRUCTURES | | |0002 512(B) 6303 1.000 LSUM | 106314.00000 106314.00| 2000.00000 2000.00| 191160.00000 191160.00 COLLECTION AND HANDLING OF WASTE | | | SECTION TOTALS | $ 177,190.00| $ 219,080.00| $ 224,894.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC CONTROL | | |0003 876(A) 8482 30.000 SD | 5.00000 150.00| 22.00000 660.00| 102.00000 3060.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0004 880(I) 8902 30.000 SD | 12.00000 360.00| 22.00000 660.00| 160.00000 4800.00 FLAGGER | | |0005 880(J) 8905 1.000 LSUM | 10000.00000 10000.00| 4000.00000 4000.00| 1200.00000 1200.00 CONSTRUCTION TRAFFIC CONTROL | | |0006 882(A) 8306 60.000 SD | 5.00000 300.00| 10.00000 600.00| 30.00000 1800.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 10,810.00| $ 5,920.00| $ 10,860.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0007 641 1399 1.000 LSUM | 30000.00000 30000.00| 5000.00000 5000.00| 7000.00000 7000.00 MOBILIZATION | | | SECTION TOTALS | $ 30,000.00| $ 5,000.00| $ 7,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 218,000.00| $ 230,000.00| $ 242,754.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 170 -1 TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : 130025 COUNTIES : CHOCTAW LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STP-112D(060)CB COUNTY ROAD (EW-203): OVER CROWDER CREEK, 1.0 MILE WEST OF US-271. PROJECT LENGTH = 0.170 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 449,113.00 87.2655% 100.0000% 1 731174172 -- HUB CONSTRUCTION, INC. $ 514,651.40 100.0000% 114.5929% 2 731427175 -- K & R BUILDERS, INC. $ 547,715.10 106.4245% 121.9549% 3 263895273 -- RRY SERVICES, LLC $ 654,979.10 127.2666% 145.8384%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 4350.00000 4350.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 1414.000 CY | 5.00000 7070.00| 8.00000 11312.00| 12.25000 17321.50 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 3299.000 CY | 7.00000 23093.00| 9.00000 29691.00| 11.30000 37278.70 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 2500.00000 2500.00| 2500.00000 2500.00| 4400.00000 4400.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 740.000 LF | 3.00000 2220.00| 5.00000 3700.00| 3.00000 2220.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 192.000 LF | 5.00000 960.00| 8.00000 1536.00| 11.00000 2112.00 TEMPORARY SILT DIKE | | |0007 230(A) 2806 3110.000 SY | 2.00000 6220.00| 3.00000 9330.00| 3.45000 10729.50 SOLID SLAB SODDING | | |0008 233(A) 2817 1.400 AC | 500.00000 700.00| 300.00000 420.00| 400.00000 560.00 VEGETATIVE MULCHING | | |0009 402(E) 0225 674.000 TON | 25.00000 16850.00| 25.00000 16850.00| 25.00000 16850.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 509(D) 0325 10.000 CY | 250.00000 2500.00| 300.00000 3000.00| 275.00000 2750.00 CLASS C CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 170 -2 TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : 130025 COUNTIES : CHOCTAW LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 613(A) 0494 68.000 LF | 85.00000 5780.00| 125.00000 8500.00| 175.00000 11900.00 36" R.C.PIPE CLASS III | | |0012 613(B) 4529 28.000 LF | 30.00000 840.00| 40.00000 1120.00| 35.00000 980.00 35" X 24" CORR. GALV. STEEL PIPE ARCH | | |0013 613(L) 5734 4.000 EA | 1000.00000 4000.00| 2200.00000 8800.00| 1600.00000 6400.00 36" PREFAB. CULVERT END SECTION, ROUND | | |0014 613(P) 4572 2.000 EA | 400.00000 800.00| 350.00000 700.00| 460.00000 920.00 35" X 24" GALV. STEEL CULVERT END | | | SECTION ARCH | | | SECTION TOTALS | $ 78,533.00| $ 102,459.00| $ 118,771.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0015 501(B) 1307 80.000 CY | 15.00000 1200.00| 25.00000 2000.00| 10.00000 800.00 SUBSTRUCTURE EXCAVATION COMMON | | |0016 501(D) 6353 50.000 CY | 18.00000 900.00| 30.00000 1500.00| 14.00000 700.00 UNCLASSIFIED BACKFILL | | |0017 503(A) 1311 430.000 LF | 190.00000 81700.00| 210.00000 90300.00| 211.00000 90730.00 PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0018 504(B) 1305 284.400 SY | 50.00000 14220.00| 6.00000 1706.40| 12.00000 3412.80 SAW-CUT GROOVING | | |0019 504(E) 1380 277.000 LF | 50.00000 13850.00| 75.00000 20775.00| 75.00000 20775.00 CONCRETE RAIL (TR1) | | |0020 506(A) 1322 740.000 LB | 3.00000 2220.00| 2.25000 1665.00| 3.50000 2590.00 STRUCTURAL STEEL | | |0021 507(A) 6172 16.000 EA | 1100.00000 17600.00| 950.00000 15200.00| 750.00000 12000.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0022 507(B) 6176 8.000 EA | 1100.00000 8800.00| 950.00000 7600.00| 750.00000 6000.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0023 509(A) 1326 83.400 CY | 475.00000 39615.00| 690.00000 57546.00| 587.50000 48997.50 CLASS AA CONCRETE | | |0024 509(B) 1328 72.600 CY | 500.00000 36300.00| 725.00000 52635.00| 602.50000 43741.50 CLASS A CONCRETE | | |0025 511(A) 1332 28180.000 LB | 0.90000 25362.00| 1.00000 28180.00| 0.92000 25925.60 REINFORCING STEEL | | |0026 514(A) 6010 202.000 LF | 25.00000 5050.00| 40.00000 8080.00| 47.60000 9615.20 PILES, FURNISHED (HP 10X42) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 170 -3 TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : 130025 COUNTIES : CHOCTAW LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0027 514(B) 6292 202.000 LF | 10.00000 2020.00| 15.00000 3030.00| 20.40000 4120.80 PILES, DRIVEN (HP 10X42) | | |0028 514(K) 6260 130.000 LF | 120.00000 15600.00| 95.00000 12350.00| 125.00000 16250.00 (PL)PILOT HOLES | | |0029 516(A) 6092 68.000 LF | 450.00000 30600.00| 625.00000 42500.00| 800.00000 54400.00 DRILLED SHAFTS 36" DIAMETER | | |0030 601(B) 1353 485.000 TON | 25.00000 12125.00| 35.00000 16975.00| 38.00000 18430.00 TYPE I-A PLAIN RIPRAP | | |0031 601(C) 1355 125.000 TON | 20.00000 2500.00| 30.00000 3750.00| 29.00000 3625.00 TYPE I-A FILTER BLANKET | | |0032 619(D) 1397 1.000 LSUM | 2000.00000 2000.00| 5500.00000 5500.00| 6250.00000 6250.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0033 623(F) 6033 4.000 EA | 2500.00000 10000.00| 2100.00000 8400.00| 2320.00000 9280.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0034 880(J) 8905 1.000 LSUM | 2000.00000 2000.00| 5000.00000 5000.00| 3800.00000 3800.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 323,662.00| $ 384,692.40| $ 381,443.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0035 642(B) 0096 1.000 LSUM | 2500.00000 2500.00| 5000.00000 5000.00| 9000.00000 9000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 2,500.00| $ 5,000.00| $ 9,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0036 220 2800 1.000 LSUM | 5000.00000 5000.00| 2500.00000 2500.00| 3750.00000 3750.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0037 641 1399 1.000 LSUM | 39418.00000 39418.00| 20000.00000 20000.00| 34750.00000 34750.00 MOBILIZATION | | | SECTION TOTALS | $ 44,418.00| $ 22,500.00| $ 38,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 449,113.00| $ 514,651.40| $ 547,715.10====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 170 -4 TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : 130025 COUNTIES : CHOCTAW LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 1500.00000 1500.00| | CLEARING AND GRUBBING | | |0002 202(A) 0183 1414.000 CY | 7.50000 10605.00| | UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 3299.000 CY | 12.80000 42227.20| | UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 6700.00000 6700.00| | TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 740.000 LF | 2.00000 1480.00| | TEMPORARY SILT FENCE | | |0006 221(F) 0100 192.000 LF | 9.70000 1862.40| | TEMPORARY SILT DIKE | | |0007 230(A) 2806 3110.000 SY | 3.25000 10107.50| | SOLID SLAB SODDING | | |0008 233(A) 2817 1.400 AC | 1100.00000 1540.00| | VEGETATIVE MULCHING | | |0009 402(E) 0225 674.000 TON | 32.00000 21568.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 509(D) 0325 10.000 CY | 300.00000 3000.00| | CLASS C CONCRETE | | |0011 613(A) 0494 68.000 LF | 200.00000 13600.00| | 36" R.C.PIPE CLASS III | | |0012 613(B) 4529 28.000 LF | 80.00000 2240.00| | 35" X 24" CORR. GALV. STEEL PIPE ARCH | | |0013 613(L) 5734 4.000 EA | 1500.00000 6000.00| | 36" PREFAB. CULVERT END SECTION, ROUND | | |0014 613(P) 4572 2.000 EA | 380.00000 760.00| | 35" X 24" GALV. STEEL CULVERT END | | | SECTION ARCH | | | SECTION TOTALS | $ 123,190.10| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0015 501(B) 1307 80.000 CY | 9.30000 744.00| | SUBSTRUCTURE EXCAVATION COMMON | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 170 -5 TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : 130025 COUNTIES : CHOCTAW LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0016 501(D) 6353 50.000 CY | 32.00000 1600.00| | UNCLASSIFIED BACKFILL | | |0017 503(A) 1311 430.000 LF | 215.00000 92450.00| | PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0018 504(B) 1305 284.400 SY | 17.50000 4977.00| | SAW-CUT GROOVING | | |0019 504(E) 1380 277.000 LF | 75.00000 20775.00| | CONCRETE RAIL (TR1) | | |0020 506(A) 1322 740.000 LB | 2.60000 1924.00| | STRUCTURAL STEEL | | |0021 507(A) 6172 16.000 EA | 900.00000 14400.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0022 507(B) 6176 8.000 EA | 900.00000 7200.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0023 509(A) 1326 83.400 CY | 590.00000 49206.00| | CLASS AA CONCRETE | | |0024 509(B) 1328 72.600 CY | 600.00000 43560.00| | CLASS A CONCRETE | | |0025 511(A) 1332 28180.000 LB | 1.00000 28180.00| | REINFORCING STEEL | | |0026 514(A) 6010 202.000 LF | 50.00000 10100.00| | PILES, FURNISHED (HP 10X42) | | |0027 514(B) 6292 202.000 LF | 14.00000 2828.00| | PILES, DRIVEN (HP 10X42) | | |0028 514(K) 6260 130.000 LF | 360.00000 46800.00| | (PL)PILOT HOLES | | |0029 516(A) 6092 68.000 LF | 1200.00000 81600.00| | DRILLED SHAFTS 36" DIAMETER | | |0030 601(B) 1353 485.000 TON | 34.50000 16732.50| | TYPE I-A PLAIN RIPRAP | | |0031 601(C) 1355 125.000 TON | 26.50000 3312.50| | TYPE I-A FILTER BLANKET | | |0032 619(D) 1397 1.000 LSUM | 7000.00000 7000.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0033 623(F) 6033 4.000 EA | 2100.00000 8400.00| | GUARDRAIL ANCHOR UNIT (TYPE II) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 170 -6 TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : 130025 COUNTIES : CHOCTAW LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0034 880(J) 8905 1.000 LSUM | 2500.00000 2500.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 444,289.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0035 642(B) 0096 1.000 LSUM | 9000.00000 9000.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 9,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0036 220 2800 1.000 LSUM | 1500.00000 1500.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0037 641 1399 1.000 LSUM | 77000.00000 77000.00| | MOBILIZATION | | | SECTION TOTALS | $ 78,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 654,979.10| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 190 -1 TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : 130018 COUNTIES : COMANCHE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : NHPPY-216N(016)3P US-62: FROM 4.98 MILES EAST OF THE KIOWA COUNTY LINE, EXTEND EAST. PROJECT LENGTH = 5.600 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,569,717.10 95.4212% 100.0000% 1 730799069 -- T & G CONSTRUCTION, INC. $ 1,645,040.04 100.0000% 104.7985% 2 581401469 -- APAC-CENTRAL, INC. $ 1,798,745.65 109.3436% 114.5904%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730799069 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |T & G CONSTRUCTION, INC. |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5955 14570.000 TON | 72.50000 1056325.00| 70.95000 1033741.50| 79.17000 1153506.90 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0002 411(C) 5960 3210.000 TON | 64.50000 207045.00| 61.85000 198538.50| 75.78000 243253.80 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0003 412 5267 90346.000 SY | 1.00000 90346.00| 0.70000 63242.20| 1.07000 96670.22 COLD MILLING PAVEMENT | | |0004 413(B) 4863 58000.000 LF | 0.14000 8120.00| 0.15000 8700.00| 0.20000 11600.00 RUMBLE STRIP-METHOD HMA-CYC | | |0005 540 4515 4.000 EA | 2812.00000 11248.00| 2500.00000 10000.00| 5735.37000 22941.48 (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0006 623(A) 0932 950.000 LF | 17.00000 16150.00| 15.20000 14440.00| 16.37000 15551.50 BEAM GUARDRAIL W-BEAM SINGLE | | |0007 623(G) 8590 4.000 EA | 2225.00000 8900.00| 1995.00000 7980.00| 2173.34000 8693.36 GUARDRAIL END TREATMENT (31") | | |0008 623(I) 8700 4.000 EA | 1475.00000 5900.00| 1545.00000 6180.00| 2237.80000 8951.20 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0009 855(A) 8840 65824.000 LF | 0.40000 26329.60| 0.41000 26987.84| 0.42000 27646.08 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0010 876(A) 8482 40.000 SD | 85.00000 3400.00| 50.00000 2000.00| 51.16000 2046.40 (PL)TRUCK MOUNTED ATTENUATOR | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 190 -2 TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : 130018 COUNTIES : COMANCHE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730799069 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |T & G CONSTRUCTION, INC. |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 880(J) 8905 1.000 LSUM | 22000.00000 22000.00| 20000.00000 20000.00| 47590.12000 47590.12 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,455,763.60| $ 1,391,810.04| $ 1,638,451.06------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 ADD ALTERNATE 1 | | |0012 407(C) 0300 25323.000 GAL | 4.50000 113953.50| 10.00000 253230.00| 6.33000 160294.59 POLYMER MODIFIED CATIONIC RAPID SET - 1 | | | SECTION TOTALS | $ 113,953.50| $ 253,230.00| $ 160,294.59------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,569,717.10| $ 1,645,040.04| $ 1,798,745.65====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 200 -1 TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 130027 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STP-119D(045)CB COUNTY ROAD (NS-368): OVER DOG CREEK, 3.3 MILES SOUTH OF SH-33. PROJECT LENGTH = 0.260 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 519,495.50 125.8363% 100.0000% 1 731603183 -- BELK BRIDGE, INC. $ 412,834.49 100.0000% 79.4683% 2 731419591 -- BRIDGECO CONTRACTORS, INC. $ 453,535.20 109.8588% 87.3030% 3 731427175 -- K & R BUILDERS, INC. $ 466,142.44 112.9127% 89.7298%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731603183 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |BELK BRIDGE, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 8000.00000 8000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 25000.00000 25000.00| 42000.00000 42000.00| 38000.00000 38000.00 EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 20000.00000 20000.00| 3000.00000 3000.00| 9000.00000 9000.00 TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 650.000 LF | 3.00000 1950.00| 1.00000 650.00| 3.45000 2242.50 TEMPORARY SILT FENCE | | |0005 221(F) 0100 210.000 LF | 7.00000 1470.00| 1.00000 210.00| 9.00000 1890.00 TEMPORARY SILT DIKE | | |0006 230(A) 2806 7125.000 SY | 2.00000 14250.00| 2.00000 14250.00| 2.90000 20662.50 SOLID SLAB SODDING | | |0007 233(A) 2817 1.470 AC | 500.00000 735.00| 532.00000 782.04| 630.00000 926.10 VEGETATIVE MULCHING | | |0008 402(E) 0225 792.000 TON | 40.00000 31680.00| 18.00000 14256.00| 29.00000 22968.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0009 509(D) 0325 10.000 CY | 350.00000 3500.00| 100.00000 1000.00| 250.00000 2500.00 CLASS C CONCRETE | | |0010 601(A) 0297 717.000 TON | 40.00000 28680.00| 32.75000 23481.75| 35.00000 25095.00 TYPE I PLAIN RIPRAP | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 200 -2 TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 130027 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731603183 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |BELK BRIDGE, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 613(B) 0690 42.000 LF | 35.00000 1470.00| 26.00000 1092.00| 26.00000 1092.00 24" CORR. GALV. STEEL PIPE | | |0012 613(M) 7187 2.000 EA | 1000.00000 2000.00| 1100.00000 2200.00| 900.00000 1800.00 TYPE B4 CULVERT END TREATMENT | | | SECTION TOTALS | $ 135,735.00| $ 110,921.79| $ 136,176.10------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0013 501(B) 1307 84.000 CY | 15.00000 1260.00| 20.00000 1680.00| 10.00000 840.00 SUBSTRUCTURE EXCAVATION COMMON | | |0014 501(D) 6353 82.000 CY | 15.00000 1230.00| 20.00000 1640.00| 12.00000 984.00 UNCLASSIFIED BACKFILL | | |0015 503(A) 1313 416.670 LF | 250.00000 104167.50| 185.00000 77083.95| 180.00000 75000.60 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0016 504(E) 1380 275.000 LF | 60.00000 16500.00| 85.00000 23375.00| 50.00000 13750.00 CONCRETE RAIL (TR1) | | |0017 506(A) 1322 346.000 LB | 3.00000 1038.00| 4.00000 1384.00| 3.50000 1211.00 STRUCTURAL STEEL | | |0018 507(A) 6172 4.000 EA | 1200.00000 4800.00| 700.00000 2800.00| 525.00000 2100.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0019 507(B) 6176 4.000 EA | 1200.00000 4800.00| 700.00000 2800.00| 525.00000 2100.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0020 509(A) 1326 80.600 CY | 525.00000 42315.00| 400.00000 32240.00| 450.00000 36270.00 CLASS AA CONCRETE | | |0021 509(B) 1328 53.800 CY | 500.00000 26900.00| 400.00000 21520.00| 450.00000 24210.00 CLASS A CONCRETE | | |0022 511(A) 1332 25430.000 LB | 1.00000 25430.00| 1.25000 31787.50| 0.95000 24158.50 REINFORCING STEEL | | |0023 514(A) 6010 220.000 LF | 30.00000 6600.00| 18.00000 3960.00| 24.00000 5280.00 PILES, FURNISHED (HP 10X42) | | |0024 514(A) 6011 714.000 LF | 35.00000 24990.00| 20.00000 14280.00| 35.00000 24990.00 PILES, FURNISHED (HP 12X53) | | |0025 514(B) 6292 220.000 LF | 10.00000 2200.00| 9.00000 1980.00| 12.00000 2640.00 PILES, DRIVEN (HP 10X42) | | |0026 514(B) 6294 714.000 LF | 15.00000 10710.00| 10.00000 7140.00| 12.00000 8568.00 PILES, DRIVEN (HP 12X53) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 200 -3 TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 130027 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731603183 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |BELK BRIDGE, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0027 601(B) 1353 1092.000 TON | 40.00000 43680.00| 29.75000 32487.00| 33.00000 36036.00 TYPE I-A PLAIN RIPRAP | | |0028 601(C) 1355 291.000 TON | 40.00000 11640.00| 22.75000 6620.25| 31.00000 9021.00 TYPE I-A FILTER BLANKET | | |0029 619(D) 1397 1.000 LSUM | 8000.00000 8000.00| 10000.00000 10000.00| 7500.00000 7500.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0030 623(F) 6033 4.000 EA | 2500.00000 10000.00| 2000.00000 8000.00| 2200.00000 8800.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0031 880(J) 8905 1.000 LSUM | 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 349,260.50| $ 283,777.70| $ 286,659.10------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0032 642(B) 0096 1.000 LSUM | 6000.00000 6000.00| 4200.00000 4200.00| 4900.00000 4900.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 6,000.00| $ 4,200.00| $ 4,900.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0033 220 2800 1.000 LSUM | 2500.00000 2500.00| 2000.00000 2000.00| 2800.00000 2800.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0034 641 1399 1.000 LSUM | 26000.00000 26000.00| 11935.00000 11935.00| 23000.00000 23000.00 MOBILIZATION | | | SECTION TOTALS | $ 28,500.00| $ 13,935.00| $ 25,800.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 519,495.50| $ 412,834.49| $ 453,535.20====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 200 -4 TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 130027 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731427175 |( ) |( ) |K & R BUILDERS, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 8500.00000 8500.00| | CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 45172.50000 45172.50| | EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 5350.00000 5350.00| | TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 650.000 LF | 2.05000 1332.50| | TEMPORARY SILT FENCE | | |0005 221(F) 0100 210.000 LF | 8.25000 1732.50| | TEMPORARY SILT DIKE | | |0006 230(A) 2806 7125.000 SY | 1.98000 14107.50| | SOLID SLAB SODDING | | |0007 233(A) 2817 1.470 AC | 400.00000 588.00| | VEGETATIVE MULCHING | | |0008 402(E) 0225 792.000 TON | 23.75000 18810.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0009 509(D) 0325 10.000 CY | 250.00000 2500.00| | CLASS C CONCRETE | | |0010 601(A) 0297 717.000 TON | 35.99000 25804.83| | TYPE I PLAIN RIPRAP | | |0011 613(B) 0690 42.000 LF | 24.50000 1029.00| | 24" CORR. GALV. STEEL PIPE | | |0012 613(M) 7187 2.000 EA | 950.00000 1900.00| | TYPE B4 CULVERT END TREATMENT | | | SECTION TOTALS | $ 126,826.83| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0013 501(B) 1307 84.000 CY | 9.50000 798.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0014 501(D) 6353 82.000 CY | 10.00000 820.00| | UNCLASSIFIED BACKFILL | | |0015 503(A) 1313 416.670 LF | 177.50000 73958.93| | PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0016 504(E) 1380 275.000 LF | 67.50000 18562.50| | CONCRETE RAIL (TR1) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 200 -5 TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 130027 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731427175 |( ) |( ) |K & R BUILDERS, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 506(A) 1322 346.000 LB | 3.40000 1176.40| | STRUCTURAL STEEL | | |0018 507(A) 6172 4.000 EA | 750.00000 3000.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0019 507(B) 6176 4.000 EA | 750.00000 3000.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0020 509(A) 1326 80.600 CY | 525.00000 42315.00| | CLASS AA CONCRETE | | |0021 509(B) 1328 53.800 CY | 557.50000 29993.50| | CLASS A CONCRETE | | |0022 511(A) 1332 25430.000 LB | 0.90000 22887.00| | REINFORCING STEEL | | |0023 514(A) 6010 220.000 LF | 28.00000 6160.00| | PILES, FURNISHED (HP 10X42) | | |0024 514(A) 6011 714.000 LF | 32.20000 22990.80| | PILES, FURNISHED (HP 12X53) | | |0025 514(B) 6292 220.000 LF | 12.00000 2640.00| | PILES, DRIVEN (HP 10X42) | | |0026 514(B) 6294 714.000 LF | 13.80000 9853.20| | PILES, DRIVEN (HP 12X53) | | |0027 601(B) 1353 1092.000 TON | 35.53000 38798.76| | TYPE I-A PLAIN RIPRAP | | |0028 601(C) 1355 291.000 TON | 27.72000 8066.52| | TYPE I-A FILTER BLANKET | | |0029 619(D) 1397 1.000 LSUM | 5875.00000 5875.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0030 623(F) 6033 4.000 EA | 2200.00000 8800.00| | GUARDRAIL ANCHOR UNIT (TYPE II) | | |0031 880(J) 8905 1.000 LSUM | 2720.00000 2720.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 302,415.61| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0032 642(B) 0096 1.000 LSUM | 6000.00000 6000.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 6,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 200 -6 TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 130027 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731427175 |( ) |( ) |K & R BUILDERS, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0033 220 2800 1.000 LSUM | 2900.00000 2900.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0034 641 1399 1.000 LSUM | 28000.00000 28000.00| | MOBILIZATION | | | SECTION TOTALS | $ 30,900.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 466,142.44| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 210 -1 TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : 130019 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-119C(213)SR SH-16: FROM SH-33, EXTEND SOUTH. PROJECT LENGTH = 7.150 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,482,809.00 97.7339% 100.0000% 1 730592341 -- THE QUAPAW COMPANY $ 1,517,190.50 100.0000% 102.3187% 2 581401469 -- APAC-CENTRAL, INC. $ 1,818,636.33 119.8687% 122.6481% 3 731316732 -- BECCO CONTRACTORS, INC. $ 1,856,468.00 122.3622% 125.1994% 4 201749126 -- PARAGON CONTRACTORS, LLC $ 1,892,944.50 124.7664% 127.6594% 5 730731258 -- HASKELL LEMON CONST. CO. $ 1,972,295.00 129.9965% 133.0107%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730592341 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |THE QUAPAW COMPANY |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 9350.94000 9350.94 CLEARING AND GRUBBING | | |0002 202(D) 0184 5350.000 CY | 9.50000 50825.00| 7.50000 40125.00| 23.47000 125564.50 UNCLASSIFIED BORROW | | |0003 221(C) 2801 2500.000 LF | 2.50000 6250.00| 2.60000 6500.00| 2.15000 5375.00 TEMPORARY SILT FENCE | | |0004 230(A) 2806 6000.000 SY | 2.00000 12000.00| 1.90000 11400.00| 2.54000 15240.00 SOLID SLAB SODDING | | |0005 303(A) 2100 505.000 CY | 35.00000 17675.00| 43.10000 21765.50| 65.76000 33208.80 AGGREGATE BASE TYPE A | | |0006 402(E) 0225 2150.000 TON | 20.00000 43000.00| 20.50000 44075.00| 24.64000 52976.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0007 407(B) 0250 10376.000 GAL | 2.75000 28534.00| 3.50000 36316.00| 2.77000 28741.52 TACK COAT | | |0008 411(C) 5955 15445.000 TON | 72.00000 1112040.00| 74.00000 1142930.00| 85.32000 1317767.40 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0009 411(H) 6210 150.000 TON | 150.00000 22500.00| 150.00000 22500.00| 156.43000 23464.50 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0010 411(I) 6310 125.000 TON | 150.00000 18750.00| 150.00000 18750.00| 149.29000 18661.25 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 210 -2 TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : 130019 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730592341 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |THE QUAPAW COMPANY |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 412 5267 9750.000 SY | 2.50000 24375.00| 4.75000 46312.50| 2.89000 28177.50 COLD MILLING PAVEMENT | | |0012 619(B) 4780 1530.000 LF | 3.00000 4590.00| 2.25000 3442.50| 2.37000 3626.10 REMOVAL OF GUARDRAIL | | |0013 623(A) 0932 1600.000 LF | 18.00000 28800.00| 17.00000 27200.00| 13.28000 21248.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0014 623(G) 8590 12.000 EA | 2300.00000 27600.00| 2200.00000 26400.00| 2304.35000 27652.20 GUARDRAIL END TREATMENT (31") | | | SECTION TOTALS | $ 1,401,939.00| $ 1,452,716.50| $ 1,711,053.71------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0015 853 9069 50.000 EA | 6.00000 300.00| 12.00000 600.00| 5.62000 281.00 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0016 855(A) 8840 140200.000 LF | 0.35000 49070.00| 0.37000 51874.00| 0.34000 47668.00 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0017 880(J) 8905 1.000 LSUM | 6500.00000 6500.00| 3500.00000 3500.00| 21879.54000 21879.54 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 55,870.00| $ 55,974.00| $ 69,828.54------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0018 641 1552 1.000 LSUM | 25000.00000 25000.00| 8500.00000 8500.00| 37754.08000 37754.08 MOBILIZATION | | | SECTION TOTALS | $ 25,000.00| $ 8,500.00| $ 37,754.08------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,482,809.00| $ 1,517,190.50| $ 1,818,636.33====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 210 -3 TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : 130019 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731316732 |( 4 ) 201749126 |( 5 ) 730731258 |BECCO CONTRACTORS, INC. |PARAGON CONTRACTORS, LLC |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 15000.00000 15000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | |0002 202(D) 0184 5350.000 CY | 8.00000 42800.00| 18.00000 96300.00| 17.00000 90950.00 UNCLASSIFIED BORROW | | |0003 221(C) 2801 2500.000 LF | 1.00000 2500.00| 2.50000 6250.00| 2.00000 5000.00 TEMPORARY SILT FENCE | | |0004 230(A) 2806 6000.000 SY | 2.50000 15000.00| 2.50000 15000.00| 3.00000 18000.00 SOLID SLAB SODDING | | |0005 303(A) 2100 505.000 CY | 50.00000 25250.00| 78.00000 39390.00| 85.00000 42925.00 AGGREGATE BASE TYPE A | | |0006 402(E) 0225 2150.000 TON | 30.00000 64500.00| 51.00000 109650.00| 32.00000 68800.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0007 407(B) 0250 10376.000 GAL | 3.00000 31128.00| 4.00000 41504.00| 2.50000 25940.00 TACK COAT | | |0008 411(C) 5955 15445.000 TON | 88.00000 1359160.00| 86.00000 1328270.00| 98.00000 1513610.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0009 411(H) 6210 150.000 TON | 150.00000 22500.00| 135.00000 20250.00| 140.00000 21000.00 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0010 411(I) 6310 125.000 TON | 160.00000 20000.00| 140.00000 17500.00| 140.00000 17500.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0011 412 5267 9750.000 SY | 4.00000 39000.00| 2.65000 25837.50| 2.50000 24375.00 COLD MILLING PAVEMENT | | |0012 619(B) 4780 1530.000 LF | 2.00000 3060.00| 2.50000 3825.00| 2.50000 3825.00 REMOVAL OF GUARDRAIL | | |0013 623(A) 0932 1600.000 LF | 13.00000 20800.00| 13.50000 21600.00| 13.75000 22000.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0014 623(G) 8590 12.000 EA | 2200.00000 26400.00| 2300.00000 27600.00| 3000.00000 36000.00 GUARDRAIL END TREATMENT (31") | | | SECTION TOTALS | $ 1,677,098.00| $ 1,767,976.50| $ 1,904,925.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0015 853 9069 50.000 EA | 6.00000 300.00| 6.00000 300.00| 6.00000 300.00 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0016 855(A) 8840 140200.000 LF | 0.35000 49070.00| 0.34000 47668.00| 0.35000 49070.00 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 210 -4 TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : 130019 COUNTIES : CREEK LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731316732 |( 4 ) 201749126 |( 5 ) 730731258 |BECCO CONTRACTORS, INC. |PARAGON CONTRACTORS, LLC |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 880(J) 8905 1.000 LSUM | 15000.00000 15000.00| 15000.00000 15000.00| 8000.00000 8000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 64,370.00| $ 62,968.00| $ 57,370.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0018 641 1552 1.000 LSUM | 115000.00000 115000.00| 62000.00000 62000.00| 10000.00000 10000.00 MOBILIZATION | | | SECTION TOTALS | $ 115,000.00| $ 62,000.00| $ 10,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,856,468.00| $ 1,892,944.50| $ 1,972,295.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 222 -1 TABULATION OF BIDS
CALL ORDER : 222 CONTRACT ID : 130028 COUNTIES : DELAWARE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-121C(126)SR SH-28: FROM THE MAYES COUNTY LINE, EXTEND EAST. SSR-121C(127)SR PROJECT LENGTH = 10.168 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,566,561.50 98.7475% 100.0000% 1 431115991 -- SWIFT CONST. CO., INC. DBA SWIFT ASPHALT $ 1,586,432.20 100.0000% 101.2684% 2 208746250 -- GLOVER & ASSOCIATES, INC. $ 1,630,954.50 102.8064% 104.1105% 3 581401469 -- APAC-CENTRAL, INC. $ 1,699,905.15 107.1527% 108.5119% 4 431273272 -- HUTCHENS ASPHALT PAVING CO. DBA HUTCHENS $ 2,111,972.30 133.1272% 134.8158%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 431115991 |( 2 ) 208746250 |ENGINEER'S ESTIMATE |SWIFT CONST. CO., INC. DBA S |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-121C(126)SR | | |0001 303(A) 2100 85.000 CY | 50.00000 4250.00| 56.00000 4760.00| 62.45000 5308.25 AGGREGATE BASE TYPE A | | |0002 402(E) 0225 1750.000 TON | 20.00000 35000.00| 26.50000 46375.00| 22.00000 38500.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0003 407(B) 0250 6660.000 GAL | 2.75000 18315.00| 2.65000 17649.00| 2.00000 13320.00 TACK COAT | | |0004 411(C) 5955 9300.000 TON | 75.00000 697500.00| 74.78000 695454.00| 77.00000 716100.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0005 411(H) 6210 150.000 TON | 150.00000 22500.00| 90.00000 13500.00| 140.00000 21000.00 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0006 411(I) 6310 175.000 TON | 150.00000 26250.00| 100.00000 17500.00| 140.00000 24500.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0007 412 5267 1125.000 SY | 2.75000 3093.75| 5.00000 5625.00| 5.00000 5625.00 COLD MILLING PAVEMENT | | |0008 613(A) 4495 32.000 LF | 105.00000 3360.00| 200.43000 6413.76| 100.00000 3200.00 22" X 13" R.C.PIPE ARCH CLASS A-III | | |0009 613(O) 4800 2.000 EA | 1000.00000 2000.00| 1434.04000 2868.08| 3300.00000 6600.00 SPECIAL END SECTION OF 22" X 13" RCP | | | ARCH | | | SECTION TOTALS | $ 812,268.75| $ 810,144.84| $ 834,153.25------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 222 -2 TABULATION OF BIDS
CALL ORDER : 222 CONTRACT ID : 130028 COUNTIES : DELAWARE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 431115991 |( 2 ) 208746250 |ENGINEER'S ESTIMATE |SWIFT CONST. CO., INC. DBA S |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC - SSR-121C(126)SR | | |0010 855(A) 8840 117100.000 LF | 0.35000 40985.00| 0.34000 39814.00| 0.37000 43327.00 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0011 880(J) 8905 1.000 LSUM | 4000.00000 4000.00| 3000.00000 3000.00| 3500.00000 3500.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 44,985.00| $ 42,814.00| $ 46,827.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION - SSR-121C(126)SR | | |0012 641 1552 1.000 LSUM | 35000.00000 35000.00| 56650.00000 56650.00| 25000.00000 25000.00 MOBILIZATION | | | SECTION TOTALS | $ 35,000.00| $ 56,650.00| $ 25,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 ROADWAY - SSR-121C(127)SR | | |0013 303(A) 2100 85.000 CY | 50.00000 4250.00| 56.00000 4760.00| 62.45000 5308.25 AGGREGATE BASE TYPE A | | |0014 402(E) 0225 1360.000 TON | 20.00000 27200.00| 26.50000 36040.00| 22.00000 29920.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 4945.000 GAL | 2.75000 13598.75| 2.65000 13104.25| 2.00000 9890.00 TACK COAT | | |0016 411(C) 5955 6930.000 TON | 75.00000 519750.00| 74.78000 518225.40| 77.00000 533610.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0017 411(H) 6210 150.000 TON | 150.00000 22500.00| 100.00000 15000.00| 140.00000 21000.00 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0018 411(I) 6310 175.000 TON | 150.00000 26250.00| 90.00000 15750.00| 140.00000 24500.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0019 412 5267 1100.000 SY | 2.75000 3025.00| 5.00000 5500.00| 5.00000 5500.00 COLD MILLING PAVEMENT | | |0020 508 7100 40.000 LF | 250.00000 10000.00| 349.42000 13976.80| 750.00000 30000.00 PRECAST REINFORCED CONCRETE BOX | | |0021 509(A) 0319 9.000 CY | 500.00000 4500.00| 774.25000 6968.25| 1250.00000 11250.00 CLASS AA CONCRETE | | |0022 511(A) 0332 1076.000 LB | 1.50000 1614.00| 2.28000 2453.28| 5.00000 5380.00 REINFORCING STEEL | | |0023 613(A) 4495 28.000 LF | 105.00000 2940.00| 264.45000 7404.60| 280.00000 7840.00 22" X 13" R.C.PIPE ARCH CLASS A-III | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 222 -3 TABULATION OF BIDS
CALL ORDER : 222 CONTRACT ID : 130028 COUNTIES : DELAWARE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 431115991 |( 2 ) 208746250 |ENGINEER'S ESTIMATE |SWIFT CONST. CO., INC. DBA S |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0024 613(O) 4800 2.000 EA | 1000.00000 2000.00| 1429.39000 2858.78| 1300.00000 2600.00 SPECIAL END SECTION OF 22" X 13" RCP | | | ARCH | | | SECTION TOTALS | $ 637,627.75| $ 642,041.36| $ 686,798.25------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC - SSR-121C(127)SR | | |0025 855(A) 8840 89800.000 LF | 0.35000 31430.00| 0.34000 30532.00| 0.37000 33226.00 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0026 880(J) 8905 1.000 LSUM | 4000.00000 4000.00| 3000.00000 3000.00| 3500.00000 3500.00 CONSTRUCTION TRAFFIC CONTROL | | |0027 882(A) 8306 50.000 SD | 25.00000 1250.00| 25.00000 1250.00| 29.00000 1450.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 36,680.00| $ 34,782.00| $ 38,176.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,566,561.50| $ 1,586,432.20| $ 1,630,954.50====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 222 -4 TABULATION OF BIDS
CALL ORDER : 222 CONTRACT ID : 130028 COUNTIES : DELAWARE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 431273272 |( ) |APAC-CENTRAL, INC. |HUTCHENS ASPHALT PAVING CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-121C(126)SR | | |0001 303(A) 2100 85.000 CY | 73.40000 6239.00| 121.00000 10285.00| AGGREGATE BASE TYPE A | | |0002 402(E) 0225 1750.000 TON | 21.50000 37625.00| 26.80000 46900.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0003 407(B) 0250 6660.000 GAL | 2.65000 17649.00| 3.65000 24309.00| TACK COAT | | |0004 411(C) 5955 9300.000 TON | 80.00000 744000.00| 101.77000 946461.00| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0005 411(H) 6210 150.000 TON | 150.00000 22500.00| 136.90000 20535.00| SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0006 411(I) 6310 175.000 TON | 165.00000 28875.00| 160.30000 28052.50| SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0007 412 5267 1125.000 SY | 8.50000 9562.50| 6.50000 7312.50| COLD MILLING PAVEMENT | | |0008 613(A) 4495 32.000 LF | 145.00000 4640.00| 231.00000 7392.00| 22" X 13" R.C.PIPE ARCH CLASS A-III | | |0009 613(O) 4800 2.000 EA | 1200.00000 2400.00| 1705.00000 3410.00| SPECIAL END SECTION OF 22" X 13" RCP | | | ARCH | | | SECTION TOTALS | $ 873,490.50| $ 1,094,657.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC - SSR-121C(126)SR | | |0010 855(A) 8840 117100.000 LF | 0.35000 40985.00| 0.38000 44498.00| TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0011 880(J) 8905 1.000 LSUM | 14000.00000 14000.00| 35900.00000 35900.00| CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 54,985.00| $ 80,398.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION - SSR-121C(126)SR | | |0012 641 1552 1.000 LSUM | 34000.00000 34000.00| 31750.00000 31750.00| MOBILIZATION | | | SECTION TOTALS | $ 34,000.00| $ 31,750.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 222 -5 TABULATION OF BIDS
CALL ORDER : 222 CONTRACT ID : 130028 COUNTIES : DELAWARE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 431273272 |( ) |APAC-CENTRAL, INC. |HUTCHENS ASPHALT PAVING CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 ROADWAY - SSR-121C(127)SR | | |0013 303(A) 2100 85.000 CY | 73.40000 6239.00| 121.00000 10285.00| AGGREGATE BASE TYPE A | | |0014 402(E) 0225 1360.000 TON | 21.50000 29240.00| 26.80000 36448.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 4945.000 GAL | 2.65000 13104.25| 3.60000 17802.00| TACK COAT | | |0016 411(C) 5955 6930.000 TON | 80.00000 554400.00| 98.74000 684268.20| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0017 411(H) 6210 150.000 TON | 150.00000 22500.00| 136.90000 20535.00| SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0018 411(I) 6310 175.000 TON | 165.00000 28875.00| 160.30000 28052.50| SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0019 412 5267 1100.000 SY | 8.50000 9350.00| 6.50000 7150.00| COLD MILLING PAVEMENT | | |0020 508 7100 40.000 LF | 240.00000 9600.00| 363.00000 14520.00| PRECAST REINFORCED CONCRETE BOX | | |0021 509(A) 0319 9.000 CY | 1050.00000 9450.00| 814.00000 7326.00| CLASS AA CONCRETE | | |0022 511(A) 0332 1076.000 LB | 1.40000 1506.40| 1.10000 1183.60| REINFORCING STEEL | | |0023 613(A) 4495 28.000 LF | 145.00000 4060.00| 231.00000 6468.00| 22" X 13" R.C.PIPE ARCH CLASS A-III | | |0024 613(O) 4800 2.000 EA | 1200.00000 2400.00| 1705.00000 3410.00| SPECIAL END SECTION OF 22" X 13" RCP | | | ARCH | | | SECTION TOTALS | $ 690,724.65| $ 837,448.30| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC - SSR-121C(127)SR | | |0025 855(A) 8840 89800.000 LF | 0.35000 31430.00| 0.38000 34124.00| TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0026 880(J) 8905 1.000 LSUM | 14000.00000 14000.00| 32200.00000 32200.00| CONSTRUCTION TRAFFIC CONTROL | | |0027 882(A) 8306 50.000 SD | 25.50000 1275.00| 27.90000 1395.00| PORT.CHANGEABLE MESSAGE SIGN | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 222 -6 TABULATION OF BIDS
CALL ORDER : 222 CONTRACT ID : 130028 COUNTIES : DELAWARE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 431273272 |( ) |APAC-CENTRAL, INC. |HUTCHENS ASPHALT PAVING CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 46,705.00| $ 67,719.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,699,905.15| $ 2,111,972.30| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 230 -1 TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : 130029 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000 CONTRACT DESCRIPTION : CONTRACT TIME : 210 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : CIRB-123C(061)RB COUNTY ROAD (NS-190): OVER WOLF CREEK, 1.5 MILES NORTH OF SH-15. PROJECT LENGTH = 0.596 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 3,427,723.50 108.9245% 100.0000% 1 730776271 -- SEWELL BROS., INC. $ 3,146,880.75 100.0000% 91.8067% 2 481086662 -- BRIDGES, INC. DBA SCUDDER BRIDGE CO. $ 3,374,044.35 107.2187% 98.4340% 3 420805868 -- A. M. COHRON & SON, INC. $ 3,382,490.69 107.4871% 98.6804%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(D) 0184 21787.000 CY | 8.00000 174296.00| 6.00000 130722.00| 15.50000 337698.50 UNCLASSIFIED BORROW | | |0002 202(H) 0185 1.000 LSUM | 75000.00000 75000.00| 35000.00000 35000.00| 21000.00000 21000.00 EARTHWORK | | |0003 210 0121 2550.000 LF | 5.00000 12750.00| 4.00000 10200.00| 6.50000 16575.00 OBLITERATING ABANDONED ROAD | | |0004 221(C) 2801 1910.000 LF | 1.50000 2865.00| 1.50000 2865.00| 1.25000 2387.50 TEMPORARY SILT FENCE | | |0005 221(F) 0100 520.000 LF | 7.00000 3640.00| 8.50000 4420.00| 8.00000 4160.00 TEMPORARY SILT DIKE | | |0006 230(A) 2806 38000.000 SY | 1.70000 64600.00| 1.35000 51300.00| 1.25000 47500.00 SOLID SLAB SODDING | | |0007 233(A) 2817 7.850 AC | 500.00000 3925.00| 515.00000 4042.75| 475.00000 3728.75 VEGETATIVE MULCHING | | |0008 303(A) 2100 1347.000 CY | 45.00000 60615.00| 84.00000 113148.00| 60.00000 80820.00 AGGREGATE BASE TYPE A | | |0009 311(A) 0151 2550.000 LF | 2.00000 5100.00| 4.00000 10200.00| 6.50000 16575.00 PROCESSING EXISTING BASE & SURFACE, | | | METHOD A | | |0010 411(B) 5945 867.000 TON | 100.00000 86700.00| 126.00000 109242.00| 98.00000 84966.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 230 -2 TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : 130029 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 411(C) 5960 857.000 TON | 100.00000 85700.00| 129.00000 110553.00| 100.00000 85700.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0012 509(D) 0325 10.000 CY | 300.00000 3000.00| 300.00000 3000.00| 450.00000 4500.00 CLASS C CONCRETE | | |0013 601(B) 0536 564.000 TON | 49.00000 27636.00| 47.00000 26508.00| 55.00000 31020.00 TYPE I-A PLAIN RIPRAP | | |0014 601(C) 0538 282.000 TON | 40.00000 11280.00| 40.00000 11280.00| 45.00000 12690.00 TYPE I-A FILTER BLANKET | | |0015 619(C) 0924 44.000 LF | 6.50000 286.00| 6.00000 264.00| 15.00000 660.00 SAWING PAVEMENT | | |0016 854(A) 8800 6300.000 LF | 0.50000 3150.00| 0.30000 1890.00| 0.28000 1764.00 TRAFFIC STRIPE(PAINT)(4" WIDE) | | | SECTION TOTALS | $ 620,543.00| $ 624,634.75| $ 751,744.75------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0017 501(B) 1307 210.000 CY | 20.00000 4200.00| 15.00000 3150.00| 15.00000 3150.00 SUBSTRUCTURE EXCAVATION COMMON | | |0018 501(G) 6315 108.000 CY | 125.00000 13500.00| 120.00000 12960.00| 75.00000 8100.00 CLSM BACKFILL | | |0019 503(A) 1313 3189.360 LF | 225.00000 717606.00| 195.00000 621925.20| 235.00000 749499.60 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0020 504(B) 1305 2447.000 SY | 3.50000 8564.50| 4.00000 9788.00| 5.00000 12235.00 SAW-CUT GROOVING | | |0021 504(C) 6250 140.680 LF | 250.00000 35170.00| 260.00000 36576.80| 275.00000 38687.00 SEALED EXPANSION JOINT | | |0022 504(D) 6239 1666.400 LF | 70.00000 116648.00| 65.00000 108316.00| 65.00000 108316.00 CONCRETE RAIL (TR3) | | |0023 506(A) 1322 3220.000 LB | 2.50000 8050.00| 4.00000 12880.00| 3.50000 11270.00 STRUCTURAL STEEL | | |0024 507(A) 6172 32.000 EA | 900.00000 28800.00| 500.00000 16000.00| 600.00000 19200.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0025 507(B) 6176 32.000 EA | 900.00000 28800.00| 500.00000 16000.00| 650.00000 20800.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0026 509(A) 1326 781.000 CY | 500.00000 390500.00| 500.00000 390500.00| 375.00000 292875.00 CLASS AA CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 230 -3 TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : 130029 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0027 509(B) 1328 238.000 CY | 525.00000 124950.00| 600.00000 142800.00| 500.00000 119000.00 CLASS A CONCRETE | | |0028 511(A) 1332 202260.000 LB | 0.90000 182034.00| 0.90000 182034.00| 0.95000 192147.00 REINFORCING STEEL | | |0029 514(A) 6010 280.000 LF | 30.00000 8400.00| 30.00000 8400.00| 30.00000 8400.00 PILES, FURNISHED (HP 10X42) | | |0030 514(A) 6011 1120.000 LF | 35.00000 39200.00| 35.00000 39200.00| 37.00000 41440.00 PILES, FURNISHED (HP 12X53) | | |0031 514(B) 6292 280.000 LF | 10.00000 2800.00| 15.00000 4200.00| 12.50000 3500.00 PILES, DRIVEN (HP 10X42) | | |0032 514(B) 6294 1120.000 LF | 10.00000 11200.00| 20.35000 22792.00| 12.50000 14000.00 PILES, DRIVEN (HP 12X53) | | |0033 516(A) 6096 1036.000 LF | 800.00000 828800.00| 630.00000 652680.00| 600.00000 621600.00 DRILLED SHAFTS 60" DIAMETER | | |0034 601(B) 1353 1612.000 TON | 49.00000 78988.00| 47.00000 75764.00| 55.00000 88660.00 TYPE I-A PLAIN RIPRAP | | |0035 601(C) 1355 505.000 TON | 40.00000 20200.00| 40.00000 20200.00| 45.00000 22725.00 TYPE I-A FILTER BLANKET | | |0036 613(H) 6204 64.000 LF | 30.00000 1920.00| 25.00000 1600.00| 15.00000 960.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0037 613(I) 1096 22.000 LF | 25.00000 550.00| 25.00000 550.00| 15.00000 330.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0038 619(D) 1397 1.000 LSUM | 15000.00000 15000.00| 20000.00000 20000.00| 40000.00000 40000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0039 623(F) 6033 4.000 EA | 2200.00000 8800.00| 2195.00000 8780.00| 1995.00000 7980.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0040 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 5150.00000 5150.00| 4375.00000 4375.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 2,679,680.50| $ 2,412,246.00| $ 2,429,249.60------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0041 642(B) 0096 1.000 LSUM | 25000.00000 25000.00| 17000.00000 17000.00| 15250.00000 15250.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 25,000.00| $ 17,000.00| $ 15,250.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 230 -4 TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : 130029 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | | 0042 220 2800 1.000 LSUM | 7500.00000 7500.00| 3000.00000 3000.00| 2800.00000 2800.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0043 641 1399 1.000 LSUM | 95000.00000 95000.00| 90000.00000 90000.00| 175000.00000 175000.00 MOBILIZATION | | | SECTION TOTALS | $ 102,500.00| $ 93,000.00| $ 177,800.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,427,723.50| $ 3,146,880.75| $ 3,374,044.35====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 230 -5 TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : 130029 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420805868 |( ) |( ) |A. M. COHRON & SON, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(D) 0184 21787.000 CY | 15.28000 332905.36| | UNCLASSIFIED BORROW | | |0002 202(H) 0185 1.000 LSUM | 20505.39000 20505.39| | EARTHWORK | | |0003 210 0121 2550.000 LF | 6.28000 16014.00| | OBLITERATING ABANDONED ROAD | | |0004 221(C) 2801 1910.000 LF | 2.00000 3820.00| | TEMPORARY SILT FENCE | | |0005 221(F) 0100 520.000 LF | 9.00000 4680.00| | TEMPORARY SILT DIKE | | |0006 230(A) 2806 38000.000 SY | 2.25000 85500.00| | SOLID SLAB SODDING | | |0007 233(A) 2817 7.850 AC | 400.00000 3140.00| | VEGETATIVE MULCHING | | |0008 303(A) 2100 1347.000 CY | 14.00000 18858.00| | AGGREGATE BASE TYPE A | | |0009 311(A) 0151 2550.000 LF | 15.00000 38250.00| | PROCESSING EXISTING BASE & SURFACE, | | | METHOD A | | |0010 411(B) 5945 867.000 TON | 98.00000 84966.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0011 411(C) 5960 857.000 TON | 100.00000 85700.00| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0012 509(D) 0325 10.000 CY | 350.00000 3500.00| | CLASS C CONCRETE | | |0013 601(B) 0536 564.000 TON | 47.50000 26790.00| | TYPE I-A PLAIN RIPRAP | | |0014 601(C) 0538 282.000 TON | 42.00000 11844.00| | TYPE I-A FILTER BLANKET | | |0015 619(C) 0924 44.000 LF | 8.00000 352.00| | SAWING PAVEMENT | | |0016 854(A) 8800 6300.000 LF | 0.28000 1764.00| | TRAFFIC STRIPE(PAINT)(4" WIDE) | | | SECTION TOTALS | $ 738,588.75| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 230 -6 TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : 130029 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420805868 |( ) |( ) |A. M. COHRON & SON, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0017 501(B) 1307 210.000 CY | 12.50000 2625.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0018 501(G) 6315 108.000 CY | 133.24000 14389.92| | CLSM BACKFILL | | |0019 503(A) 1313 3189.360 LF | 225.00000 717606.00| | PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0020 504(B) 1305 2447.000 SY | 3.60000 8809.20| | SAW-CUT GROOVING | | |0021 504(C) 6250 140.680 LF | 195.00000 27432.60| | SEALED EXPANSION JOINT | | |0022 504(D) 6239 1666.400 LF | 65.00000 108316.00| | CONCRETE RAIL (TR3) | | |0023 506(A) 1322 3220.000 LB | 2.65000 8533.00| | STRUCTURAL STEEL | | |0024 507(A) 6172 32.000 EA | 850.00000 27200.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0025 507(B) 6176 32.000 EA | 850.00000 27200.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0026 509(A) 1326 781.000 CY | 525.00000 410025.00| | CLASS AA CONCRETE | | |0027 509(B) 1328 238.000 CY | 485.00000 115430.00| | CLASS A CONCRETE | | |0028 511(A) 1332 202260.000 LB | 0.80000 161808.00| | REINFORCING STEEL | | |0029 514(A) 6010 280.000 LF | 25.30000 7084.00| | PILES, FURNISHED (HP 10X42) | | |0030 514(A) 6011 1120.000 LF | 32.40000 36288.00| | PILES, FURNISHED (HP 12X53) | | |0031 514(B) 6292 280.000 LF | 8.00000 2240.00| | PILES, DRIVEN (HP 10X42) | | |0032 514(B) 6294 1120.000 LF | 10.00000 11200.00| | PILES, DRIVEN (HP 12X53) | | |0033 516(A) 6096 1036.000 LF | 610.00000 631960.00| | DRILLED SHAFTS 60" DIAMETER | | |0034 601(B) 1353 1612.000 TON | 45.00000 72540.00| | TYPE I-A PLAIN RIPRAP | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 230 -7 TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : 130029 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420805868 |( ) |( ) |A. M. COHRON & SON, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0035 601(C) 1355 505.000 TON | 42.00000 21210.00| | TYPE I-A FILTER BLANKET | | |0036 613(H) 6204 64.000 LF | 20.60000 1318.40| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0037 613(I) 1096 22.000 LF | 29.40000 646.80| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0038 619(D) 1397 1.000 LSUM | 38560.02000 38560.02| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0039 623(F) 6033 4.000 EA | 1995.00000 7980.00| | GUARDRAIL ANCHOR UNIT (TYPE II) | | |0040 880(J) 8905 1.000 LSUM | 5500.00000 5500.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 2,465,901.94| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0041 642(B) 0096 1.000 LSUM | 18000.00000 18000.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 18,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0042 220 2800 1.000 LSUM | 10000.00000 10000.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0043 641 1399 1.000 LSUM | 150000.00000 150000.00| | MOBILIZATION | | | SECTION TOTALS | $ 160,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,382,490.69| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 240 -1 TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : 130030 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000 CONTRACT DESCRIPTION : CONTRACT TIME : 75 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-123B(080)SR US-283: FROM 0.73 MILES NORTH OF THE ROGER MILLS COUNTY SSR-123B(081)SR LINE, EXTEND NORTH. SSR-123B(082)SR PROJECT LENGTH = 18.710 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 3,146,702.80 102.8524% 100.0000% 1 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 3,059,436.50 100.0000% 97.2267% 2 480664815 -- J & R SAND COMPANY, INC. $ 3,069,939.10 100.3433% 97.5605% 3 730707928 -- CORNELL CONST. CO., INC. $ 3,097,710.11 101.2510% 98.4430% 4 470351868 -- DOBSON BROTHERS. CONST. CO. $ 3,149,069.91 102.9297% 100.0752% 5 730765687 -- HIGHWAY CONTRACTORS, INC. $ 3,322,283.86 108.5914% 105.5798%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 480664815 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |J & R SAND COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-123B(080)SR | | |0001 407(B) 0250 7300.000 GAL | 2.70000 19710.00| 3.00000 21900.00| 2.40000 17520.00 TACK COAT | | |0002 411(C) 5960 10575.000 TON | 82.00000 867150.00| 85.80000 907335.00| 85.00000 898875.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0003 411(I) 6310 350.000 TON | 120.00000 42000.00| 120.50000 42175.00| 110.00000 38500.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0004 412 5267 550.000 SY | 6.00000 3300.00| 8.50000 4675.00| 6.00000 3300.00 COLD MILLING PAVEMENT | | |0005 413(A) 4861 68550.000 LF | 0.10000 6855.00| 0.05000 3427.50| 0.05000 3427.50 RUMBLE STRIP-METHOD HMA-CON | | |0006 619(B) 4780 300.000 LF | 2.25000 675.00| 8.20000 2460.00| 7.75000 2325.00 REMOVAL OF GUARDRAIL | | |0007 623(A) 0932 150.000 LF | 20.00000 3000.00| 18.00000 2700.00| 17.00000 2550.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0008 623(F) 5686 2.000 EA | 1700.00000 3400.00| 2100.00000 4200.00| 1930.00000 3860.00 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0009 623(G) 8571 2.000 EA | 2200.00000 4400.00| 2635.00000 5270.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT (GET) | | | SECTION TOTALS | $ 950,490.00| $ 994,142.50| $ 975,357.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 240 -2 TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : 130030 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 480664815 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |J & R SAND COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC - SSR-123B(080)SR | | |0010 856(A) 8530 120000.000 LF | 0.70000 84000.00| 0.34000 40800.00| 0.26000 31200.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0011 876(A) 8482 14.000 SD | 20.00000 280.00| 63.00000 882.00| 60.00000 840.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0012 880(J) 8905 1.000 LSUM | 18000.00000 18000.00| 22000.00000 22000.00| 20845.00000 20845.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 102,280.00| $ 63,682.00| $ 52,885.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION - SSR-123B(080)SR | | |0013 641 1552 1.000 LSUM | 170000.00000 170000.00| 100000.00000 100000.00| 175000.00000 175000.00 MOBILIZATION | | | SECTION TOTALS | $ 170,000.00| $ 100,000.00| $ 175,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 ROADWAY - SSR-123B(081)SR | | |0014 407(B) 0250 6882.000 GAL | 2.70000 18581.40| 3.00000 20646.00| 2.40000 16516.80 TACK COAT | | |0015 411(C) 5960 9950.000 TON | 82.00000 815900.00| 85.80000 853710.00| 85.00000 845750.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0016 411(I) 6310 350.000 TON | 120.00000 42000.00| 120.50000 42175.00| 110.00000 38500.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0017 413(A) 4861 64550.000 LF | 0.10000 6455.00| 0.05000 3227.50| 0.05000 3227.50 RUMBLE STRIP-METHOD HMA-CON | | | SECTION TOTALS | $ 882,936.40| $ 919,758.50| $ 903,994.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC - SSR-123B(081)SR | | |0018 856(A) 8530 112900.000 LF | 0.70000 79030.00| 0.30000 33870.00| 0.26000 29354.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 79,030.00| $ 33,870.00| $ 29,354.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 ROADWAY - SSR-123B(082)SR | | |0019 407(B) 0250 6882.000 GAL | 2.70000 18581.40| 3.00000 20646.00| 2.40000 16516.80 TACK COAT | | |0020 411(C) 5960 9950.000 TON | 82.00000 815900.00| 85.80000 853710.00| 85.00000 845750.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 240 -3 TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : 130030 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 480664815 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |J & R SAND COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0021 411(I) 6310 350.000 TON | 120.00000 42000.00| 120.50000 42175.00| 110.00000 38500.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0022 413(A) 4861 64550.000 LF | 0.10000 6455.00| 0.05000 3227.50| 0.05000 3227.50 RUMBLE STRIP-METHOD HMA-CON | | | SECTION TOTALS | $ 882,936.40| $ 919,758.50| $ 903,994.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 TRAFFIC - SSR-123B(082)SR | | |0023 856(A) 8530 112900.000 LF | 0.70000 79030.00| 0.25000 28225.00| 0.26000 29354.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 79,030.00| $ 28,225.00| $ 29,354.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,146,702.80| $ 3,059,436.50| $ 3,069,939.10====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 240 -4 TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : 130030 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730707928 |( 4 ) 470351868 |( 5 ) 730765687 |CORNELL CONST. CO., INC. |DOBSON BROTHERS. CONST. CO. |HIGHWAY CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-123B(080)SR | | |0001 407(B) 0250 7300.000 GAL | 2.98000 21754.00| 1.20000 8760.00| 3.24000 23652.00 TACK COAT | | |0002 411(C) 5960 10575.000 TON | 86.44000 914103.00| 93.00000 983475.00| 90.76000 959787.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0003 411(I) 6310 350.000 TON | 107.79000 37726.50| 115.00000 40250.00| 120.00000 42000.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0004 412 5267 550.000 SY | 10.13000 5571.50| 15.06000 8283.00| 13.00000 7150.00 COLD MILLING PAVEMENT | | |0005 413(A) 4861 68550.000 LF | 0.14000 9597.00| 0.05000 3427.50| 0.15000 10282.50 RUMBLE STRIP-METHOD HMA-CON | | |0006 619(B) 4780 300.000 LF | 7.75000 2325.00| 8.17000 2451.00| 7.75000 2325.00 REMOVAL OF GUARDRAIL | | |0007 623(A) 0932 150.000 LF | 17.00000 2550.00| 17.92000 2688.00| 17.00000 2550.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0008 623(F) 5686 2.000 EA | 1930.00000 3860.00| 2034.42000 4068.84| 1930.00000 3860.00 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0009 623(G) 8571 2.000 EA | 2500.00000 5000.00| 2635.26000 5270.52| 2500.00000 5000.00 GUARDRAIL END TREATMENT (GET) | | | SECTION TOTALS | $ 1,002,487.00| $ 1,058,673.86| $ 1,056,606.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC - SSR-123B(080)SR | | |0010 856(A) 8530 120000.000 LF | 0.26000 31200.00| 0.27000 32400.00| 0.26000 31200.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0011 876(A) 8482 14.000 SD | 60.00000 840.00| 63.25000 885.50| 60.00000 840.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0012 880(J) 8905 1.000 LSUM | 25377.89000 25377.89| 21972.75000 21972.75| 20845.00000 20845.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 57,417.89| $ 55,258.25| $ 52,885.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION - SSR-123B(080)SR | | |0013 641 1552 1.000 LSUM | 125000.00000 125000.00| 20000.00000 20000.00| 200000.00000 200000.00 MOBILIZATION | | | SECTION TOTALS | $ 125,000.00| $ 20,000.00| $ 200,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 240 -5 TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : 130030 COUNTIES : ELLIS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730707928 |( 4 ) 470351868 |( 5 ) 730765687 |CORNELL CONST. CO., INC. |DOBSON BROTHERS. CONST. CO. |HIGHWAY CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 ROADWAY - SSR-123B(081)SR | | |0014 407(B) 0250 6882.000 GAL | 2.98000 20508.36| 1.20000 8258.40| 3.24000 22297.68 TACK COAT | | |0015 411(C) 5960 9950.000 TON | 86.52000 860874.00| 93.00000 925350.00| 90.76000 903062.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0016 411(I) 6310 350.000 TON | 101.52000 35532.00| 115.00000 40250.00| 120.00000 42000.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0017 413(A) 4861 64550.000 LF | 0.14000 9037.00| 0.05000 3227.50| 0.15000 9682.50 RUMBLE STRIP-METHOD HMA-CON | | | SECTION TOTALS | $ 925,951.36| $ 977,085.90| $ 977,042.18------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC - SSR-123B(081)SR | | |0018 856(A) 8530 112900.000 LF | 0.26000 29354.00| 0.27000 30483.00| 0.26000 29354.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 29,354.00| $ 30,483.00| $ 29,354.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 ROADWAY - SSR-123B(082)SR | | |0019 407(B) 0250 6882.000 GAL | 2.98000 20508.36| 1.20000 8258.40| 3.24000 22297.68 TACK COAT | | |0020 411(C) 5960 9950.000 TON | 86.52000 860874.00| 93.00000 925350.00| 90.76000 903062.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 411(I) 6310 350.000 TON | 107.79000 37726.50| 115.00000 40250.00| 120.00000 42000.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0022 413(A) 4861 64550.000 LF | 0.14000 9037.00| 0.05000 3227.50| 0.15000 9682.50 RUMBLE STRIP-METHOD HMA-CON | | | SECTION TOTALS | $ 928,145.86| $ 977,085.90| $ 977,042.18------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 TRAFFIC - SSR-123B(082)SR | | |0023 856(A) 8530 112900.000 LF | 0.26000 29354.00| 0.27000 30483.00| 0.26000 29354.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 29,354.00| $ 30,483.00| $ 29,354.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,097,710.11| $ 3,149,069.91| $ 3,322,283.86====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13
PAGE : 250 -1
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : 130031 COUNTIES : GRADY
LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS
RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-226N(007)SR
US-81: FROM 3.53 MILES SOUTH OF SH-17, EXTEND NORTH.
PROJECT LENGTH = 3.53 MILES
SET-ASIDE :
VENDOR RANKING :
---------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER % OVER
RANK VENDOR NO -- VENDOR NAME BID LOW BID EST
---------------------------------------------------------------------------------------------------------------------------------
0 -EST- ENGINEER'S ESTIMATE $ 762,895.50 92.4075% 100.0000%
1 730799069 -- T & G CONSTRUCTION, INC. $ 825,577.40 100.0000% 108.2163%
====================================================================================================================================
|( 0 ) -EST- |( 1 ) 730799069 |( )
|ENGINEER'S ESTIMATE |T & G CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADWAY
| | |
0001 409(A) 4242 50738.000 SY | 1.00000 50738.00| 1.10000 55811.80|
FABRIC REINFORCEMENT | | |
0002 409(B) 4268 12684.000 GAL | 2.60000 32978.40| 2.90000 36783.60|
BITUMINOUS BINDER | | |
0003 411(C) 5955 7316.000 TON | 72.50000 530410.00| 79.00000 577964.00|
SUPERPAVE, TYPE S4(PG 70-28 OK) | | |
0004 411(H) 6210 200.000 TON | 142.00000 28400.00| 160.00000 32000.00|
SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |
0005 412 5267 50738.000 SY | 1.20000 60885.60| 1.25000 63422.50|
COLD MILLING PAVEMENT | | |
0006 623(A) 0932 512.500 LF | 17.00000 8712.50| 17.00000 8712.50|
BEAM GUARDRAIL W-BEAM SINGLE | | |
0007 623(F) 8300 4.000 EA | 1300.00000 5200.00| 1300.00000 5200.00|
GUARDRAIL TRAIL END TURNDOWN (31") | | |
0008 623(G) 8590 2.000 EA | 2225.00000 4450.00| 2225.00000 4450.00|
GUARDRAIL END TREATMENT (31") | | |
0009 623(J) 8572 1.000 EA | 2225.00000 2225.00| 2225.00000 2225.00|
CURVED APPROACH GUARDRAIL | | |
0010 855(A) 8840 42240.000 LF | 0.40000 16896.00| 0.45000 19008.00|
TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | |
WIDE) | | |
0011 880(J) 8905 1.000 LSUM | 22000.00000 22000.00| 20000.00000 20000.00|
CONSTRUCTION TRAFFIC CONTROL | | |
SECTION TOTALS | $ 762,895.50| $ 825,577.40| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 762,895.50| $ 825,577.40| $
====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 255 -1 TABULATION OF BIDS
CALL ORDER : 255 CONTRACT ID : 130032 COUNTIES : GRADY LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 20 CALENDAR DAYS SCHOOL SIGNS URBAN PROJECT(S) : HSIP-226C(008)TR SH-17: FROM US-81 IN RUSH SPRINGS, EXTEND EAST.
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 20,338.45 128.0033% 100.0000% 1 731169880 -- TRAFFIC & LIGHTING SYSTEMS, LLC $ 15,889.00 100.0000% 78.1230% 2 731127224 -- TRAFFIC SIGNALS, INC. $ 16,405.05 103.2478% 80.6603% 3 730960939 -- MIDSTATE TRAFFIC CONTROL, INC. $ 17,857.50 112.3891% 87.8017%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731169880 |( 2 ) 731127224 |ENGINEER'S ESTIMATE |TRAFFIC & LIGHTING SYSTEMS, |TRAFFIC SIGNALS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC | | |0001 802(B) 8334 150.000 LF | 5.00000 750.00| 4.45000 667.50| 5.00000 750.00 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0002 803(A) 8067 2.000 EA | 220.00000 440.00| 260.00000 520.00| 260.00000 520.00 PULL BOX(SIZE III) | | |0003 810(A) 3118 2.000 EA | 2500.00000 5000.00| 200.00000 400.00| 1100.00000 2200.00 SERVICE POLE | | |0004 811 8044 200.000 LF | 1.20000 240.00| 0.85000 170.00| 1.00000 200.00 1/C NO.10 ELECTRICAL CONDUCTOR | | |0005 827 8623 2.000 EA | 1500.00000 3000.00| 1548.00000 3096.00| 1475.00000 2950.00 SOLID STATE FLASHER CONTROLLER(TYPE II) | | |0006 831 8301 4.000 EA | 230.00000 920.00| 222.00000 888.00| 210.00000 840.00 1WAY 1SEC. ADJ. SIG. HD. S-22 | | |0007 836 8425 2.000 EA | 1500.00000 3000.00| 2425.00000 4850.00| 1610.00000 3220.00 REGULATORY OR WARNING SIGN ASSEMBLY | | |0008 850(A) 8110 97.500 SF | 15.00000 1462.50| 21.00000 2047.50| 17.50000 1706.25 SHEET ALUMINUM SIGNS | | |0009 851(C) 8324 156.000 LF | 10.75000 1677.00| 12.50000 1950.00| 12.30000 1918.80 2" SQUARE TUBE POST | | |0010 880(J) 8905 1.000 LSUM | 2000.00000 2000.00| 800.00000 800.00| 900.00000 900.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 18,489.50| $ 15,389.00| $ 15,205.05------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 255 -2 TABULATION OF BIDS
CALL ORDER : 255 CONTRACT ID : 130032 COUNTIES : GRADY LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731169880 |( 2 ) 731127224 |ENGINEER'S ESTIMATE |TRAFFIC & LIGHTING SYSTEMS, |TRAFFIC SIGNALS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 CONSTRUCTION | | |0011 641 1552 1.000 LSUM | 1848.95000 1848.95| 500.00000 500.00| 1200.00000 1200.00 MOBILIZATION | | | SECTION TOTALS | $ 1,848.95| $ 500.00| $ 1,200.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 20,338.45| $ 15,889.00| $ 16,405.05====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 255 -3 TABULATION OF BIDS
CALL ORDER : 255 CONTRACT ID : 130032 COUNTIES : GRADY LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730960939 |( ) |( ) |MIDSTATE TRAFFIC CONTROL, IN | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC | | |0001 802(B) 8334 150.000 LF | 2.00000 300.00| | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0002 803(A) 8067 2.000 EA | 300.00000 600.00| | PULL BOX(SIZE III) | | |0003 810(A) 3118 2.000 EA | 1000.00000 2000.00| | SERVICE POLE | | |0004 811 8044 200.000 LF | 1.00000 200.00| | 1/C NO.10 ELECTRICAL CONDUCTOR | | |0005 827 8623 2.000 EA | 1850.00000 3700.00| | SOLID STATE FLASHER CONTROLLER(TYPE II) | | |0006 831 8301 4.000 EA | 220.00000 880.00| | 1WAY 1SEC. ADJ. SIG. HD. S-22 | | |0007 836 8425 2.000 EA | 1600.00000 3200.00| | REGULATORY OR WARNING SIGN ASSEMBLY | | |0008 850(A) 8110 97.500 SF | 25.00000 2437.50| | SHEET ALUMINUM SIGNS | | |0009 851(C) 8324 156.000 LF | 15.00000 2340.00| | 2" SQUARE TUBE POST | | |0010 880(J) 8905 1.000 LSUM | 500.00000 500.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 16,157.50| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 CONSTRUCTION | | |0011 641 1552 1.000 LSUM | 1700.00000 1700.00| | MOBILIZATION | | | SECTION TOTALS | $ 1,700.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,857.50| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -1 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 240 CALENDAR DAYS GRADE, DRAIN, SURFACE, AND BRIDGE RURAL PROJECT(S) : CIRB-127C(137)RB COUNTY ROAD (EW-20/EW-22): ON EW-20, FROM NS-296 EXT EAST. ON EW-22, FROM 0.50 MI EAST OF NS-303 EXT EAST. PROJECT LENGTH = 5.148 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 5,090,803.35 102.8741% 100.0000% 1 480793597 -- VENTURE CORP. DBA V. C. O. PAV. $ 4,948,578.14 100.0000% 97.2062% 2 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 5,176,677.59 104.6094% 101.6869% 3 730703325 -- EVANS & ASSOCIATES CONST. CO., INC. $ 5,470,615.00 110.5492% 107.4607%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480793597 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |VENTURE CORP. DBA V. C. O. P |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 40000.00000 40000.00| 40000.00000 40000.00| 20500.00000 20500.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 10789.000 CY | 6.00000 64734.00| 8.00000 86312.00| 5.20000 56102.80 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 9788.000 CY | 8.00000 78304.00| 8.00000 78304.00| 7.25000 70963.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 20000.00000 20000.00| 30000.00000 30000.00| 18500.00000 18500.00 TYPE A-SALVAGED TOPSOIL | | |0005 209 0120 400.000 LF | 10.00000 4000.00| 20.00000 8000.00| 8.80000 3520.00 MACHINE GRADING | | |0006 221(C) 2801 6224.000 LF | 2.00000 12448.00| 3.00000 18672.00| 1.25000 7780.00 TEMPORARY SILT FENCE | | |0007 221(F) 0100 2520.000 LF | 6.25000 15750.00| 9.00000 22680.00| 7.30000 18396.00 TEMPORARY SILT DIKE | | |0008 230(A) 2806 41430.000 SY | 1.50000 62145.00| 2.00000 82860.00| 1.30000 53859.00 SOLID SLAB SODDING | | |0009 233(A) 2817 8.560 AC | 400.00000 3424.00| 700.00000 5992.00| 587.00000 5024.72 VEGETATIVE MULCHING | | |0010 307(A) 4200 3098.000 TON | 65.00000 201370.00| 60.00000 185880.00| 72.20000 223675.60 FLY ASH | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -2 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480793597 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |VENTURE CORP. DBA V. C. O. P |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 307(E) 4240 71643.000 SY | 2.15000 154032.45| 1.70000 121793.10| 1.95000 139703.85 CEMENTITIOUS STABILIZED SUBGRADE | | |0012 402(E) 0225 7721.000 TON | 38.00000 293398.00| 30.00000 231630.00| 41.35000 319263.35 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0013 407(B) 0250 3556.000 GAL | 3.25000 11557.00| 2.40000 8534.40| 3.05000 10845.80 TACK COAT | | |0014 408 5774 25077.000 GAL | 4.00000 100308.00| 3.50000 87769.50| 5.65000 141685.05 PRIME COAT | | |0015 411(B) 5945 16241.000 TON | 80.00000 1299280.00| 76.00000 1234316.00| 73.95000 1201021.95 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0016 411(C) 5960 7929.000 TON | 85.00000 673965.00| 86.00000 681894.00| 86.95000 689426.55 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0017 501(A) 0313 32.000 CY | 13.00000 416.00| 20.00000 640.00| 25.90000 828.80 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0018 509(A) 0319 207.950 CY | 500.00000 103975.00| 425.21000 88422.42| 544.00000 113124.80 CLASS AA CONCRETE | | |0019 509(D) 0325 50.000 CY | 250.00000 12500.00| 350.00000 17500.00| 310.00000 15500.00 CLASS C CONCRETE | | |0020 511(A) 0332 32964.000 LB | 1.00000 32964.00| 0.45000 14833.80| 1.00000 32964.00 REINFORCING STEEL | | |0021 613(A) 0491 70.000 LF | 60.00000 4200.00| 62.00000 4340.00| 32.25000 2257.50 18" R.C.PIPE CLASS III | | |0022 613(A) 0492 210.000 LF | 70.00000 14700.00| 72.00000 15120.00| 42.35000 8893.50 24" R.C.PIPE CLASS III | | |0023 613(A) 0496 96.000 LF | 100.00000 9600.00| 115.00000 11040.00| 118.80000 11404.80 48" R.C.PIPE CLASS III | | |0024 613(B) 0689 255.000 LF | 20.00000 5100.00| 18.00000 4590.00| 21.00000 5355.00 18" CORR. GALV. STEEL PIPE | | |0025 613(B) 0690 870.000 LF | 30.00000 26100.00| 25.00000 21750.00| 24.25000 21097.50 24" CORR. GALV. STEEL PIPE | | |0026 613(B) 0691 206.000 LF | 40.00000 8240.00| 31.00000 6386.00| 30.50000 6283.00 30" CORR. GALV. STEEL PIPE | | |0027 613(B) 0692 58.000 LF | 48.00000 2784.00| 42.00000 2436.00| 36.00000 2088.00 36" CORR. GALV. STEEL PIPE | | |0028 613(L) 5726 2.000 EA | 250.00000 500.00| 300.00000 600.00| 810.00000 1620.00 18" PREFAB. CULVERT END SECTION, ROUND | | |0029 613(M) 7186 12.000 EA | 900.00000 10800.00| 1000.00000 12000.00| 932.00000 11184.00 TYPE A4 CULVERT END TREATMENT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -3 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480793597 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |VENTURE CORP. DBA V. C. O. P |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 613(M) 7187 38.000 EA | 1000.00000 38000.00| 1000.00000 38000.00| 1035.00000 39330.00 TYPE B4 CULVERT END TREATMENT | | |0031 613(M) 7188 8.000 EA | 1200.00000 9600.00| 1100.00000 8800.00| 1450.00000 11600.00 TYPE C4 CULVERT END TREATMENT | | |0032 613(M) 7189 2.000 EA | 1400.00000 2800.00| 1300.00000 2600.00| 1925.00000 3850.00 TYPE D4 CULVERT END TREATMENT | | |0033 613(M) 7195 2.000 EA | 3800.00000 7600.00| 4000.00000 8000.00| 4040.00000 8080.00 TYPE EE4 CULVERT END TREATMENT | | |0034 619(A) 0920 1.000 LSUM | 3000.00000 3000.00| 3900.00000 3900.00| 7800.00000 7800.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0035 619(B) 4728 144.000 SY | 5.00000 720.00| 10.00000 1440.00| 5.20000 748.80 REMOVAL OF ASPHALT PAVEMENT | | |0036 619(C) 0924 78.000 LF | 3.00000 234.00| 5.00000 390.00| 3.10000 241.80 SAWING PAVEMENT | | |0037 623(A) 0932 1350.000 LF | 15.50000 20925.00| 14.15000 19102.50| 14.60000 19710.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0038 623(F) 5686 20.000 EA | 1250.00000 25000.00| 1100.00000 22000.00| 1100.00000 22000.00 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0039 623(F) 8300 24.000 EA | 1150.00000 27600.00| 450.00000 10800.00| 892.00000 21408.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0040 804(B) 2916 32964.000 LB | 1.00000 32964.00| 0.45000 14833.80| 1.00000 32964.00 REINFORCING STEEL | | |0041 850(A) 8110 134.560 SF | 13.50000 1816.56| 30.00000 4036.80| 29.30000 3942.61 SHEET ALUMINUM SIGNS | | |0042 856(A) 8530 69373.000 LF | 0.48000 33299.04| 0.36000 24974.28| 0.35000 24280.55 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0043 880(J) 8905 1.000 LSUM | 25000.00000 25000.00| 25000.00000 25000.00| 10700.00000 10700.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 3,495,153.05| $ 3,308,172.60| $ 3,419,524.33------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0044 202(A) 1301 273.000 CY | 5.50000 1501.50| 7.42000 2025.66| 8.80000 2402.40 UNCLASSIFIED EXCAVATION | | |0045 501(A) 1306 81.000 CY | 7.00000 567.00| 5.00000 405.00| 10.40000 842.40 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0046 509(B) 1328 193.400 CY | 515.00000 99601.00| 314.26000 60777.88| 494.00000 95539.60 CLASS A CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -4 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480793597 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |VENTURE CORP. DBA V. C. O. P |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0047 511(A) 1332 29053.000 LB | 1.00000 29053.00| 0.90000 26147.70| 1.00000 29053.00 REINFORCING STEEL | | |0048 601(B) 1353 148.000 TON | 32.00000 4736.00| 41.00000 6068.00| 42.75000 6327.00 TYPE I-A PLAIN RIPRAP | | |0049 601(C) 1355 50.000 TON | 30.00000 1500.00| 36.00000 1800.00| 38.75000 1937.50 TYPE I-A FILTER BLANKET | | |0050 619(D) 1397 1.000 LSUM | 3500.00000 3500.00| 5000.00000 5000.00| 17300.00000 17300.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 140,458.50| $ 102,224.24| $ 153,401.90------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'B' | | |0051 501(B) 1307 180.000 CY | 20.00000 3600.00| 25.00000 4500.00| 9.35000 1683.00 SUBSTRUCTURE EXCAVATION COMMON | | |0052 501(G) 6309 76.000 CY | 130.00000 9880.00| 125.00000 9500.00| 158.00000 12008.00 CLSM BACKFILL | | |0053 503(A) 6294 224.000 LF | 195.00000 43680.00| 250.00000 56000.00| 275.50000 61712.00 PRESTRESSED CONCRETE BEAM (TYPE C) | | |0054 504(B) 1305 188.700 SY | 4.00000 754.80| 7.42000 1400.15| 9.30000 1754.91 SAW-CUT GROOVING | | |0055 504(D) 6239 211.200 LF | 75.00000 15840.00| 75.00000 15840.00| 80.80000 17064.96 CONCRETE RAIL (TR3) | | |0056 506(A) 1322 510.000 LB | 2.50000 1275.00| 1.80000 918.00| 3.65000 1861.50 STRUCTURAL STEEL | | |0057 507(A) 6172 3.000 EA | 750.00000 2250.00| 600.00000 1800.00| 828.00000 2484.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0058 507(B) 6176 3.000 EA | 750.00000 2250.00| 600.00000 1800.00| 828.00000 2484.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0059 509(A) 1326 59.700 CY | 515.00000 30745.50| 515.00000 30745.50| 569.50000 33999.15 CLASS AA CONCRETE | | |0060 509(B) 1328 72.060 CY | 515.00000 37110.90| 515.00000 37110.90| 600.00000 43236.00 CLASS A CONCRETE | | |0061 511(A) 1332 24796.000 LB | 1.00000 24796.00| 0.95000 23556.20| 1.00000 24796.00 REINFORCING STEEL | | |0062 514(A) 6010 162.000 LF | 35.00000 5670.00| 18.50000 2997.00| 32.00000 5184.00 PILES, FURNISHED (HP 10X42) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -5 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480793597 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |VENTURE CORP. DBA V. C. O. P |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0063 514(A) 6011 365.000 LF | 40.00000 14600.00| 23.35000 8522.75| 36.00000 13140.00 PILES, FURNISHED (HP 12X53) | | |0064 514(B) 6292 162.000 LF | 35.00000 5670.00| 25.00000 4050.00| 14.00000 2268.00 PILES, DRIVEN (HP 10X42) | | |0065 514(B) 6294 365.000 LF | 40.00000 14600.00| 25.00000 9125.00| 15.00000 5475.00 PILES, DRIVEN (HP 12X53) | | |0066 601(B) 1353 895.000 TON | 32.00000 28640.00| 40.00000 35800.00| 40.00000 35800.00 TYPE I-A PLAIN RIPRAP | | |0067 601(C) 1355 298.000 TON | 30.00000 8940.00| 45.00000 13410.00| 37.00000 11026.00 TYPE I-A FILTER BLANKET | | |0068 613(H) 6204 52.000 LF | 25.00000 1300.00| 20.00000 1040.00| 41.50000 2158.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0069 613(I) 6207 30.000 LF | 25.00000 750.00| 20.00000 600.00| 51.80000 1554.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0070 619(D) 1397 1.000 LSUM | 3500.00000 3500.00| 10000.00000 10000.00| 19400.00000 19400.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 255,852.20| $ 268,715.50| $ 299,088.52------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE 'C' | | |0071 501(B) 1307 180.000 CY | 20.00000 3600.00| 25.00000 4500.00| 9.30000 1674.00 SUBSTRUCTURE EXCAVATION COMMON | | |0072 501(G) 6309 76.000 CY | 130.00000 9880.00| 125.00000 9500.00| 158.00000 12008.00 CLSM BACKFILL | | |0073 503(A) 6294 224.000 LF | 195.00000 43680.00| 250.00000 56000.00| 275.50000 61712.00 PRESTRESSED CONCRETE BEAM (TYPE C) | | |0074 504(B) 1305 188.700 SY | 4.00000 754.80| 7.42000 1400.15| 9.30000 1754.91 SAW-CUT GROOVING | | |0075 504(D) 6239 211.200 LF | 75.00000 15840.00| 75.00000 15840.00| 80.80000 17064.96 CONCRETE RAIL (TR3) | | |0076 506(A) 1322 510.000 LB | 2.50000 1275.00| 1.80000 918.00| 3.65000 1861.50 STRUCTURAL STEEL | | |0077 507(A) 6172 3.000 EA | 750.00000 2250.00| 600.00000 1800.00| 828.50000 2485.50 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0078 507(B) 6176 3.000 EA | 750.00000 2250.00| 600.00000 1800.00| 828.50000 2485.50 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -6 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480793597 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |VENTURE CORP. DBA V. C. O. P |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0079 509(A) 1326 59.700 CY | 515.00000 30745.50| 515.00000 30745.50| 569.70000 34011.09 CLASS AA CONCRETE | | |0080 509(B) 1328 72.060 CY | 515.00000 37110.90| 515.00000 37110.90| 600.00000 43236.00 CLASS A CONCRETE | | |0081 511(A) 1332 24796.000 LB | 1.00000 24796.00| 0.95000 23556.20| 1.00000 24796.00 REINFORCING STEEL | | |0082 514(A) 6010 200.000 LF | 35.00000 7000.00| 18.50000 3700.00| 32.65000 6530.00 PILES, FURNISHED (HP 10X42) | | |0083 514(A) 6011 460.000 LF | 40.00000 18400.00| 23.35000 10741.00| 36.25000 16675.00 PILES, FURNISHED (HP 12X53) | | |0084 514(B) 6292 200.000 LF | 35.00000 7000.00| 25.00000 5000.00| 14.00000 2800.00 PILES, DRIVEN (HP 10X42) | | |0085 514(B) 6294 460.000 LF | 40.00000 18400.00| 25.00000 11500.00| 15.50000 7130.00 PILES, DRIVEN (HP 12X53) | | |0086 601(B) 1353 567.000 TON | 32.00000 18144.00| 40.00000 22680.00| 40.40000 22906.80 TYPE I-A PLAIN RIPRAP | | |0087 601(C) 1355 189.000 TON | 30.00000 5670.00| 45.00000 8505.00| 36.70000 6936.30 TYPE I-A FILTER BLANKET | | |0088 613(H) 6204 52.000 LF | 25.00000 1300.00| 20.00000 1040.00| 41.40000 2152.80 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0089 613(I) 6207 30.000 LF | 25.00000 750.00| 20.00000 600.00| 51.75000 1552.50 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0090 619(D) 1397 1.000 LSUM | 3500.00000 3500.00| 10000.00000 10000.00| 21300.00000 21300.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 252,346.20| $ 256,936.75| $ 291,072.86------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 BRIDGE 'D' | | |0091 202(A) 1301 641.000 CY | 8.00000 5128.00| 7.42000 4756.22| 8.80000 5640.80 UNCLASSIFIED EXCAVATION | | |0092 501(A) 1306 124.000 CY | 8.00000 992.00| 5.00000 620.00| 14.00000 1736.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0093 509(B) 1328 255.200 CY | 515.00000 131428.00| 299.91000 76537.03| 495.00000 126324.00 CLASS A CONCRETE | | |0094 511(A) 1332 43207.000 LB | 1.00000 43207.00| 0.90000 38886.30| 1.00000 43207.00 REINFORCING STEEL | | |0095 601(B) 1353 184.000 TON | 32.00000 5888.00| 41.00000 7544.00| 42.75000 7866.00 TYPE I-A PLAIN RIPRAP | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -7 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480793597 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |VENTURE CORP. DBA V. C. O. P |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0096 601(C) 1355 62.000 TON | 30.00000 1860.00| 36.00000 2232.00| 38.75000 2402.50 TYPE I-A FILTER BLANKET | | |0097 619(D) 1397 1.000 LSUM | 3500.00000 3500.00| 5000.00000 5000.00| 16200.00000 16200.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 192,003.00| $ 135,575.55| $ 203,376.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 BRIDGE 'E' | | |0098 501(B) 1307 180.000 CY | 20.00000 3600.00| 25.00000 4500.00| 9.30000 1674.00 SUBSTRUCTURE EXCAVATION COMMON | | |0099 501(G) 6309 76.000 CY | 130.00000 9880.00| 125.00000 9500.00| 157.95000 12004.20 CLSM BACKFILL | | |0100 503(A) 6294 224.000 LF | 195.00000 43680.00| 250.00000 56000.00| 275.50000 61712.00 PRESTRESSED CONCRETE BEAM (TYPE C) | | |0101 504(B) 1305 188.700 SY | 4.00000 754.80| 7.42000 1400.15| 9.30000 1754.91 SAW-CUT GROOVING | | |0102 504(D) 6239 211.200 LF | 75.00000 15840.00| 75.00000 15840.00| 80.80000 17064.96 CONCRETE RAIL (TR3) | | |0103 506(A) 1322 510.000 LB | 2.50000 1275.00| 1.80000 918.00| 3.65000 1861.50 STRUCTURAL STEEL | | |0104 507(A) 6172 3.000 EA | 750.00000 2250.00| 600.00000 1800.00| 825.00000 2475.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0105 507(B) 6176 3.000 EA | 750.00000 2250.00| 600.00000 1800.00| 825.00000 2475.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0106 509(A) 1326 59.700 CY | 515.00000 30745.50| 515.00000 30745.50| 570.00000 34029.00 CLASS AA CONCRETE | | |0107 509(B) 1328 72.060 CY | 515.00000 37110.90| 515.00000 37110.90| 600.00000 43236.00 CLASS A CONCRETE | | |0108 511(A) 1332 24796.000 LB | 1.00000 24796.00| 0.95000 23556.20| 1.00000 24796.00 REINFORCING STEEL | | |0109 514(A) 6010 164.000 LF | 35.00000 5740.00| 18.50000 3034.00| 32.65000 5354.60 PILES, FURNISHED (HP 10X42) | | |0110 514(A) 6011 370.000 LF | 40.00000 14800.00| 23.35000 8639.50| 36.00000 13320.00 PILES, FURNISHED (HP 12X53) | | |0111 514(B) 6292 164.000 LF | 35.00000 5740.00| 25.00000 4100.00| 14.00000 2296.00 PILES, DRIVEN (HP 10X42) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -8 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480793597 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |VENTURE CORP. DBA V. C. O. P |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0112 514(B) 6294 370.000 LF | 40.00000 14800.00| 25.00000 9250.00| 15.50000 5735.00 PILES, DRIVEN (HP 12X53) | | |0113 601(B) 1353 840.000 TON | 32.00000 26880.00| 40.00000 33600.00| 40.40000 33936.00 TYPE I-A PLAIN RIPRAP | | |0114 601(C) 1355 280.000 TON | 30.00000 8400.00| 45.00000 12600.00| 36.75000 10290.00 TYPE I-A FILTER BLANKET | | |0115 613(H) 6204 52.000 LF | 25.00000 1300.00| 20.00000 1040.00| 41.50000 2158.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0116 613(I) 6207 30.000 LF | 25.00000 750.00| 20.00000 600.00| 51.50000 1545.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0117 619(D) 1397 1.000 LSUM | 3500.00000 3500.00| 15000.00000 15000.00| 20400.00000 20400.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 254,092.20| $ 271,034.25| $ 298,117.17------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 BRIDGE 'F' | | |0118 501(B) 1307 180.000 CY | 20.00000 3600.00| 25.00000 4500.00| 9.30000 1674.00 SUBSTRUCTURE EXCAVATION COMMON | | |0119 501(G) 6309 76.000 CY | 130.00000 9880.00| 125.00000 9500.00| 158.00000 12008.00 CLSM BACKFILL | | |0120 503(A) 6294 224.000 LF | 195.00000 43680.00| 250.00000 56000.00| 275.50000 61712.00 PRESTRESSED CONCRETE BEAM (TYPE C) | | |0121 504(B) 1305 188.700 SY | 4.00000 754.80| 7.42000 1400.15| 9.35000 1764.35 SAW-CUT GROOVING | | |0122 504(D) 6239 211.200 LF | 75.00000 15840.00| 75.00000 15840.00| 80.80000 17064.96 CONCRETE RAIL (TR3) | | |0123 506(A) 1322 510.000 LB | 2.50000 1275.00| 1.80000 918.00| 3.65000 1861.50 STRUCTURAL STEEL | | |0124 507(A) 6172 3.000 EA | 750.00000 2250.00| 600.00000 1800.00| 825.00000 2475.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0125 507(B) 6176 3.000 EA | 750.00000 2250.00| 600.00000 1800.00| 825.00000 2475.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0126 509(A) 1326 59.700 CY | 515.00000 30745.50| 515.00000 30745.50| 570.00000 34029.00 CLASS AA CONCRETE | | |0127 509(B) 1328 72.060 CY | 515.00000 37110.90| 515.00000 37110.90| 600.00000 43236.00 CLASS A CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -9 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480793597 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |VENTURE CORP. DBA V. C. O. P |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0128 511(A) 1332 24796.000 LB | 1.00000 24796.00| 0.95000 23556.20| 1.00000 24796.00 REINFORCING STEEL | | |0129 514(A) 6010 148.000 LF | 35.00000 5180.00| 18.50000 2738.00| 32.65000 4832.20 PILES, FURNISHED (HP 10X42) | | |0130 514(A) 6011 330.000 LF | 40.00000 13200.00| 23.35000 7705.50| 36.25000 11962.50 PILES, FURNISHED (HP 12X53) | | |0131 514(B) 6292 148.000 LF | 35.00000 5180.00| 25.00000 3700.00| 14.00000 2072.00 PILES, DRIVEN (HP 10X42) | | |0132 514(B) 6294 330.000 LF | 40.00000 13200.00| 25.00000 8250.00| 15.50000 5115.00 PILES, DRIVEN (HP 12X53) | | |0133 601(B) 1353 843.000 TON | 32.00000 26976.00| 40.00000 33720.00| 40.40000 34057.20 TYPE I-A PLAIN RIPRAP | | |0134 601(C) 1355 281.000 TON | 30.00000 8430.00| 45.00000 12645.00| 36.50000 10256.50 TYPE I-A FILTER BLANKET | | |0135 613(H) 6204 52.000 LF | 25.00000 1300.00| 20.00000 1040.00| 41.40000 2152.80 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0136 613(I) 6207 30.000 LF | 25.00000 750.00| 20.00000 600.00| 51.75000 1552.50 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0137 619(D) 1397 1.000 LSUM | 3500.00000 3500.00| 15000.00000 15000.00| 18000.00000 18000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 249,898.20| $ 268,569.25| $ 293,096.51------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 STAKING | | |0138 642(B) 0096 1.000 LSUM | 45000.00000 45000.00| 47350.00000 47350.00| 49000.00000 49000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 45,000.00| $ 47,350.00| $ 49,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 CONSTRUCTION | | |0139 220 2800 1.000 LSUM | 6000.00000 6000.00| 28000.00000 28000.00| 15000.00000 15000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0140 641 1399 1.000 LSUM | 200000.00000 200000.00| 262000.00000 262000.00| 155000.00000 155000.00 MOBILIZATION | | | SECTION TOTALS | $ 206,000.00| $ 290,000.00| $ 170,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,090,803.35| $ 4,948,578.14| $ 5,176,677.59====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -10 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730703325 |( ) |( ) |EVANS & ASSOCIATES CONST. CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 38900.00000 38900.00| | CLEARING AND GRUBBING | | |0002 202(A) 0183 10789.000 CY | 7.00000 75523.00| | UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 9788.000 CY | 9.00000 88092.00| | UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 55000.00000 55000.00| | TYPE A-SALVAGED TOPSOIL | | |0005 209 0120 400.000 LF | 16.50000 6600.00| | MACHINE GRADING | | |0006 221(C) 2801 6224.000 LF | 3.00000 18672.00| | TEMPORARY SILT FENCE | | |0007 221(F) 0100 2520.000 LF | 10.00000 25200.00| | TEMPORARY SILT DIKE | | |0008 230(A) 2806 41430.000 SY | 2.10000 87003.00| | SOLID SLAB SODDING | | |0009 233(A) 2817 8.560 AC | 800.00000 6848.00| | VEGETATIVE MULCHING | | |0010 307(A) 4200 3098.000 TON | 56.25000 174262.50| | FLY ASH | | |0011 307(E) 4240 71643.000 SY | 2.74000 196301.82| | CEMENTITIOUS STABILIZED SUBGRADE | | |0012 402(E) 0225 7721.000 TON | 27.35000 211169.35| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0013 407(B) 0250 3556.000 GAL | 2.74000 9743.44| | TACK COAT | | |0014 408 5774 25077.000 GAL | 2.77000 69463.29| | PRIME COAT | | |0015 411(B) 5945 16241.000 TON | 76.00000 1234316.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0016 411(C) 5960 7929.000 TON | 82.71000 655807.59| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0017 501(A) 0313 32.000 CY | 27.00000 864.00| | STRUCTURAL EXCAVATION UNCLASSIFIED | | |0018 509(A) 0319 207.950 CY | 650.00000 135167.50| | CLASS AA CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -11 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730703325 |( ) |( ) |EVANS & ASSOCIATES CONST. CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 509(D) 0325 50.000 CY | 525.00000 26250.00| | CLASS C CONCRETE | | |0020 511(A) 0332 32964.000 LB | 1.10000 36260.40| | REINFORCING STEEL | | |0021 613(A) 0491 70.000 LF | 70.45000 4931.50| | 18" R.C.PIPE CLASS III | | |0022 613(A) 0492 210.000 LF | 92.29000 19380.90| | 24" R.C.PIPE CLASS III | | |0023 613(A) 0496 96.000 LF | 150.34000 14432.64| | 48" R.C.PIPE CLASS III | | |0024 613(B) 0689 255.000 LF | 43.47000 11084.85| | 18" CORR. GALV. STEEL PIPE | | |0025 613(B) 0690 870.000 LF | 48.29000 42012.30| | 24" CORR. GALV. STEEL PIPE | | |0026 613(B) 0691 206.000 LF | 62.02000 12776.12| | 30" CORR. GALV. STEEL PIPE | | |0027 613(B) 0692 58.000 LF | 78.92000 4577.36| | 36" CORR. GALV. STEEL PIPE | | |0028 613(L) 5726 2.000 EA | 554.00000 1108.00| | 18" PREFAB. CULVERT END SECTION, ROUND | | |0029 613(M) 7186 12.000 EA | 985.00000 11820.00| | TYPE A4 CULVERT END TREATMENT | | |0030 613(M) 7187 38.000 EA | 1210.00000 45980.00| | TYPE B4 CULVERT END TREATMENT | | |0031 613(M) 7188 8.000 EA | 1640.00000 13120.00| | TYPE C4 CULVERT END TREATMENT | | |0032 613(M) 7189 2.000 EA | 1900.00000 3800.00| | TYPE D4 CULVERT END TREATMENT | | |0033 613(M) 7195 2.000 EA | 3400.00000 6800.00| | TYPE EE4 CULVERT END TREATMENT | | |0034 619(A) 0920 1.000 LSUM | 20000.00000 20000.00| | REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0035 619(B) 4728 144.000 SY | 5.00000 720.00| | REMOVAL OF ASPHALT PAVEMENT | | |0036 619(C) 0924 78.000 LF | 6.00000 468.00| | SAWING PAVEMENT | | |0037 623(A) 0932 1350.000 LF | 16.55000 22342.50| | BEAM GUARDRAIL W-BEAM SINGLE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -12 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730703325 |( ) |( ) |EVANS & ASSOCIATES CONST. CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 623(F) 5686 20.000 EA | 1835.00000 36700.00| | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0039 623(F) 8300 24.000 EA | 625.00000 15000.00| | GUARDRAIL TRAIL END TURNDOWN (31") | | |0040 804(B) 2916 32964.000 LB | 1.10000 36260.40| | REINFORCING STEEL | | |0041 850(A) 8110 134.560 SF | 35.00000 4709.60| | SHEET ALUMINUM SIGNS | | |0042 856(A) 8530 69373.000 LF | 0.40000 27749.20| | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0043 880(J) 8905 1.000 LSUM | 12000.00000 12000.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 3,519,217.26| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0044 202(A) 1301 273.000 CY | 10.00000 2730.00| | UNCLASSIFIED EXCAVATION | | |0045 501(A) 1306 81.000 CY | 15.00000 1215.00| | STRUCTURAL EXCAVATION UNCLASSIFIED | | |0046 509(B) 1328 193.400 CY | 600.00000 116040.00| | CLASS A CONCRETE | | |0047 511(A) 1332 29053.000 LB | 1.10000 31958.30| | REINFORCING STEEL | | |0048 601(B) 1353 148.000 TON | 45.00000 6660.00| | TYPE I-A PLAIN RIPRAP | | |0049 601(C) 1355 50.000 TON | 45.00000 2250.00| | TYPE I-A FILTER BLANKET | | |0050 619(D) 1397 1.000 LSUM | 5000.00000 5000.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 165,853.30| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'B' | | |0051 501(B) 1307 180.000 CY | 26.00000 4680.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0052 501(G) 6309 76.000 CY | 160.00000 12160.00| | CLSM BACKFILL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -13 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730703325 |( ) |( ) |EVANS & ASSOCIATES CONST. CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0053 503(A) 6294 224.000 LF | 275.00000 61600.00| | PRESTRESSED CONCRETE BEAM (TYPE C) | | |0054 504(B) 1305 188.700 SY | 10.00000 1887.00| | SAW-CUT GROOVING | | |0055 504(D) 6239 211.200 LF | 80.00000 16896.00| | CONCRETE RAIL (TR3) | | |0056 506(A) 1322 510.000 LB | 3.75000 1912.50| | STRUCTURAL STEEL | | |0057 507(A) 6172 3.000 EA | 850.00000 2550.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0058 507(B) 6176 3.000 EA | 850.00000 2550.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0059 509(A) 1326 59.700 CY | 575.00000 34327.50| | CLASS AA CONCRETE | | |0060 509(B) 1328 72.060 CY | 600.00000 43236.00| | CLASS A CONCRETE | | |0061 511(A) 1332 24796.000 LB | 1.05000 26035.80| | REINFORCING STEEL | | |0062 514(A) 6010 162.000 LF | 32.00000 5184.00| | PILES, FURNISHED (HP 10X42) | | |0063 514(A) 6011 365.000 LF | 36.00000 13140.00| | PILES, FURNISHED (HP 12X53) | | |0064 514(B) 6292 162.000 LF | 26.00000 4212.00| | PILES, DRIVEN (HP 10X42) | | |0065 514(B) 6294 365.000 LF | 26.00000 9490.00| | PILES, DRIVEN (HP 12X53) | | |0066 601(B) 1353 895.000 TON | 45.00000 40275.00| | TYPE I-A PLAIN RIPRAP | | |0067 601(C) 1355 298.000 TON | 45.00000 13410.00| | TYPE I-A FILTER BLANKET | | |0068 613(H) 6204 52.000 LF | 55.00000 2860.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0069 613(I) 6207 30.000 LF | 55.00000 1650.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0070 619(D) 1397 1.000 LSUM | 7500.00000 7500.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 305,555.80| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -14 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730703325 |( ) |( ) |EVANS & ASSOCIATES CONST. CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE 'C' | | |0071 501(B) 1307 180.000 CY | 26.00000 4680.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0072 501(G) 6309 76.000 CY | 175.00000 13300.00| | CLSM BACKFILL | | |0073 503(A) 6294 224.000 LF | 275.00000 61600.00| | PRESTRESSED CONCRETE BEAM (TYPE C) | | |0074 504(B) 1305 188.700 SY | 10.00000 1887.00| | SAW-CUT GROOVING | | |0075 504(D) 6239 211.200 LF | 80.00000 16896.00| | CONCRETE RAIL (TR3) | | |0076 506(A) 1322 510.000 LB | 4.00000 2040.00| | STRUCTURAL STEEL | | |0077 507(A) 6172 3.000 EA | 850.00000 2550.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0078 507(B) 6176 3.000 EA | 850.00000 2550.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0079 509(A) 1326 59.700 CY | 600.00000 35820.00| | CLASS AA CONCRETE | | |0080 509(B) 1328 72.060 CY | 625.00000 45037.50| | CLASS A CONCRETE | | |0081 511(A) 1332 24796.000 LB | 1.05000 26035.80| | REINFORCING STEEL | | |0082 514(A) 6010 200.000 LF | 32.00000 6400.00| | PILES, FURNISHED (HP 10X42) | | |0083 514(A) 6011 460.000 LF | 36.00000 16560.00| | PILES, FURNISHED (HP 12X53) | | |0084 514(B) 6292 200.000 LF | 26.00000 5200.00| | PILES, DRIVEN (HP 10X42) | | |0085 514(B) 6294 460.000 LF | 26.00000 11960.00| | PILES, DRIVEN (HP 12X53) | | |0086 601(B) 1353 567.000 TON | 45.00000 25515.00| | TYPE I-A PLAIN RIPRAP | | |0087 601(C) 1355 189.000 TON | 45.00000 8505.00| | TYPE I-A FILTER BLANKET | | |0088 613(H) 6204 52.000 LF | 41.00000 2132.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -15 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730703325 |( ) |( ) |EVANS & ASSOCIATES CONST. CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0089 613(I) 6207 30.000 LF | 52.00000 1560.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0090 619(D) 1397 1.000 LSUM | 9000.00000 9000.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 299,228.30| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 BRIDGE 'D' | | |0091 202(A) 1301 641.000 CY | 10.00000 6410.00| | UNCLASSIFIED EXCAVATION | | |0092 501(A) 1306 124.000 CY | 15.00000 1860.00| | STRUCTURAL EXCAVATION UNCLASSIFIED | | |0093 509(B) 1328 255.200 CY | 600.00000 153120.00| | CLASS A CONCRETE | | |0094 511(A) 1332 43207.000 LB | 1.10000 47527.70| | REINFORCING STEEL | | |0095 601(B) 1353 184.000 TON | 45.00000 8280.00| | TYPE I-A PLAIN RIPRAP | | |0096 601(C) 1355 62.000 TON | 45.00000 2790.00| | TYPE I-A FILTER BLANKET | | |0097 619(D) 1397 1.000 LSUM | 4500.00000 4500.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 224,487.70| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 BRIDGE 'E' | | |0098 501(B) 1307 180.000 CY | 26.00000 4680.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0099 501(G) 6309 76.000 CY | 165.00000 12540.00| | CLSM BACKFILL | | |0100 503(A) 6294 224.000 LF | 275.00000 61600.00| | PRESTRESSED CONCRETE BEAM (TYPE C) | | |0101 504(B) 1305 188.700 SY | 10.00000 1887.00| | SAW-CUT GROOVING | | |0102 504(D) 6239 211.200 LF | 85.00000 17952.00| | CONCRETE RAIL (TR3) | | |0103 506(A) 1322 510.000 LB | 4.00000 2040.00| | STRUCTURAL STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -16 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730703325 |( ) |( ) |EVANS & ASSOCIATES CONST. CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0104 507(A) 6172 3.000 EA | 850.00000 2550.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0105 507(B) 6176 3.000 EA | 850.00000 2550.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0106 509(A) 1326 59.700 CY | 650.00000 38805.00| | CLASS AA CONCRETE | | |0107 509(B) 1328 72.060 CY | 600.00000 43236.00| | CLASS A CONCRETE | | |0108 511(A) 1332 24796.000 LB | 1.05000 26035.80| | REINFORCING STEEL | | |0109 514(A) 6010 164.000 LF | 35.00000 5740.00| | PILES, FURNISHED (HP 10X42) | | |0110 514(A) 6011 370.000 LF | 38.00000 14060.00| | PILES, FURNISHED (HP 12X53) | | |0111 514(B) 6292 164.000 LF | 26.00000 4264.00| | PILES, DRIVEN (HP 10X42) | | |0112 514(B) 6294 370.000 LF | 26.00000 9620.00| | PILES, DRIVEN (HP 12X53) | | |0113 601(B) 1353 840.000 TON | 45.00000 37800.00| | TYPE I-A PLAIN RIPRAP | | |0114 601(C) 1355 280.000 TON | 45.00000 12600.00| | TYPE I-A FILTER BLANKET | | |0115 613(H) 6204 52.000 LF | 42.00000 2184.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0116 613(I) 6207 30.000 LF | 42.00000 1260.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0117 619(D) 1397 1.000 LSUM | 9000.00000 9000.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 310,403.80| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 BRIDGE 'F' | | |0118 501(B) 1307 180.000 CY | 26.00000 4680.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0119 501(G) 6309 76.000 CY | 175.00000 13300.00| | CLSM BACKFILL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -17 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730703325 |( ) |( ) |EVANS & ASSOCIATES CONST. CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0120 503(A) 6294 224.000 LF | 275.00000 61600.00| | PRESTRESSED CONCRETE BEAM (TYPE C) | | |0121 504(B) 1305 188.700 SY | 10.00000 1887.00| | SAW-CUT GROOVING | | |0122 504(D) 6239 211.200 LF | 80.00000 16896.00| | CONCRETE RAIL (TR3) | | |0123 506(A) 1322 510.000 LB | 4.00000 2040.00| | STRUCTURAL STEEL | | |0124 507(A) 6172 3.000 EA | 850.00000 2550.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0125 507(B) 6176 3.000 EA | 850.00000 2550.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0126 509(A) 1326 59.700 CY | 600.00000 35820.00| | CLASS AA CONCRETE | | |0127 509(B) 1328 72.060 CY | 625.00000 45037.50| | CLASS A CONCRETE | | |0128 511(A) 1332 24796.000 LB | 1.05000 26035.80| | REINFORCING STEEL | | |0129 514(A) 6010 148.000 LF | 35.00000 5180.00| | PILES, FURNISHED (HP 10X42) | | |0130 514(A) 6011 330.000 LF | 40.00000 13200.00| | PILES, FURNISHED (HP 12X53) | | |0131 514(B) 6292 148.000 LF | 26.00000 3848.00| | PILES, DRIVEN (HP 10X42) | | |0132 514(B) 6294 330.000 LF | 26.00000 8580.00| | PILES, DRIVEN (HP 12X53) | | |0133 601(B) 1353 843.000 TON | 45.00000 37935.00| | TYPE I-A PLAIN RIPRAP | | |0134 601(C) 1355 281.000 TON | 45.00000 12645.00| | TYPE I-A FILTER BLANKET | | |0135 613(H) 6204 52.000 LF | 42.00000 2184.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0136 613(I) 6207 30.000 LF | 55.00000 1650.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0137 619(D) 1397 1.000 LSUM | 8000.00000 8000.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 305,618.30| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 260 -18 TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : 130033 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730703325 |( ) |( ) |EVANS & ASSOCIATES CONST. CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 STAKING | | |0138 642(B) 0096 1.000 LSUM | 54100.00000 54100.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 54,100.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 CONSTRUCTION | | |0139 220 2800 1.000 LSUM | 25000.00000 25000.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0140 641 1399 1.000 LSUM | 261150.54000 261150.54| | MOBILIZATION | | | SECTION TOTALS | $ 286,150.54| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,470,615.00| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 265 -1 TABULATION OF BIDS
CALL ORDER : 265 CONTRACT ID : 130034 COUNTIES : GRANT LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-127B(179)SR SH-11: FROM THE EAST SIDE OF JUNCTION OF US-81, EXTEND EAST. PROJECT LENGTH = 4.000 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 630,000.00 99.1034% 100.0000% 1 730703325 -- EVANS & ASSOCIATES CONST. CO., INC. $ 635,700.00 100.0000% 100.9048% 2 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 745,985.00 117.3486% 118.4103%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730703325 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |EVANS & ASSOCIATES CONST. CO |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 402(A) 0217 200.000 TON | 15.00000 3000.00| 34.75000 6950.00| 43.00000 8600.00 TRAFFIC BOUND SURFACE COURSE TYPE A | | |0002 411(C) 5960 7700.000 TON | 80.00000 616000.00| 79.85000 614845.00| 92.80000 714560.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0003 412 5267 1500.000 SY | 4.00000 6000.00| 6.47000 9705.00| 13.75000 20625.00 COLD MILLING PAVEMENT | | | SECTION TOTALS | $ 625,000.00| $ 631,500.00| $ 743,785.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0004 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 4200.00000 4200.00| 2200.00000 2200.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 5,000.00| $ 4,200.00| $ 2,200.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 630,000.00| $ 635,700.00| $ 745,985.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 270 -1 TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : 130035 COUNTIES : HUGHES LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000 CONTRACT DESCRIPTION : CONTRACT TIME : 60 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-132B(156)SR US-270: FROM THE SEMINOLE COUNTY LINE, EXTEND EAST. PROJECT LENGTH = 6.13 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,808,244.50 93.1142% 100.0000% 1 208746250 -- GLOVER & ASSOCIATES, INC. $ 1,941,964.40 100.0000% 107.3950% 2 730731258 -- HASKELL LEMON CONST. CO. $ 2,109,443.60 108.6242% 116.6570% 3 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 2,146,689.15 110.5421% 118.7168%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( 2 ) 730731258 |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 402(E) 0225 1570.000 TON | 21.00000 32970.00| 30.00000 47100.00| 34.00000 53380.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0002 407(B) 0250 8380.000 GAL | 2.40000 20112.00| 2.00000 16760.00| 2.50000 20950.00 TACK COAT | | |0003 411(D) 5970 21710.000 TON | 78.00000 1693380.00| 83.00000 1801930.00| 91.00000 1975610.00 SUPERPAVE, TYPE S5(PG 70-28 OK) | | |0004 412 5267 1600.000 SY | 5.00000 8000.00| 5.00000 8000.00| 8.00000 12800.00 COLD MILLING PAVEMENT | | | SECTION TOTALS | $ 1,754,462.00| $ 1,873,790.00| $ 2,062,740.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0005 855(A) 8825 121.000 LF | 3.50000 423.50| 11.00000 1331.00| 2.00000 242.00 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0006 855(A) 8840 118140.000 LF | 0.35000 41349.00| 0.36000 42530.40| 0.34000 40167.60 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0007 855(B) 8818 18.000 EA | 100.00000 1800.00| 74.00000 1332.00| 83.00000 1494.00 TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0008 855(B) 8821 9.000 EA | 190.00000 1710.00| 109.00000 981.00| 200.00000 1800.00 TRAFFIC STRIPE(PLASTIC)(WORDS) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 270 -2 TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : 130035 COUNTIES : HUGHES LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( 2 ) 730731258 |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 880(J) 8905 1.000 LSUM | 8500.00000 8500.00| 22000.00000 22000.00| 3000.00000 3000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 53,782.50| $ 68,174.40| $ 46,703.60------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,808,244.50| $ 1,941,964.40| $ 2,109,443.60====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 270 -3 TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : 130035 COUNTIES : HUGHES LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730626847 |( ) |( ) |THE CUMMINS CONSTRUCTION CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 402(E) 0225 1570.000 TON | 36.00000 56520.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0002 407(B) 0250 8380.000 GAL | 3.40000 28492.00| | TACK COAT | | |0003 411(D) 5970 21710.000 TON | 92.15000 2000576.50| | SUPERPAVE, TYPE S5(PG 70-28 OK) | | |0004 412 5267 1600.000 SY | 8.45000 13520.00| | COLD MILLING PAVEMENT | | | SECTION TOTALS | $ 2,099,108.50| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0005 855(A) 8825 121.000 LF | 1.85000 223.85| | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0006 855(A) 8840 118140.000 LF | 0.35000 41349.00| | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0007 855(B) 8818 18.000 EA | 77.10000 1387.80| | TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0008 855(B) 8821 9.000 EA | 180.00000 1620.00| | TRAFFIC STRIPE(PLASTIC)(WORDS) | | |0009 880(J) 8905 1.000 LSUM | 3000.00000 3000.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 47,580.65| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,146,689.15| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 280 -1 TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : 130036 COUNTIES : KAY LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 60 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-136N(206)SR US-60: FROM JUST WEST OF I-35, EXTEND EAST. PROJECT LENGTH = 5.34 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,378,900.00 93.5393% 100.0000% 1 730703325 -- EVANS & ASSOCIATES CONST. CO., INC. $ 1,474,140.00 100.0000% 106.9070% 2 581401469 -- APAC-CENTRAL, INC. $ 1,475,525.63 100.0940% 107.0074%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730703325 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |EVANS & ASSOCIATES CONST. CO |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5955 9700.000 TON | 85.00000 824500.00| 91.00000 882700.00| 92.76000 899772.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0002 411(C) 5960 6100.000 TON | 80.00000 488000.00| 79.00000 481900.00| 74.45000 454145.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0003 412 5267 27000.000 SY | 1.50000 40500.00| 2.31000 62370.00| 1.33000 35910.00 COLD MILLING PAVEMENT | | |0004 422 0200 20000.000 LB | 1.00000 20000.00| 1.35000 27000.00| 1.77000 35400.00 (SP)MASTIC CRACK SEALANT | | | SECTION TOTALS | $ 1,373,000.00| $ 1,453,970.00| $ 1,425,227.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0005 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 19000.00000 19000.00| 47996.43000 47996.43 CONSTRUCTION TRAFFIC CONTROL | | |0006 882(A) 8306 90.000 SD | 10.00000 900.00| 13.00000 1170.00| 25.58000 2302.20 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 5,900.00| $ 20,170.00| $ 50,298.63------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,378,900.00| $ 1,474,140.00| $ 1,475,525.63====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -1 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STP-137C(093)CI COUNTY ROAD (NS-294): OVER CAMPBELL CREEK, 2.5 MILES SOUTH OF SH-33. PROJECT LENGTH = 0.565 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 915,952.70 102.0614% 100.0000% 1 730776271 -- SEWELL BROS., INC. $ 897,452.33 100.0000% 97.9802% 2 731419591 -- BRIDGECO CONTRACTORS, INC. $ 927,608.61 103.3602% 101.2725% 3 480679774 -- KING CONSTRUCTION CO., INC. & SUBS. $ 936,967.46 104.4030% 102.2943% 4 481086662 -- BRIDGES, INC. DBA SCUDDER BRIDGE CO. $ 958,514.22 106.8039% 104.6467% 5 731427175 -- K & R BUILDERS, INC. $ 964,518.93 107.4730% 105.3023% 6 480596521 -- REECE CONSTRUCTION CO., INC. $ 976,570.15 108.8158% 106.6180% 7 450699862 -- B & B BRIDGE COMPANY, LLC $ 1,051,899.40 117.2095% 114.8421% 8 731194867 -- CIMARRON CONSTRUCTION COMPANY $ 1,085,838.20 120.9912% 118.5474% 9 481302179 -- MERIDIAN CONTRACTING, INC. $ 1,255,350.00 139.8793% 137.0540%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 10000.00000 10000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 50000.00000 50000.00| 40000.00000 40000.00| 55000.00000 55000.00 EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 5000.00000 5000.00| 8000.00000 8000.00| 11000.00000 11000.00 TYPE A-SALVAGED TOPSOIL | | |0004 210 0121 1600.000 LF | 2.00000 3200.00| 2.50000 4000.00| 2.50000 4000.00 OBLITERATING ABANDONED ROAD | | |0005 221(C) 2801 3000.000 LF | 3.50000 10500.00| 1.50000 4500.00| 2.00000 6000.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 1000.000 LF | 6.00000 6000.00| 10.00000 10000.00| 8.50000 8500.00 TEMPORARY SILT DIKE | | |0007 230(A) 2806 14066.000 SY | 3.50000 49231.00| 1.50000 21099.00| 1.93000 27147.38 SOLID SLAB SODDING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -2 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0008 233(A) 2817 4.480 AC | 2000.00000 8960.00| 700.00000 3136.00| 500.00000 2240.00 VEGETATIVE MULCHING | | |0009 402(E) 0225 40.000 TON | 36.00000 1440.00| 32.00000 1280.00| 48.00000 1920.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 408 5774 2764.000 GAL | 4.00000 11056.00| 4.40000 12161.60| 4.50000 12438.00 PRIME COAT | | |0011 411(B) 5945 1849.000 TON | 75.00000 138675.00| 73.00000 134977.00| 77.40000 143112.60 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0012 411(C) 5960 941.000 TON | 80.00000 75280.00| 82.00000 77162.00| 79.20000 74527.20 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0013 509(D) 0325 10.000 CY | 275.00000 2750.00| 300.00000 3000.00| 250.00000 2500.00 CLASS C CONCRETE | | |0014 613(A) 0494 72.000 LF | 50.00000 3600.00| 95.00000 6840.00| 87.00000 6264.00 36" R.C.PIPE CLASS III | | |0015 613(B) 0690 108.000 LF | 35.00000 3780.00| 26.00000 2808.00| 26.50000 2862.00 24" CORR. GALV. STEEL PIPE | | |0016 613(L) 5734 2.000 EA | 1000.00000 2000.00| 1235.00000 2470.00| 1415.00000 2830.00 36" PREFAB. CULVERT END SECTION, ROUND | | |0017 613(M) 7187 8.000 EA | 1250.00000 10000.00| 1200.00000 9600.00| 800.00000 6400.00 TYPE B4 CULVERT END TREATMENT | | |0018 619(B) 4728 2667.000 SY | 3.00000 8001.00| 3.00000 8001.00| 3.25000 8667.75 REMOVAL OF ASPHALT PAVEMENT | | |0019 619(C) 0924 72.000 LF | 5.00000 360.00| 5.00000 360.00| 6.00000 432.00 SAWING PAVEMENT | | |0020 850(A) 8110 22.180 SF | 15.00000 332.70| 16.00000 354.88| 18.00000 399.24 SHEET ALUMINUM SIGNS | | |0021 851(C) 8324 48.000 LF | 15.00000 720.00| 12.00000 576.00| 14.00000 672.00 2" SQUARE TUBE POST | | |0022 854(A) 8800 6960.000 LF | 0.25000 1740.00| 0.27000 1879.20| 0.32000 2227.20 TRAFFIC STRIPE(PAINT)(4" WIDE) | | | SECTION TOTALS | $ 397,625.70| $ 362,204.68| $ 394,139.37------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0023 501(B) 1307 180.000 CY | 15.00000 2700.00| 15.00000 2700.00| 10.00000 1800.00 SUBSTRUCTURE EXCAVATION COMMON | | |0024 501(F) 6352 66.000 CY | 15.00000 990.00| 60.00000 3960.00| 75.00000 4950.00 GRANULAR BACKFILL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -3 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0025 503(A) 1311 537.000 LF | 160.00000 85920.00| 160.00000 85920.00| 170.50000 91558.50 PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0026 504(B) 1305 444.500 SY | 4.00000 1778.00| 4.50000 2000.25| 12.00000 5334.00 SAW-CUT GROOVING | | |0027 504(C) 6250 58.340 LF | 200.00000 11668.00| 260.00000 15168.40| 239.00000 13943.26 SEALED EXPANSION JOINT | | |0028 504(D) 6239 416.000 LF | 70.00000 29120.00| 65.00000 27040.00| 65.00000 27040.00 CONCRETE RAIL (TR3) | | |0029 506(A) 1322 1060.000 LB | 3.50000 3710.00| 3.50000 3710.00| 2.32000 2459.20 STRUCTURAL STEEL | | |0030 507(A) 6172 9.000 EA | 800.00000 7200.00| 430.00000 3870.00| 505.00000 4545.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0031 507(B) 6176 9.000 EA | 800.00000 7200.00| 430.00000 3870.00| 505.00000 4545.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0032 509(A) 1326 138.700 CY | 500.00000 69350.00| 600.00000 83220.00| 430.00000 59641.00 CLASS AA CONCRETE | | |0033 509(B) 1328 106.800 CY | 500.00000 53400.00| 600.00000 64080.00| 430.00000 45924.00 CLASS A CONCRETE | | |0034 511(A) 1332 50020.000 LB | 0.95000 47519.00| 0.95000 47519.00| 0.98000 49019.60 REINFORCING STEEL | | |0035 514(A) 6010 98.000 LF | 30.00000 2940.00| 25.00000 2450.00| 23.15000 2268.70 PILES, FURNISHED (HP 10X42) | | |0036 514(A) 6011 221.000 LF | 38.00000 8398.00| 35.00000 7735.00| 42.38000 9365.98 PILES, FURNISHED (HP 12X53) | | |0037 514(B) 6292 98.000 LF | 10.00000 980.00| 15.00000 1470.00| 15.00000 1470.00 PILES, DRIVEN (HP 10X42) | | |0038 514(B) 6294 221.000 LF | 12.00000 2652.00| 15.00000 3315.00| 15.00000 3315.00 PILES, DRIVEN (HP 12X53) | | |0039 516(A) 6096 64.000 LF | 550.00000 35200.00| 800.00000 51200.00| 865.00000 55360.00 DRILLED SHAFTS 60" DIAMETER | | |0040 601(B) 1353 1278.000 TON | 35.00000 44730.00| 41.00000 52398.00| 42.00000 53676.00 TYPE I-A PLAIN RIPRAP | | |0041 601(C) 1355 301.000 TON | 32.00000 9632.00| 34.00000 10234.00| 40.00000 12040.00 TYPE I-A FILTER BLANKET | | |0042 613(H) 6204 52.000 LF | 20.00000 1040.00| 24.00000 1248.00| 47.00000 2444.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -4 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0043 613(I) 6207 60.000 LF | 20.00000 1200.00| 24.00000 1440.00| 7.00000 420.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0044 619(D) 1397 1.000 LSUM | 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0045 623(F) 6033 4.000 EA | 2250.00000 9000.00| 2200.00000 8800.00| 2200.00000 8800.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0046 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 2200.00000 2200.00| 2800.00000 2800.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 451,327.00| $ 495,547.65| $ 477,719.24------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0047 642(B) 0096 1.000 LSUM | 10000.00000 10000.00| 7700.00000 7700.00| 7950.00000 7950.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 10,000.00| $ 7,700.00| $ 7,950.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0048 220 2800 1.000 LSUM | 2000.00000 2000.00| 2000.00000 2000.00| 2800.00000 2800.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0049 641 1399 1.000 LSUM | 55000.00000 55000.00| 30000.00000 30000.00| 45000.00000 45000.00 MOBILIZATION | | | SECTION TOTALS | $ 57,000.00| $ 32,000.00| $ 47,800.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 915,952.70| $ 897,452.33| $ 927,608.61====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -5 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 480679774 |( 4 ) 481086662 |( 5 ) 731427175 |KING CONSTRUCTION CO., INC. |BRIDGES, INC. DBA SCUDDER BR |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 12375.00000 12375.00| 7500.00000 7500.00| 12850.00000 12850.00 CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 54596.00000 54596.00| 48250.00000 48250.00| 61000.00000 61000.00 EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 7600.00000 7600.00| 8000.00000 8000.00| 9250.00000 9250.00 TYPE A-SALVAGED TOPSOIL | | |0004 210 0121 1600.000 LF | 5.30000 8480.00| 10.00000 16000.00| 6.00000 9600.00 OBLITERATING ABANDONED ROAD | | |0005 221(C) 2801 3000.000 LF | 1.24000 3720.00| 1.70000 5100.00| 1.40000 4200.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 1000.000 LF | 7.67000 7670.00| 7.00000 7000.00| 6.00000 6000.00 TEMPORARY SILT DIKE | | |0007 230(A) 2806 14066.000 SY | 1.43000 20114.38| 1.50000 21099.00| 1.60000 22505.60 SOLID SLAB SODDING | | |0008 233(A) 2817 4.480 AC | 442.00000 1980.16| 500.00000 2240.00| 250.00000 1120.00 VEGETATIVE MULCHING | | |0009 402(E) 0225 40.000 TON | 40.00000 1600.00| 40.00000 1600.00| 50.00000 2000.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 408 5774 2764.000 GAL | 4.00000 11056.00| 4.00000 11056.00| 4.50000 12438.00 PRIME COAT | | |0011 411(B) 5945 1849.000 TON | 65.40000 120924.60| 65.40000 120924.60| 75.40000 139414.60 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0012 411(C) 5960 941.000 TON | 72.00000 67752.00| 72.00000 67752.00| 82.00000 77162.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0013 509(D) 0325 10.000 CY | 350.00000 3500.00| 450.00000 4500.00| 257.50000 2575.00 CLASS C CONCRETE | | |0014 613(A) 0494 72.000 LF | 75.00000 5400.00| 50.00000 3600.00| 158.00000 11376.00 36" R.C.PIPE CLASS III | | |0015 613(B) 0690 108.000 LF | 25.50000 2754.00| 35.00000 3780.00| 24.00000 2592.00 24" CORR. GALV. STEEL PIPE | | |0016 613(L) 5734 2.000 EA | 1125.00000 2250.00| 1000.00000 2000.00| 1300.00000 2600.00 36" PREFAB. CULVERT END SECTION, ROUND | | |0017 613(M) 7187 8.000 EA | 1250.00000 10000.00| 1250.00000 10000.00| 850.00000 6800.00 TYPE B4 CULVERT END TREATMENT | | |0018 619(B) 4728 2667.000 SY | 2.80000 7467.60| 2.80000 7467.60| 3.50000 9334.50 REMOVAL OF ASPHALT PAVEMENT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -6 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 480679774 |( 4 ) 481086662 |( 5 ) 731427175 |KING CONSTRUCTION CO., INC. |BRIDGES, INC. DBA SCUDDER BR |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 619(C) 0924 72.000 LF | 30.00000 2160.00| 4.00000 288.00| 10.00000 720.00 SAWING PAVEMENT | | |0020 850(A) 8110 22.180 SF | 14.00000 310.52| 29.00000 643.22| 30.00000 665.40 SHEET ALUMINUM SIGNS | | |0021 851(C) 8324 48.000 LF | 10.00000 480.00| 9.00000 432.00| 12.00000 576.00 2" SQUARE TUBE POST | | |0022 854(A) 8800 6960.000 LF | 0.22000 1531.20| 0.13000 904.80| 0.18000 1252.80 TRAFFIC STRIPE(PAINT)(4" WIDE) | | | SECTION TOTALS | $ 353,721.46| $ 350,137.22| $ 396,031.90------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0023 501(B) 1307 180.000 CY | 50.00000 9000.00| 20.00000 3600.00| 8.25000 1485.00 SUBSTRUCTURE EXCAVATION COMMON | | |0024 501(F) 6352 66.000 CY | 55.00000 3630.00| 80.00000 5280.00| 70.00000 4620.00 GRANULAR BACKFILL | | |0025 503(A) 1311 537.000 LF | 215.00000 115455.00| 235.00000 126195.00| 165.00000 88605.00 PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0026 504(B) 1305 444.500 SY | 6.00000 2667.00| 5.00000 2222.50| 4.75000 2111.38 SAW-CUT GROOVING | | |0027 504(C) 6250 58.340 LF | 200.00000 11668.00| 325.00000 18960.50| 280.00000 16335.20 SEALED EXPANSION JOINT | | |0028 504(D) 6239 416.000 LF | 55.00000 22880.00| 65.00000 27040.00| 71.50000 29744.00 CONCRETE RAIL (TR3) | | |0029 506(A) 1322 1060.000 LB | 5.00000 5300.00| 5.00000 5300.00| 3.00000 3180.00 STRUCTURAL STEEL | | |0030 507(A) 6172 9.000 EA | 350.00000 3150.00| 550.00000 4950.00| 750.00000 6750.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0031 507(B) 6176 9.000 EA | 350.00000 3150.00| 550.00000 4950.00| 750.00000 6750.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0032 509(A) 1326 138.700 CY | 600.00000 83220.00| 500.00000 69350.00| 520.00000 72124.00 CLASS AA CONCRETE | | |0033 509(B) 1328 106.800 CY | 600.00000 64080.00| 600.00000 64080.00| 555.00000 59274.00 CLASS A CONCRETE | | |0034 511(A) 1332 50020.000 LB | 1.00000 50020.00| 1.10000 55022.00| 0.89000 44517.80 REINFORCING STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -7 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 480679774 |( 4 ) 481086662 |( 5 ) 731427175 |KING CONSTRUCTION CO., INC. |BRIDGES, INC. DBA SCUDDER BR |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0035 514(A) 6010 98.000 LF | 26.00000 2548.00| 35.00000 3430.00| 38.50000 3773.00 PILES, FURNISHED (HP 10X42) | | |0036 514(A) 6011 221.000 LF | 31.00000 6851.00| 45.00000 9945.00| 42.00000 9282.00 PILES, FURNISHED (HP 12X53) | | |0037 514(B) 6292 98.000 LF | 8.00000 784.00| 25.00000 2450.00| 16.50000 1617.00 PILES, DRIVEN (HP 10X42) | | |0038 514(B) 6294 221.000 LF | 9.00000 1989.00| 25.00000 5525.00| 18.00000 3978.00 PILES, DRIVEN (HP 12X53) | | |0039 516(A) 6096 64.000 LF | 650.00000 41600.00| 635.00000 40640.00| 750.00000 48000.00 DRILLED SHAFTS 60" DIAMETER | | |0040 601(B) 1353 1278.000 TON | 42.00000 53676.00| 48.00000 61344.00| 46.84000 59861.52 TYPE I-A PLAIN RIPRAP | | |0041 601(C) 1355 301.000 TON | 33.00000 9933.00| 38.00000 11438.00| 40.13000 12079.13 TYPE I-A FILTER BLANKET | | |0042 613(H) 6204 52.000 LF | 15.00000 780.00| 15.00000 780.00| 30.00000 1560.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0043 613(I) 6207 60.000 LF | 15.00000 900.00| 15.00000 900.00| 30.00000 1800.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0044 619(D) 1397 1.000 LSUM | 8915.00000 8915.00| 10000.00000 10000.00| 9500.00000 9500.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0045 623(F) 6033 4.000 EA | 2350.00000 9400.00| 1970.00000 7880.00| 2170.00000 8680.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0046 880(J) 8905 1.000 LSUM | 2000.00000 2000.00| 2645.00000 2645.00| 3610.00000 3610.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 513,596.00| $ 543,927.00| $ 499,237.03------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0047 642(B) 0096 1.000 LSUM | 6950.00000 6950.00| 6950.00000 6950.00| 8250.00000 8250.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 6,950.00| $ 6,950.00| $ 8,250.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0048 220 2800 1.000 LSUM | 3000.00000 3000.00| 2500.00000 2500.00| 3000.00000 3000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0049 641 1399 1.000 LSUM | 59700.00000 59700.00| 55000.00000 55000.00| 58000.00000 58000.00 MOBILIZATION | | | SECTION TOTALS | $ 62,700.00| $ 57,500.00| $ 61,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 936,967.46| $ 958,514.22| $ 964,518.93====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -8 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 6 ) 480596521 |( 7 ) 450699862 |( 8 ) 731194867 |REECE CONSTRUCTION CO., INC. |B & B BRIDGE COMPANY, LLC |CIMARRON CONSTRUCTION COMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 7500.00000 7500.00| 7500.00000 7500.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 48250.00000 48250.00| 48250.00000 48250.00| 52000.00000 52000.00 EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 8000.00000 8000.00| 8000.00000 8000.00| 11000.00000 11000.00 TYPE A-SALVAGED TOPSOIL | | |0004 210 0121 1600.000 LF | 5.30000 8480.00| 10.00000 16000.00| 9.60000 15360.00 OBLITERATING ABANDONED ROAD | | |0005 221(C) 2801 3000.000 LF | 1.24000 3720.00| 2.49000 7470.00| 1.25000 3750.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 1000.000 LF | 7.67000 7670.00| 12.95000 12950.00| 7.70000 7700.00 TEMPORARY SILT DIKE | | |0007 230(A) 2806 14066.000 SY | 1.43000 20114.38| 1.95000 27428.70| 1.75000 24615.50 SOLID SLAB SODDING | | |0008 233(A) 2817 4.480 AC | 442.00000 1980.16| 390.00000 1747.20| 450.00000 2016.00 VEGETATIVE MULCHING | | |0009 402(E) 0225 40.000 TON | 40.00000 1600.00| 40.00000 1600.00| 40.00000 1600.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 408 5774 2764.000 GAL | 4.00000 11056.00| 6.95000 19209.80| 8.00000 22112.00 PRIME COAT | | |0011 411(B) 5945 1849.000 TON | 65.40000 120924.60| 69.00000 127581.00| 80.00000 147920.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0012 411(C) 5960 941.000 TON | 72.00000 67752.00| 86.00000 80926.00| 100.00000 94100.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0013 509(D) 0325 10.000 CY | 359.00000 3590.00| 350.00000 3500.00| 275.00000 2750.00 CLASS C CONCRETE | | |0014 613(A) 0494 72.000 LF | 50.00000 3600.00| 50.00000 3600.00| 135.00000 9720.00 36" R.C.PIPE CLASS III | | |0015 613(B) 0690 108.000 LF | 35.00000 3780.00| 35.00000 3780.00| 45.00000 4860.00 24" CORR. GALV. STEEL PIPE | | |0016 613(L) 5734 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 1800.00000 3600.00 36" PREFAB. CULVERT END SECTION, ROUND | | |0017 613(M) 7187 8.000 EA | 1250.00000 10000.00| 1250.00000 10000.00| 945.00000 7560.00 TYPE B4 CULVERT END TREATMENT | | |0018 619(B) 4728 2667.000 SY | 2.80000 7467.60| 1.95000 5200.65| 2.30000 6134.10 REMOVAL OF ASPHALT PAVEMENT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -9 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 6 ) 480596521 |( 7 ) 450699862 |( 8 ) 731194867 |REECE CONSTRUCTION CO., INC. |B & B BRIDGE COMPANY, LLC |CIMARRON CONSTRUCTION COMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 619(C) 0924 72.000 LF | 40.00000 2880.00| 10.00000 720.00| 3.70000 266.40 SAWING PAVEMENT | | |0020 850(A) 8110 22.180 SF | 14.00000 310.52| 29.00000 643.22| 15.00000 332.70 SHEET ALUMINUM SIGNS | | |0021 851(C) 8324 48.000 LF | 10.00000 480.00| 9.00000 432.00| 11.00000 528.00 2" SQUARE TUBE POST | | |0022 854(A) 8800 6960.000 LF | 0.22000 1531.20| 0.13000 904.80| 0.25000 1740.00 TRAFFIC STRIPE(PAINT)(4" WIDE) | | | SECTION TOTALS | $ 342,686.46| $ 389,443.37| $ 449,664.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0023 501(B) 1307 180.000 CY | 25.00000 4500.00| 26.50000 4770.00| 15.00000 2700.00 SUBSTRUCTURE EXCAVATION COMMON | | |0024 501(F) 6352 66.000 CY | 51.00000 3366.00| 95.00000 6270.00| 91.00000 6006.00 GRANULAR BACKFILL | | |0025 503(A) 1311 537.000 LF | 210.00000 112770.00| 225.00000 120825.00| 201.00000 107937.00 PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0026 504(B) 1305 444.500 SY | 4.05000 1800.23| 4.05000 1800.23| 7.00000 3111.50 SAW-CUT GROOVING | | |0027 504(C) 6250 58.340 LF | 304.00000 17735.36| 420.00000 24502.80| 250.00000 14585.00 SEALED EXPANSION JOINT | | |0028 504(D) 6239 416.000 LF | 77.00000 32032.00| 85.00000 35360.00| 78.00000 32448.00 CONCRETE RAIL (TR3) | | |0029 506(A) 1322 1060.000 LB | 4.00000 4240.00| 3.50000 3710.00| 2.65000 2809.00 STRUCTURAL STEEL | | |0030 507(A) 6172 9.000 EA | 859.00000 7731.00| 1100.00000 9900.00| 875.00000 7875.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0031 507(B) 6176 9.000 EA | 859.00000 7731.00| 1100.00000 9900.00| 875.00000 7875.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0032 509(A) 1326 138.700 CY | 711.00000 98615.70| 590.00000 81833.00| 580.00000 80446.00 CLASS AA CONCRETE | | |0033 509(B) 1328 106.800 CY | 703.00000 75080.40| 590.00000 63012.00| 585.00000 62478.00 CLASS A CONCRETE | | |0034 511(A) 1332 50020.000 LB | 0.80000 40016.00| 1.00000 50020.00| 1.00000 50020.00 REINFORCING STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -10 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 6 ) 480596521 |( 7 ) 450699862 |( 8 ) 731194867 |REECE CONSTRUCTION CO., INC. |B & B BRIDGE COMPANY, LLC |CIMARRON CONSTRUCTION COMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0035 514(A) 6010 98.000 LF | 48.00000 4704.00| 34.00000 3332.00| 62.00000 6076.00 PILES, FURNISHED (HP 10X42) | | |0036 514(A) 6011 221.000 LF | 59.00000 13039.00| 47.00000 10387.00| 78.00000 17238.00 PILES, FURNISHED (HP 12X53) | | |0037 514(B) 6292 98.000 LF | 12.00000 1176.00| 32.00000 3136.00| 18.00000 1764.00 PILES, DRIVEN (HP 10X42) | | |0038 514(B) 6294 221.000 LF | 12.00000 2652.00| 28.00000 6188.00| 22.00000 4862.00 PILES, DRIVEN (HP 12X53) | | |0039 516(A) 6096 64.000 LF | 757.00000 48448.00| 800.00000 51200.00| 1115.00000 71360.00 DRILLED SHAFTS 60" DIAMETER | | |0040 601(B) 1353 1278.000 TON | 45.00000 57510.00| 45.00000 57510.00| 50.00000 63900.00 TYPE I-A PLAIN RIPRAP | | |0041 601(C) 1355 301.000 TON | 35.00000 10535.00| 35.00000 10535.00| 43.00000 12943.00 TYPE I-A FILTER BLANKET | | |0042 613(H) 6204 52.000 LF | 6.00000 312.00| 35.00000 1820.00| 20.00000 1040.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0043 613(I) 6207 60.000 LF | 6.00000 360.00| 35.00000 2100.00| 20.00000 1200.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0044 619(D) 1397 1.000 LSUM | 10000.00000 10000.00| 10000.00000 10000.00| 25000.00000 25000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0045 623(F) 6033 4.000 EA | 1995.00000 7980.00| 1970.00000 7880.00| 2300.00000 9200.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0046 880(J) 8905 1.000 LSUM | 2000.00000 2000.00| 2465.00000 2465.00| 2300.00000 2300.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 564,333.69| $ 578,456.03| $ 595,173.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0047 642(B) 0096 1.000 LSUM | 6950.00000 6950.00| 10000.00000 10000.00| 9500.00000 9500.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 6,950.00| $ 10,000.00| $ 9,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0048 220 2800 1.000 LSUM | 3000.00000 3000.00| 4000.00000 4000.00| 8500.00000 8500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0049 641 1399 1.000 LSUM | 59600.00000 59600.00| 70000.00000 70000.00| 23000.00000 23000.00 MOBILIZATION | | | SECTION TOTALS | $ 62,600.00| $ 74,000.00| $ 31,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 976,570.15| $ 1,051,899.40| $ 1,085,838.20====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -11 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 9 ) 481302179 |( ) |( ) |MERIDIAN CONTRACTING, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 35718.10000 35718.10| | CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 60000.00000 60000.00| | EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 8000.00000 8000.00| | TYPE A-SALVAGED TOPSOIL | | |0004 210 0121 1600.000 LF | 10.00000 16000.00| | OBLITERATING ABANDONED ROAD | | |0005 221(C) 2801 3000.000 LF | 2.00000 6000.00| | TEMPORARY SILT FENCE | | |0006 221(F) 0100 1000.000 LF | 12.00000 12000.00| | TEMPORARY SILT DIKE | | |0007 230(A) 2806 14066.000 SY | 1.50000 21099.00| | SOLID SLAB SODDING | | |0008 233(A) 2817 4.480 AC | 800.00000 3584.00| | VEGETATIVE MULCHING | | |0009 402(E) 0225 40.000 TON | 60.00000 2400.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 408 5774 2764.000 GAL | 6.75000 18657.00| | PRIME COAT | | |0011 411(B) 5945 1849.000 TON | 85.00000 157165.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0012 411(C) 5960 941.000 TON | 98.00000 92218.00| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0013 509(D) 0325 10.000 CY | 500.00000 5000.00| | CLASS C CONCRETE | | |0014 613(A) 0494 72.000 LF | 180.00000 12960.00| | 36" R.C.PIPE CLASS III | | |0015 613(B) 0690 108.000 LF | 80.00000 8640.00| | 24" CORR. GALV. STEEL PIPE | | |0016 613(L) 5734 2.000 EA | 1500.00000 3000.00| | 36" PREFAB. CULVERT END SECTION, ROUND | | |0017 613(M) 7187 8.000 EA | 2200.00000 17600.00| | TYPE B4 CULVERT END TREATMENT | | |0018 619(B) 4728 2667.000 SY | 3.50000 9334.50| | REMOVAL OF ASPHALT PAVEMENT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -12 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 9 ) 481302179 |( ) |( ) |MERIDIAN CONTRACTING, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 619(C) 0924 72.000 LF | 8.00000 576.00| | SAWING PAVEMENT | | |0020 850(A) 8110 22.180 SF | 40.00000 887.20| | SHEET ALUMINUM SIGNS | | |0021 851(C) 8324 48.000 LF | 12.00000 576.00| | 2" SQUARE TUBE POST | | |0022 854(A) 8800 6960.000 LF | 0.20000 1392.00| | TRAFFIC STRIPE(PAINT)(4" WIDE) | | | SECTION TOTALS | $ 492,806.80| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0023 501(B) 1307 180.000 CY | 40.00000 7200.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0024 501(F) 6352 66.000 CY | 90.00000 5940.00| | GRANULAR BACKFILL | | |0025 503(A) 1311 537.000 LF | 200.00000 107400.00| | PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0026 504(B) 1305 444.500 SY | 5.00000 2222.50| | SAW-CUT GROOVING | | |0027 504(C) 6250 58.340 LF | 280.00000 16335.20| | SEALED EXPANSION JOINT | | |0028 504(D) 6239 416.000 LF | 120.00000 49920.00| | CONCRETE RAIL (TR3) | | |0029 506(A) 1322 1060.000 LB | 4.00000 4240.00| | STRUCTURAL STEEL | | |0030 507(A) 6172 9.000 EA | 1000.00000 9000.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0031 507(B) 6176 9.000 EA | 1000.00000 9000.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0032 509(A) 1326 138.700 CY | 925.00000 128297.50| | CLASS AA CONCRETE | | |0033 509(B) 1328 106.800 CY | 760.00000 81168.00| | CLASS A CONCRETE | | |0034 511(A) 1332 50020.000 LB | 1.00000 50020.00| | REINFORCING STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 290 -13 TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : 130037 COUNTIES : KINGFISHER LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 9 ) 481302179 |( ) |( ) |MERIDIAN CONTRACTING, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0035 514(A) 6010 98.000 LF | 30.00000 2940.00| | PILES, FURNISHED (HP 10X42) | | |0036 514(A) 6011 221.000 LF | 40.00000 8840.00| | PILES, FURNISHED (HP 12X53) | | |0037 514(B) 6292 98.000 LF | 105.00000 10290.00| | PILES, DRIVEN (HP 10X42) | | |0038 514(B) 6294 221.000 LF | 105.00000 23205.00| | PILES, DRIVEN (HP 12X53) | | |0039 516(A) 6096 64.000 LF | 780.00000 49920.00| | DRILLED SHAFTS 60" DIAMETER | | |0040 601(B) 1353 1278.000 TON | 45.00000 57510.00| | TYPE I-A PLAIN RIPRAP | | |0041 601(C) 1355 301.000 TON | 70.00000 21070.00| | TYPE I-A FILTER BLANKET | | |0042 613(H) 6204 52.000 LF | 30.00000 1560.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0043 613(I) 6207 60.000 LF | 30.00000 1800.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0044 619(D) 1397 1.000 LSUM | 15000.00000 15000.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0045 623(F) 6033 4.000 EA | 2500.00000 10000.00| | GUARDRAIL ANCHOR UNIT (TYPE II) | | |0046 880(J) 8905 1.000 LSUM | 3200.00000 3200.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 676,078.20| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0047 642(B) 0096 1.000 LSUM | 8500.00000 8500.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 8,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0048 220 2800 1.000 LSUM | 5000.00000 5000.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0049 641 1399 1.000 LSUM | 72965.00000 72965.00| | MOBILIZATION | | | SECTION TOTALS | $ 77,965.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,255,350.00| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 302 -1 TABULATION OF BIDS
CALL ORDER : 302 CONTRACT ID : 130040 COUNTIES : LINCOLN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000 CONTRACT DESCRIPTION : CONTRACT TIME : 60 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-141C(178)SR SH-18: FROM SH-66, EXTEND NORTH. SSR-141C(179)SR PROJECT LENGTH = 11.52 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,693,522.90 94.8758% 100.0000% 1 730592341 -- THE QUAPAW COMPANY $ 1,784,988.50 100.0000% 105.4009% 2 730731258 -- HASKELL LEMON CONST. CO. $ 1,863,611.65 104.4047% 110.0435% 3 730655143 -- ATLAS PAVING COMPANY $ 1,877,038.00 105.1569% 110.8363%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730592341 |( 2 ) 730731258 |ENGINEER'S ESTIMATE |THE QUAPAW COMPANY |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-141C(178)SR | | |0001 402(E) 0225 1368.000 TON | 21.00000 28728.00| 23.25000 31806.00| 33.00000 45144.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0002 407(B) 0250 8163.000 GAL | 2.40000 19591.20| 3.50000 28570.50| 2.50000 20407.50 TACK COAT | | |0003 411(D) 5970 9575.000 TON | 78.00000 746850.00| 82.70000 791852.50| 87.00000 833025.00 SUPERPAVE, TYPE S5(PG 70-28 OK) | | |0004 412 5267 5025.000 SY | 5.00000 25125.00| 3.75000 18843.75| 2.25000 11306.25 COLD MILLING PAVEMENT | | |0005 855(A) 8825 16.000 LF | 3.50000 56.00| 3.50000 56.00| 3.30000 52.80 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0006 855(A) 8840 102380.000 LF | 0.35000 35833.00| 0.34000 34809.20| 0.34000 34809.20 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0007 880(J) 8905 1.000 LSUM | 8500.00000 8500.00| 1500.00000 1500.00| 2000.00000 2000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 864,683.20| $ 907,437.95| $ 946,744.75------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 ROADWAY - SSR-141C(179)SR | | |0008 402(E) 0225 1409.000 TON | 21.00000 29589.00| 23.25000 32759.25| 33.00000 46497.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 302 -2 TABULATION OF BIDS
CALL ORDER : 302 CONTRACT ID : 130040 COUNTIES : LINCOLN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730592341 |( 2 ) 730731258 |ENGINEER'S ESTIMATE |THE QUAPAW COMPANY |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 407(B) 0250 7773.000 GAL | 2.40000 18655.20| 3.50000 27205.50| 2.50000 19432.50 TACK COAT | | |0010 411(D) 5970 9304.000 TON | 78.00000 725712.00| 82.70000 769440.80| 87.00000 809448.00 SUPERPAVE, TYPE S5(PG 70-28 OK) | | |0011 412 5267 2136.000 SY | 5.00000 10680.00| 5.60000 11961.60| 2.25000 4806.00 COLD MILLING PAVEMENT | | |0012 855(A) 8840 102010.000 LF | 0.35000 35703.50| 0.34000 34683.40| 0.34000 34683.40 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0013 880(J) 8905 1.000 LSUM | 8500.00000 8500.00| 1500.00000 1500.00| 2000.00000 2000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 828,839.70| $ 877,550.55| $ 916,866.90------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,693,522.90| $ 1,784,988.50| $ 1,863,611.65====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 302 -3 TABULATION OF BIDS
CALL ORDER : 302 CONTRACT ID : 130040 COUNTIES : LINCOLN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730655143 |( ) |( ) |ATLAS PAVING COMPANY | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-141C(178)SR | | |0001 402(E) 0225 1368.000 TON | 33.50000 45828.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0002 407(B) 0250 8163.000 GAL | 3.10000 25305.30| | TACK COAT | | |0003 411(D) 5970 9575.000 TON | 85.00000 813875.00| | SUPERPAVE, TYPE S5(PG 70-28 OK) | | |0004 412 5267 5025.000 SY | 3.00000 15075.00| | COLD MILLING PAVEMENT | | |0005 855(A) 8825 16.000 LF | 3.00000 48.00| | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0006 855(A) 8840 102380.000 LF | 0.31000 31737.80| | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0007 880(J) 8905 1.000 LSUM | 22500.00000 22500.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 954,369.10| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 ROADWAY - SSR-141C(179)SR | | |0008 402(E) 0225 1409.000 TON | 33.50000 47201.50| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0009 407(B) 0250 7773.000 GAL | 3.10000 24096.30| | TACK COAT | | |0010 411(D) 5970 9304.000 TON | 85.00000 790840.00| | SUPERPAVE, TYPE S5(PG 70-28 OK) | | |0011 412 5267 2136.000 SY | 3.00000 6408.00| | COLD MILLING PAVEMENT | | |0012 855(A) 8840 102010.000 LF | 0.31000 31623.10| | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0013 880(J) 8905 1.000 LSUM | 22500.00000 22500.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 922,668.90| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,877,038.00| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 310 -1 TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : 130041 COUNTIES : LOGAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 30 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-142C(208)SR SH-51: FROM US-77, EXTEND EAST. PROJECT LENGTH = 2.01 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 267,300.00 101.9684% 100.0000% 1 730655143 -- ATLAS PAVING COMPANY $ 262,140.00 100.0000% 98.0696% 2 730731258 -- HASKELL LEMON CONST. CO. $ 302,220.00 115.2895% 113.0640% 3 731084433 -- T.J. CAMPBELL CONSTRUCTION. CO. $ 306,100.00 116.7697% 114.5155%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730655143 |( 2 ) 730731258 |ENGINEER'S ESTIMATE |ATLAS PAVING COMPANY |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 402(A) 0217 100.000 TON | 15.00000 1500.00| 28.00000 2800.00| 83.00000 8300.00 TRAFFIC BOUND SURFACE COURSE TYPE A | | |0002 411(C) 5960 3300.000 TON | 75.00000 247500.00| 73.00000 240900.00| 81.00000 267300.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0003 412 5267 600.000 SY | 4.00000 2400.00| 10.00000 6000.00| 13.50000 8100.00 COLD MILLING PAVEMENT | | |0004 413(B) 4862 4.000 EAGP | 1000.00000 4000.00| 800.00000 3200.00| 880.00000 3520.00 RUMBLE STRIP-METHOD HMA-CYC GROUP | | | SECTION TOTALS | $ 255,400.00| $ 252,900.00| $ 287,220.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0005 880(J) 8905 1.000 LSUM | 2000.00000 2000.00| 1240.00000 1240.00| 5000.00000 5000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 2,000.00| $ 1,240.00| $ 5,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0006 641 1552 1.000 LSUM | 9900.00000 9900.00| 8000.00000 8000.00| 10000.00000 10000.00 MOBILIZATION | | | SECTION TOTALS | $ 9,900.00| $ 8,000.00| $ 10,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 267,300.00| $ 262,140.00| $ 302,220.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 310 -2 TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : 130041 COUNTIES : LOGAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731084433 |( ) |( ) |T.J. CAMPBELL CONSTRUCTION. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 402(A) 0217 100.000 TON | 60.00000 6000.00| | TRAFFIC BOUND SURFACE COURSE TYPE A | | |0002 411(C) 5960 3300.000 TON | 83.00000 273900.00| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0003 412 5267 600.000 SY | 9.00000 5400.00| | COLD MILLING PAVEMENT | | |0004 413(B) 4862 4.000 EAGP | 950.00000 3800.00| | RUMBLE STRIP-METHOD HMA-CYC GROUP | | | SECTION TOTALS | $ 289,100.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0005 880(J) 8905 1.000 LSUM | 7000.00000 7000.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 7,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0006 641 1552 1.000 LSUM | 10000.00000 10000.00| | MOBILIZATION | | | SECTION TOTALS | $ 10,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 306,100.00| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -1 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 250 CALENDAR DAYS GRADE, DRAIN, SURFACE, AND BRIDGE RURAL PROJECT(S) : BRFY-143C(060) SH-32: FROM 6.0 MILES EAST OF THE SH-77S JUNCTION, EXTEND EAST. PROJECT LENGTH = 1.051 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 5,675,220.01 81.1720% 100.0000% 1 731204879 -- SILVER STAR CONSTRUCTION CO., INC. $ 6,991,600.00 100.0000% 123.1952% 2 731561772 -- L & N BRIDGE, LLC $ 7,062,488.80 101.0139% 124.4443% 3 731452852 -- OVERLAND CORPORATION $ 7,352,760.30 105.1656% 129.5590% 4 420667649 -- JENSEN CONST. CO. $ 7,369,685.93 105.4077% 129.8573% 5 752637692 -- EARTH BUILDERS, L.P. $ 7,572,369.62 108.3067% 133.4287%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731561772 |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |L & N BRIDGE, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 20000.00000 20000.00| 84830.00000 84830.00| 39000.00000 39000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 95734.000 CY | 4.50000 430803.00| 5.80000 555257.20| 8.13000 778317.42 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 3363.000 CY | 6.50000 21859.50| 4.50000 15133.50| 8.13000 27341.19 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 25000.00000 25000.00| 100802.00000 100802.00| 28000.00000 28000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 3429.000 LF | 2.00000 6858.00| 1.40000 4800.60| 1.13000 3874.77 TEMPORARY SILT FENCE | | |0006 221(D) 2803 3.000 EA | 200.00000 600.00| 1.55000 4.65| 115.00000 345.00 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 266.000 LF | 9.00000 2394.00| 9.00000 2394.00| 7.51000 1997.66 TEMPORARY SILT DIKE | | |0008 229 4318 4604.000 LF | 1.50000 6906.00| 0.60000 2762.40| 1.58000 7274.32 DITCH LINER PROTECTION | | |0009 230(A) 2806 31828.000 SY | 1.50000 47742.00| 1.40000 44559.20| 1.27000 40421.56 SOLID SLAB SODDING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -2 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731561772 |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |L & N BRIDGE, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 232(B) 2814 13.000 AC | 300.00000 3900.00| 618.00000 8034.00| 511.00000 6643.00 SEEDING METHOD B | | |0011 233(A) 2817 13.000 AC | 350.00000 4550.00| 515.00000 6695.00| 422.00000 5486.00 VEGETATIVE MULCHING | | |0012 241 2832 44.000 AC | 80.00000 3520.00| 82.00000 3608.00| 88.00000 3872.00 MOWING | | |0013 303(B) 2110 6477.000 CY | 30.00000 194310.00| 50.00000 323850.00| 47.00000 304419.00 AGGREGATE BASE TYPE B | | |0014 307(A) 4200 1708.000 TON | 45.00000 76860.00| 48.00000 81984.00| 75.00000 128100.00 FLY ASH | | |0015 307(D) 4230 135.000 TON | 145.00000 19575.00| 145.00000 19575.00| 150.00000 20250.00 LIME | | |0016 307(E) 4240 34349.000 SY | 2.50000 85872.50| 3.30000 113351.70| 2.85000 97894.65 CEMENTITIOUS STABILIZED SUBGRADE | | |0017 307(G) 4260 6933.000 SY | 2.00000 13866.00| 2.50000 17332.50| 2.10000 14559.30 LIME PRETREATMENT | | |0018 325 5271 20939.000 SY | 1.50000 31408.50| 1.40000 29314.60| 1.00000 20939.00 SEPARATOR FABRIC | | |0019 402(E) 0225 4646.000 TON | 22.00000 102212.00| 20.00000 92920.00| 18.00000 83628.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0020 407(B) 0250 5937.000 GAL | 3.50000 20779.50| 4.00000 23748.00| 3.00000 17811.00 TACK COAT | | |0021 408 5774 11972.000 GAL | 4.00000 47888.00| 4.50000 53874.00| 6.00000 71832.00 PRIME COAT | | |0022 411(B) 5940 2150.000 TON | 75.00000 161250.00| 77.50000 166625.00| 71.50000 153725.00 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0023 411(B) 5945 10035.000 TON | 70.00000 702450.00| 67.60000 678366.00| 66.55000 667829.25 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0024 411(C) 5955 1433.000 TON | 80.00000 114640.00| 88.20000 126390.60| 89.50000 128253.50 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0025 411(C) 5960 2028.000 TON | 75.00000 152100.00| 80.90000 164065.20| 76.80000 155750.40 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0026 509(D) 0325 817.000 CY | 200.00000 163400.00| 206.00000 168302.00| 300.00000 245100.00 CLASS C CONCRETE | | |0027 601(A) 0297 13.000 TON | 32.00000 416.00| 51.00000 663.00| 50.00000 650.00 TYPE I PLAIN RIPRAP | | |0028 601(C) 0538 3.000 TON | 30.00000 90.00| 51.00000 153.00| 65.00000 195.00 TYPE I-A FILTER BLANKET | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -3 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731561772 |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |L & N BRIDGE, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0029 611(G) 6006 1.000 EA | 3000.00000 3000.00| 3605.00000 3605.00| 5000.00000 5000.00 INLET (SMD-TYPE 2B) | | |0030 613(A) 0494 75.000 LF | 85.00000 6375.00| 108.00000 8100.00| 160.00000 12000.00 36" R.C.PIPE CLASS III | | |0031 613(B) 0689 82.000 LF | 30.00000 2460.00| 25.00000 2050.00| 35.00000 2870.00 18" CORR. GALV. STEEL PIPE | | |0032 613(B) 0690 516.000 LF | 35.00000 18060.00| 31.00000 15996.00| 50.00000 25800.00 24" CORR. GALV. STEEL PIPE | | |0033 613(M) 7187 7.000 EA | 900.00000 6300.00| 1080.00000 7560.00| 1800.00000 12600.00 TYPE B4 CULVERT END TREATMENT | | |0034 613(M) 7197 7.000 EA | 1100.00000 7700.00| 1080.00000 7560.00| 3000.00000 21000.00 TYPE B6 CULVERT END TREATMENT | | |0035 619(A) 0920 1.000 LSUM | 15000.00000 15000.00| 3320.00000 3320.00| 18000.00000 18000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0036 619(B) 4728 19319.000 SY | 4.00000 77276.00| 5.00000 96595.00| 2.50000 48297.50 REMOVAL OF ASPHALT PAVEMENT | | |0037 619(B) 4780 1000.000 LF | 3.00000 3000.00| 2.60000 2600.00| 2.00000 2000.00 REMOVAL OF GUARDRAIL | | |0038 619(C) 0924 7213.000 LF | 3.50000 25245.50| 3.80000 27409.40| 3.00000 21639.00 SAWING PAVEMENT | | |0039 623(A) 0932 1075.000 LF | 22.00000 23650.00| 17.00000 18275.00| 15.30000 16447.50 BEAM GUARDRAIL W-BEAM SINGLE | | |0040 623(F) 8300 2.000 EA | 1600.00000 3200.00| 595.00000 1190.00| 500.00000 1000.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0041 623(G) 8590 4.000 EA | 2600.00000 10400.00| 2320.00000 9280.00| 1995.00000 7980.00 GUARDRAIL END TREATMENT (31") | | |0042 623(I) 8700 4.000 EA | 2000.00000 8000.00| 1665.00000 6660.00| 1350.00000 5400.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0043 624(C) 4459 1213.000 LF | 4.00000 4852.00| 6.20000 7520.60| 5.00000 6065.00 FENCE-STYLE SWF (5 BARBED WIRE) | | |0044 629(A) 4958 3.000 EA | 75.00000 225.00| 78.00000 234.00| 50.00000 150.00 MAILBOX INSTALLATION-SINGLE | | |0045 629(B) 4959 2.000 EA | 140.00000 280.00| 190.00000 380.00| 100.00000 200.00 MAILBOX INSTALLATION-MULTIPLE | | |0046 629(C) 4960 13.000 EA | 50.00000 650.00| 28.00000 364.00| 100.00000 1300.00 MAILBOX | | |0047 629(D) 4961 13.000 EA | 25.00000 325.00| 17.00000 221.00| 20.00000 260.00 REMOVAL OF MAILBOX INSTALLATION | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -4 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731561772 |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |L & N BRIDGE, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0048 853 9069 28.000 EA | 7.00000 196.00| 6.50000 182.00| 15.00000 420.00 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | | SECTION TOTALS | $ 2,677,444.50| $ 3,108,497.15| $ 3,261,938.02------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0049 501(B) 1307 180.000 CY | 15.00000 2700.00| 62.00000 11160.00| 40.00000 7200.00 SUBSTRUCTURE EXCAVATION COMMON | | |0050 501(G) 6309 206.000 CY | 120.00000 24720.00| 142.00000 29252.00| 180.00000 37080.00 CLSM BACKFILL | | |0051 503(A) 1313 2793.000 LF | 195.00000 544635.00| 283.00000 790419.00| 305.00000 851865.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0052 504(A) 1304 281.200 SY | 160.00000 44992.00| 175.00000 49210.00| 200.00000 56240.00 APPROACH SLAB | | |0053 504(B) 1305 3384.800 SY | 5.00000 16924.00| 4.00000 13539.20| 4.05000 13708.44 SAW-CUT GROOVING | | |0054 504(C) 6250 129.600 LF | 200.00000 25920.00| 247.00000 32011.20| 345.00000 44712.00 SEALED EXPANSION JOINT | | |0055 504(D) 6245 1523.400 LF | 70.00000 106638.00| 64.00000 97497.60| 90.00000 137106.00 CONCRETE RAIL (TR4) | | |0056 506(A) 1322 3150.000 LB | 2.50000 7875.00| 3.10000 9765.00| 2.75000 8662.50 STRUCTURAL STEEL | | |0057 507(A) 6170 32.000 EA | 3000.00000 96000.00| 2060.00000 65920.00| 2200.00000 70400.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0058 507(B) 6174 24.000 EA | 3000.00000 72000.00| 2060.00000 49440.00| 2200.00000 52800.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0059 509(A) 1326 811.600 CY | 450.00000 365220.00| 412.00000 334379.20| 600.00000 486960.00 CLASS AA CONCRETE | | |0060 509(B) 1328 408.900 CY | 450.00000 184005.00| 670.00000 273963.00| 575.00000 235117.50 CLASS A CONCRETE | | |0061 509(D) 1331 25.000 CY | 270.00000 6750.00| 567.00000 14175.00| 500.00000 12500.00 CLASS C CONCRETE | | |0062 511(A) 1332 3690.000 LB | 0.85000 3136.50| 1.10000 4059.00| 1.55000 5719.50 REINFORCING STEEL | | |0063 511(B) 6010 248470.000 LB | 0.93000 231077.10| 1.10000 273317.00| 1.60000 397552.00 EPOXY COATED REINFORCING STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -5 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731561772 |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |L & N BRIDGE, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0064 514(A) 6010 168.000 LF | 30.00000 5040.00| 39.00000 6552.00| 45.00000 7560.00 PILES, FURNISHED (HP 10X42) | | |0065 514(A) 6011 536.000 LF | 35.00000 18760.00| 49.00000 26264.00| 55.00000 29480.00 PILES, FURNISHED (HP 12X53) | | |0066 514(B) 6292 168.000 LF | 15.00000 2520.00| 16.50000 2772.00| 25.00000 4200.00 PILES, DRIVEN (HP 10X42) | | |0067 514(B) 6294 536.000 LF | 15.00000 8040.00| 15.50000 8308.00| 25.00000 13400.00 PILES, DRIVEN (HP 12X53) | | |0068 515(A) 6013 3057.000 SY | 5.00000 15285.00| 3.00000 9171.00| 3.50000 10699.50 WATER REPELLENT (VISUALLY INSPECTED) | | |0069 516(A) 6097 744.000 LF | 700.00000 520800.00| 1100.00000 818400.00| 800.00000 595200.00 DRILLED SHAFTS 66" DIAMETER | | |0070 523(A) 6550 122.400 LF | 5.00000 612.00| 3.00000 367.20| 3.00000 367.20 SEALER CRACK PREPARATION | | |0071 523(B) 6560 1.500 GAL | 200.00000 300.00| 103.00000 154.50| 100.00000 150.00 SEALER RESIN | | |0072 601(B) 1353 5430.000 TON | 30.00000 162900.00| 33.00000 179190.00| 35.00000 190050.00 TYPE I-A PLAIN RIPRAP | | |0073 601(C) 1355 1205.000 TON | 30.00000 36150.00| 26.00000 31330.00| 25.00000 30125.00 TYPE I-A FILTER BLANKET | | |0074 613(H) 6204 84.000 LF | 25.00000 2100.00| 18.00000 1512.00| 10.00000 840.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0075 613(I) 6207 60.000 LF | 25.00000 1500.00| 18.00000 1080.00| 10.00000 600.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0076 619(D) 1397 1.000 LSUM | 150000.00000 150000.00| 87550.00000 87550.00| 75000.00000 75000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 2,656,599.60| $ 3,220,757.90| $ 3,375,294.64------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0077 857(A) 8839 24800.000 LF | 0.12000 2976.00| 0.12000 2976.00| 0.12000 2976.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0078 857(E) 8887 500.000 EA | 0.66000 330.00| 0.52000 260.00| 1.00000 500.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0079 857(F) 8006 5000.000 LF | 0.12000 600.00| 0.28000 1400.00| 0.25000 1250.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -6 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731561772 |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |L & N BRIDGE, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0080 880(B) 8818 5000.000 SD | 0.27000 1350.00| 1.12000 5600.00| 0.10000 500.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0081 880(B) 8821 5500.000 SD | 0.50000 2750.00| 1.12000 6160.00| 1.00000 5500.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0082 880(B) 8824 5750.000 SD | 2.00000 11500.00| 1.12000 6440.00| 0.25000 1437.50 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0083 880(C) 8842 13500.000 SD | 0.35000 4725.00| 0.11000 1485.00| 0.20000 2700.00 CONSTRUCTION BARRICADES(TYPE III) | | |0084 880(C) 8848 1000.000 SD | 0.85000 850.00| 0.11000 110.00| 0.50000 500.00 WING BARRICADES | | |0085 880(D) 8854 27500.000 SD | 0.10000 2750.00| 0.02000 550.00| 0.08000 2200.00 VERTICAL PANELS | | |0086 880(E) 8860 31500.000 SD | 0.10000 3150.00| 0.02000 630.00| 0.25000 7875.00 WARNING LIGHTS(TYPE A) | | |0087 880(F) 8878 15000.000 SD | 0.20000 3000.00| 0.02000 300.00| 0.25000 3750.00 DRUMS | | |0088 880(G) 8890 15000.000 SD | 0.22000 3300.00| 0.02000 300.00| 0.25000 3750.00 CHANNELIZER CONES | | |0089 882(A) 8306 500.000 SD | 16.00000 8000.00| 8.96000 4480.00| 10.00000 5000.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 45,281.00| $ 30,691.00| $ 37,938.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 SIGNING AND STRIPING | | |0090 850(A) 8110 144.840 SF | 14.60000 2114.66| 23.50000 3403.74| 15.00000 2172.60 SHEET ALUMINUM SIGNS | | |0091 851(C) 8324 260.000 LF | 6.76000 1757.60| 10.00000 2600.00| 7.75000 2015.00 2" SQUARE TUBE POST | | |0092 853 9024 25.000 EA | 18.41000 460.25| 20.15000 503.75| 20.00000 500.00 DELINEATORS(TYPE 1, CODE 1) | | |0093 855(A) 8812 22368.000 LF | 0.55000 12302.40| 0.55000 12302.40| 0.53000 11855.04 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | | SECTION TOTALS | $ 16,634.91| $ 18,809.89| $ 16,542.64------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0094 642(B) 0096 1.000 LSUM | 40000.00000 40000.00| 32445.00000 32445.00| 50000.00000 50000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 40,000.00| $ 32,445.00| $ 50,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -7 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731204879 |( 2 ) 731561772 |ENGINEER'S ESTIMATE |SILVER STAR CONSTRUCTION CO. |L & N BRIDGE, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0095 220 2800 1.000 LSUM | 5000.00000 5000.00| 7730.00000 7730.00| 3000.00000 3000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0096 640(A) 1426 1.000 EA | 5000.00000 5000.00| 11925.00000 11925.00| 16000.00000 16000.00 FIELD OFFICE | | |0097 641 1552 1.000 LSUM | 225000.00000 225000.00| 555277.06000 555277.06| 300000.00000 300000.00 MOBILIZATION | | | SECTION TOTALS | $ 235,000.00| $ 574,932.06| $ 319,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 NON-PARTICIPATING BRIDGE 'A' (UTILITY CONDUIT) | | |0098 504 6176 71.000 EA | 60.00000 4260.00| 77.00000 5467.00| 25.00000 1775.00 INSERTS | | | SECTION TOTALS | $ 4,260.00| $ 5,467.00| $ 1,775.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,675,220.01| $ 6,991,600.00| $ 7,062,488.80====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -8 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 420667649 |( 5 ) 752637692 |OVERLAND CORPORATION |JENSEN CONST. CO. |EARTH BUILDERS, L.P.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 40000.00000 40000.00| 34700.00000 34700.00| 100000.00000 100000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 95734.000 CY | 6.60000 631844.40| 6.04000 578233.36| 7.00000 670138.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 3363.000 CY | 6.30000 21186.90| 5.68000 19101.84| 7.00000 23541.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 25000.00000 25000.00| 36500.00000 36500.00| 30000.00000 30000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 3429.000 LF | 1.40000 4800.60| 1.13000 3874.77| 1.30000 4457.70 TEMPORARY SILT FENCE | | |0006 221(D) 2803 3.000 EA | 160.00000 480.00| 115.00000 345.00| 135.00000 405.00 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 266.000 LF | 9.25000 2460.50| 7.51000 1997.66| 9.00000 2394.00 TEMPORARY SILT DIKE | | |0008 229 4318 4604.000 LF | 0.57000 2624.28| 1.58000 7274.32| 1.80000 8287.20 DITCH LINER PROTECTION | | |0009 230(A) 2806 31828.000 SY | 1.40000 44559.20| 1.27000 40421.56| 1.40000 44559.20 SOLID SLAB SODDING | | |0010 232(B) 2814 13.000 AC | 630.00000 8190.00| 511.00000 6643.00| 580.00000 7540.00 SEEDING METHOD B | | |0011 233(A) 2817 13.000 AC | 525.00000 6825.00| 422.00000 5486.00| 450.00000 5850.00 VEGETATIVE MULCHING | | |0012 241 2832 44.000 AC | 92.00000 4048.00| 88.00000 3872.00| 90.00000 3960.00 MOWING | | |0013 303(B) 2110 6477.000 CY | 65.00000 421005.00| 41.90000 271386.30| 52.00000 336804.00 AGGREGATE BASE TYPE B | | |0014 307(A) 4200 1708.000 TON | 72.00000 122976.00| 54.10000 92402.80| 85.00000 145180.00 FLY ASH | | |0015 307(D) 4230 135.000 TON | 150.00000 20250.00| 160.00000 21600.00| 170.00000 22950.00 LIME | | |0016 307(E) 4240 34349.000 SY | 3.50000 120221.50| 2.37000 81407.13| 3.50000 120221.50 CEMENTITIOUS STABILIZED SUBGRADE | | |0017 307(G) 4260 6933.000 SY | 2.10000 14559.30| 1.84000 12756.72| 2.80000 19412.40 LIME PRETREATMENT | | |0018 325 5271 20939.000 SY | 1.20000 25126.80| 1.57000 32874.23| 1.50000 31408.50 SEPARATOR FABRIC | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -9 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 420667649 |( 5 ) 752637692 |OVERLAND CORPORATION |JENSEN CONST. CO. |EARTH BUILDERS, L.P.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 402(E) 0225 4646.000 TON | 24.00000 111504.00| 20.90000 97101.40| 25.00000 116150.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0020 407(B) 0250 5937.000 GAL | 3.00000 17811.00| 3.00000 17811.00| 5.00000 29685.00 TACK COAT | | |0021 408 5774 11972.000 GAL | 5.00000 59860.00| 6.00000 71832.00| 8.00000 95776.00 PRIME COAT | | |0022 411(B) 5940 2150.000 TON | 92.00000 197800.00| 71.50000 153725.00| 77.00000 165550.00 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0023 411(B) 5945 10035.000 TON | 86.00000 863010.00| 66.55000 667829.25| 70.00000 702450.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0024 411(C) 5955 1433.000 TON | 102.00000 146166.00| 89.50000 128253.50| 94.00000 134702.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0025 411(C) 5960 2028.000 TON | 97.00000 196716.00| 76.80000 155750.40| 81.00000 164268.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0026 509(D) 0325 817.000 CY | 360.00000 294120.00| 300.00000 245100.00| 250.00000 204250.00 CLASS C CONCRETE | | |0027 601(A) 0297 13.000 TON | 64.00000 832.00| 50.00000 650.00| 34.00000 442.00 TYPE I PLAIN RIPRAP | | |0028 601(C) 0538 3.000 TON | 70.00000 210.00| 50.00000 150.00| 26.00000 78.00 TYPE I-A FILTER BLANKET | | |0029 611(G) 6006 1.000 EA | 4500.00000 4500.00| 3250.00000 3250.00| 4000.00000 4000.00 INLET (SMD-TYPE 2B) | | |0030 613(A) 0494 75.000 LF | 160.00000 12000.00| 75.33000 5649.75| 125.00000 9375.00 36" R.C.PIPE CLASS III | | |0031 613(B) 0689 82.000 LF | 36.00000 2952.00| 20.10000 1648.20| 45.00000 3690.00 18" CORR. GALV. STEEL PIPE | | |0032 613(B) 0690 516.000 LF | 40.00000 20640.00| 24.20000 12487.20| 50.00000 25800.00 24" CORR. GALV. STEEL PIPE | | |0033 613(M) 7187 7.000 EA | 1640.00000 11480.00| 1500.00000 10500.00| 1200.00000 8400.00 TYPE B4 CULVERT END TREATMENT | | |0034 613(M) 7197 7.000 EA | 1640.00000 11480.00| 1700.00000 11900.00| 1500.00000 10500.00 TYPE B6 CULVERT END TREATMENT | | |0035 619(A) 0920 1.000 LSUM | 25000.00000 25000.00| 6500.00000 6500.00| 65000.00000 65000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0036 619(B) 4728 19319.000 SY | 3.00000 57957.00| 2.80000 54093.20| 5.00000 96595.00 REMOVAL OF ASPHALT PAVEMENT | | |0037 619(B) 4780 1000.000 LF | 3.20000 3200.00| 2.50000 2500.00| 3.00000 3000.00 REMOVAL OF GUARDRAIL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -10 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 420667649 |( 5 ) 752637692 |OVERLAND CORPORATION |JENSEN CONST. CO. |EARTH BUILDERS, L.P.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 619(C) 0924 7213.000 LF | 3.20000 23081.60| 3.00000 21639.00| 5.00000 36065.00 SAWING PAVEMENT | | |0039 623(A) 0932 1075.000 LF | 17.00000 18275.00| 16.50000 17737.50| 18.00000 19350.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0040 623(F) 8300 2.000 EA | 800.00000 1600.00| 575.00000 1150.00| 650.00000 1300.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0041 623(G) 8590 4.000 EA | 1950.00000 7800.00| 2250.00000 9000.00| 2500.00000 10000.00 GUARDRAIL END TREATMENT (31") | | |0042 623(I) 8700 4.000 EA | 2400.00000 9600.00| 1615.00000 6460.00| 1800.00000 7200.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0043 624(C) 4459 1213.000 LF | 4.50000 5458.50| 5.00000 6065.00| 5.00000 6065.00 FENCE-STYLE SWF (5 BARBED WIRE) | | |0044 629(A) 4958 3.000 EA | 72.00000 216.00| 50.00000 150.00| 60.00000 180.00 MAILBOX INSTALLATION-SINGLE | | |0045 629(B) 4959 2.000 EA | 175.00000 350.00| 100.00000 200.00| 110.00000 220.00 MAILBOX INSTALLATION-MULTIPLE | | |0046 629(C) 4960 13.000 EA | 26.00000 338.00| 100.00000 1300.00| 110.00000 1430.00 MAILBOX | | |0047 629(D) 4961 13.000 EA | 16.00000 208.00| 40.00000 520.00| 30.00000 390.00 REMOVAL OF MAILBOX INSTALLATION | | |0048 853 9069 28.000 EA | 6.00000 168.00| 10.00000 280.00| 12.00000 336.00 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | | SECTION TOTALS | $ 3,620,490.58| $ 2,962,109.09| $ 3,499,355.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0049 501(B) 1307 180.000 CY | 32.00000 5760.00| 15.00000 2700.00| 25.00000 4500.00 SUBSTRUCTURE EXCAVATION COMMON | | |0050 501(G) 6309 206.000 CY | 170.00000 35020.00| 125.00000 25750.00| 120.00000 24720.00 CLSM BACKFILL | | |0051 503(A) 1313 2793.000 LF | 300.00000 837900.00| 250.00000 698250.00| 220.00000 614460.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0052 504(A) 1304 281.200 SY | 185.00000 52022.00| 150.00000 42180.00| 145.00000 40774.00 APPROACH SLAB | | |0053 504(B) 1305 3384.800 SY | 4.25000 14385.40| 5.00000 16924.00| 4.00000 13539.20 SAW-CUT GROOVING | | |0054 504(C) 6250 129.600 LF | 310.00000 40176.00| 200.00000 25920.00| 190.00000 24624.00 SEALED EXPANSION JOINT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -11 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 420667649 |( 5 ) 752637692 |OVERLAND CORPORATION |JENSEN CONST. CO. |EARTH BUILDERS, L.P.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0055 504(D) 6245 1523.400 LF | 85.00000 129489.00| 75.00000 114255.00| 65.00000 99021.00 CONCRETE RAIL (TR4) | | |0056 506(A) 1322 3150.000 LB | 2.70000 8505.00| 2.00000 6300.00| 1.30000 4095.00 STRUCTURAL STEEL | | |0057 507(A) 6170 32.000 EA | 2400.00000 76800.00| 3000.00000 96000.00| 2500.00000 80000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0058 507(B) 6174 24.000 EA | 2400.00000 57600.00| 3000.00000 72000.00| 2500.00000 60000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0059 509(A) 1326 811.600 CY | 580.00000 470728.00| 700.00000 568120.00| 550.00000 446380.00 CLASS AA CONCRETE | | |0060 509(B) 1328 408.900 CY | 535.00000 218761.50| 700.00000 286230.00| 500.00000 204450.00 CLASS A CONCRETE | | |0061 509(D) 1331 25.000 CY | 500.00000 12500.00| 350.00000 8750.00| 350.00000 8750.00 CLASS C CONCRETE | | |0062 511(A) 1332 3690.000 LB | 1.35000 4981.50| 1.00000 3690.00| 1.00000 3690.00 REINFORCING STEEL | | |0063 511(B) 6010 248470.000 LB | 1.25000 310587.50| 1.00000 248470.00| 1.10000 273317.00 EPOXY COATED REINFORCING STEEL | | |0064 514(A) 6010 168.000 LF | 42.00000 7056.00| 26.00000 4368.00| 25.00000 4200.00 PILES, FURNISHED (HP 10X42) | | |0065 514(A) 6011 536.000 LF | 52.00000 27872.00| 32.00000 17152.00| 30.00000 16080.00 PILES, FURNISHED (HP 12X53) | | |0066 514(B) 6292 168.000 LF | 27.00000 4536.00| 12.00000 2016.00| 25.00000 4200.00 PILES, DRIVEN (HP 10X42) | | |0067 514(B) 6294 536.000 LF | 27.00000 14472.00| 14.00000 7504.00| 30.00000 16080.00 PILES, DRIVEN (HP 12X53) | | |0068 515(A) 6013 3057.000 SY | 3.70000 11310.90| 3.50000 10699.50| 4.00000 12228.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0069 516(A) 6097 744.000 LF | 800.00000 595200.00| 1700.00000 1264800.00| 1600.00000 1190400.00 DRILLED SHAFTS 66" DIAMETER | | |0070 523(A) 6550 122.400 LF | 3.20000 391.68| 3.00000 367.20| 4.00000 489.60 SEALER CRACK PREPARATION | | |0071 523(B) 6560 1.500 GAL | 105.00000 157.50| 100.00000 150.00| 150.00000 225.00 SEALER RESIN | | |0072 601(B) 1353 5430.000 TON | 37.00000 200910.00| 35.00000 190050.00| 34.00000 184620.00 TYPE I-A PLAIN RIPRAP | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -12 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 420667649 |( 5 ) 752637692 |OVERLAND CORPORATION |JENSEN CONST. CO. |EARTH BUILDERS, L.P.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0073 601(C) 1355 1205.000 TON | 37.00000 44585.00| 30.00000 36150.00| 26.00000 31330.00 TYPE I-A FILTER BLANKET | | |0074 613(H) 6204 84.000 LF | 10.50000 882.00| 20.00000 1680.00| 20.00000 1680.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0075 613(I) 6207 60.000 LF | 10.50000 630.00| 20.00000 1200.00| 20.00000 1200.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0076 619(D) 1397 1.000 LSUM | 100000.00000 100000.00| 175000.00000 175000.00| 225000.00000 225000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 3,283,218.98| $ 3,926,675.70| $ 3,590,052.80------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0077 857(A) 8839 24800.000 LF | 0.11000 2728.00| 0.12000 2976.00| 0.15000 3720.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0078 857(E) 8887 500.000 EA | 0.47000 235.00| 1.00000 500.00| 1.10000 550.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0079 857(F) 8006 5000.000 LF | 0.25000 1250.00| 0.25000 1250.00| 0.30000 1500.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0080 880(B) 8818 5000.000 SD | 1.05000 5250.00| 0.10000 500.00| 0.15000 750.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0081 880(B) 8821 5500.000 SD | 1.05000 5775.00| 1.00000 5500.00| 1.10000 6050.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0082 880(B) 8824 5750.000 SD | 1.05000 6037.50| 0.25000 1437.50| 0.30000 1725.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0083 880(C) 8842 13500.000 SD | 0.10000 1350.00| 0.20000 2700.00| 0.25000 3375.00 CONSTRUCTION BARRICADES(TYPE III) | | |0084 880(C) 8848 1000.000 SD | 0.10000 100.00| 0.50000 500.00| 0.60000 600.00 WING BARRICADES | | |0085 880(D) 8854 27500.000 SD | 0.02000 550.00| 0.08000 2200.00| 0.10000 2750.00 VERTICAL PANELS | | |0086 880(E) 8860 31500.000 SD | 0.02000 630.00| 0.25000 7875.00| 0.30000 9450.00 WARNING LIGHTS(TYPE A) | | |0087 880(F) 8878 15000.000 SD | 0.02000 300.00| 0.25000 3750.00| 0.30000 4500.00 DRUMS | | |0088 880(G) 8890 15000.000 SD | 0.02000 300.00| 0.25000 3750.00| 0.30000 4500.00 CHANNELIZER CONES | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 320 -13 TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : 110432 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731452852 |( 4 ) 420667649 |( 5 ) 752637692 |OVERLAND CORPORATION |JENSEN CONST. CO. |EARTH BUILDERS, L.P.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0089 882(A) 8306 500.000 SD | 8.40000 4200.00| 10.00000 5000.00| 14.00000 7000.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 28,705.50| $ 37,938.50| $ 46,470.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 SIGNING AND STRIPING | | |0090 850(A) 8110 144.840 SF | 21.50000 3114.06| 15.00000 2172.60| 18.00000 2607.12 SHEET ALUMINUM SIGNS | | |0091 851(C) 8324 260.000 LF | 9.40000 2444.00| 7.75000 2015.00| 12.00000 3120.00 2" SQUARE TUBE POST | | |0092 853 9024 25.000 EA | 18.50000 462.50| 20.00000 500.00| 25.00000 625.00 DELINEATORS(TYPE 1, CODE 1) | | |0093 855(A) 8812 22368.000 LF | 0.51000 11407.68| 0.53000 11855.04| 0.65000 14539.20 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | | SECTION TOTALS | $ 17,428.24| $ 16,542.64| $ 20,891.32------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0094 642(B) 0096 1.000 LSUM | 38000.00000 38000.00| 50000.00000 50000.00| 40000.00000 40000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 38,000.00| $ 50,000.00| $ 40,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0095 220 2800 1.000 LSUM | 5500.00000 5500.00| 5000.00000 5000.00| 3500.00000 3500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0096 640(A) 1426 1.000 EA | 8000.00000 8000.00| 20000.00000 20000.00| 25000.00000 25000.00 FIELD OFFICE | | |0097 641 1552 1.000 LSUM | 349500.00000 349500.00| 350000.00000 350000.00| 340000.00000 340000.00 MOBILIZATION | | | SECTION TOTALS | $ 363,000.00| $ 375,000.00| $ 368,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 NON-PARTICIPATING BRIDGE 'A' (UTILITY CONDUIT) | | |0098 504 6176 71.000 EA | 27.00000 1917.00| 20.00000 1420.00| 100.00000 7100.00 INSERTS | | | SECTION TOTALS | $ 1,917.00| $ 1,420.00| $ 7,100.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,352,760.30| $ 7,369,685.93| $ 7,572,369.62====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 325 -1 TABULATION OF BIDS
CALL ORDER : 325 CONTRACT ID : 130042 COUNTIES : LOVE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-143C(099)SR US-77: FROM SH-32, EXTEND SOUTH. PROJECT LENGTH = 4.00 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,257,689.00 99.4762% 100.0000% 1 731452852 -- OVERLAND CORPORATION $ 1,264,311.00 100.0000% 100.5265%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731452852 |( ) |ENGINEER'S ESTIMATE |OVERLAND CORPORATION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(H) 0185 1.000 LSUM | 56000.00000 56000.00| 58500.00000 58500.00| EARTHWORK | | |0002 411(B) 5945 3355.000 TON | 85.00000 285175.00| 63.00000 211365.00| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0003 411(C) 5955 7010.000 TON | 73.00000 511730.00| 80.00000 560800.00| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0004 411(D) 5975 3935.000 TON | 75.00000 295125.00| 81.00000 318735.00| SUPERPAVE, TYPE S5(PG 64-22 OK) | | |0005 411(H) 6210 205.000 TON | 175.00000 35875.00| 100.00000 20500.00| SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0006 412 5267 3300.000 SY | 4.00000 13200.00| 4.50000 14850.00| COLD MILLING PAVEMENT | | |0007 619(B) 4763 400.000 SY | 25.00000 10000.00| 49.50000 19800.00| REMOVAL OF CONCRETE PAVEMENT W/ASPHALT | | | OVERLAY | | |0008 855(A) 8840 76460.000 LF | 0.40000 30584.00| 0.35000 26761.00| TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0009 880(J) 8905 1.000 LSUM | 20000.00000 20000.00| 33000.00000 33000.00| CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,257,689.00| $ 1,264,311.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,257,689.00| $ 1,264,311.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 330 -1 TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : 130043 COUNTIES : MCCLAIN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000 CONTRACT DESCRIPTION : CONTRACT TIME : 150 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STP-144D(074)AG COUNTY ROAD (NS-307): OVER WALNUT CREEK, 4.6 MILES NORTH OF SH-39. PROJECT LENGTH = 0.264 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,095,637.95 128.4411% 100.0000% 1 731419591 -- BRIDGECO CONTRACTORS, INC. $ 853,027.60 100.0000% 77.8567% 2 731427175 -- K & R BUILDERS, INC. $ 899,530.70 105.4515% 82.1011% 3 731297069 -- ALLEN CONTRACTING, INC. $ 995,504.27 116.7025% 90.8607% 4 731194867 -- CIMARRON CONSTRUCTION COMPANY $ 1,054,157.74 123.5784% 96.2141%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731419591 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |BRIDGECO CONTRACTORS, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 6000.00000 6000.00| 9000.00000 9000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 6635.000 CY | 5.00000 33175.00| 6.00000 39810.00| 7.50000 49762.50 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 1425.000 CY | 8.00000 11400.00| 8.00000 11400.00| 7.50000 10687.50 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 15000.00000 15000.00| 6000.00000 6000.00| 5500.00000 5500.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 500.000 LF | 3.50000 1750.00| 2.50000 1250.00| 3.30000 1650.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 500.000 LF | 7.00000 3500.00| 7.00000 3500.00| 7.00000 3500.00 TEMPORARY SILT DIKE | | |0007 230(A) 2806 13800.000 SY | 3.00000 41400.00| 1.95000 26910.00| 1.62000 22356.00 SOLID SLAB SODDING | | |0008 233(A) 2817 2.850 AC | 600.00000 1710.00| 600.00000 1710.00| 200.00000 570.00 VEGETATIVE MULCHING | | |0009 402(E) 0225 798.000 TON | 30.00000 23940.00| 26.25000 20947.50| 25.31000 20197.38 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 509(D) 0325 20.000 CY | 400.00000 8000.00| 250.00000 5000.00| 257.50000 5150.00 CLASS C CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 330 -2 TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : 130043 COUNTIES : MCCLAIN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731419591 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |BRIDGECO CONTRACTORS, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 601(A) 0297 278.000 TON | 45.00000 12510.00| 39.50000 10981.00| 37.86000 10525.08 TYPE I PLAIN RIPRAP | | |0012 613(B) 0690 190.000 LF | 40.00000 7600.00| 25.50000 4845.00| 22.00000 4180.00 24" CORR. GALV. STEEL PIPE | | |0013 613(M) 7187 6.000 EA | 900.00000 5400.00| 900.00000 5400.00| 850.00000 5100.00 TYPE B4 CULVERT END TREATMENT | | | SECTION TOTALS | $ 170,385.00| $ 143,753.50| $ 148,178.46------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0014 501(B) 1307 88.000 CY | 25.00000 2200.00| 12.00000 1056.00| 10.00000 880.00 SUBSTRUCTURE EXCAVATION COMMON | | |0015 501(D) 6353 90.000 CY | 10.00000 900.00| 12.00000 1080.00| 10.00000 900.00 UNCLASSIFIED BACKFILL | | |0016 503(A) 1312 552.340 LF | 230.00000 127038.20| 163.50000 90307.59| 162.00000 89479.08 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0017 503(A) 1313 416.170 LF | 210.00000 87395.70| 180.00000 74910.60| 175.00000 72829.75 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0018 504(C) 6250 67.000 LF | 250.00000 16750.00| 195.00000 13065.00| 250.00000 16750.00 SEALED EXPANSION JOINT | | |0019 504(E) 1380 555.170 LF | 65.00000 36086.05| 48.00000 26648.16| 68.00000 37751.56 CONCRETE RAIL (TR1) | | |0020 506(A) 1322 650.000 LB | 4.00000 2600.00| 3.30000 2145.00| 3.00000 1950.00 STRUCTURAL STEEL | | |0021 507(A) 6172 12.000 EA | 1600.00000 19200.00| 410.00000 4920.00| 650.00000 7800.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0022 507(B) 6176 12.000 EA | 1600.00000 19200.00| 490.00000 5880.00| 650.00000 7800.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0023 509(A) 1326 185.600 CY | 525.00000 97440.00| 450.00000 83520.00| 500.00000 92800.00 CLASS AA CONCRETE | | |0024 509(B) 1328 118.200 CY | 500.00000 59100.00| 450.00000 53190.00| 525.00000 62055.00 CLASS A CONCRETE | | |0025 511(A) 1332 57920.000 LB | 1.00000 57920.00| 0.95000 55024.00| 0.87000 50390.40 REINFORCING STEEL | | |0026 514(A) 6010 290.000 LF | 35.00000 10150.00| 24.50000 7105.00| 27.30000 7917.00 PILES, FURNISHED (HP 10X42) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 330 -3 TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : 130043 COUNTIES : MCCLAIN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731419591 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |BRIDGECO CONTRACTORS, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0027 514(A) 6011 686.000 LF | 40.00000 27440.00| 32.50000 22295.00| 30.80000 21128.80 PILES, FURNISHED (HP 12X53) | | |0028 514(B) 6292 290.000 LF | 15.00000 4350.00| 12.00000 3480.00| 11.70000 3393.00 PILES, DRIVEN (HP 10X42) | | |0029 514(B) 6294 686.000 LF | 20.00000 13720.00| 10.00000 6860.00| 13.20000 9055.20 PILES, DRIVEN (HP 12X53) | | |0030 516(A) 6096 244.000 LF | 700.00000 170800.00| 497.00000 121268.00| 525.00000 128100.00 DRILLED SHAFTS 60" DIAMETER | | |0031 601(B) 1353 1445.000 TON | 50.00000 72250.00| 35.35000 51080.75| 35.76000 51673.20 TYPE I-A PLAIN RIPRAP | | |0032 601(C) 1355 395.000 TON | 45.00000 17775.00| 35.00000 13825.00| 28.15000 11119.25 TYPE I-A FILTER BLANKET | | |0033 613(H) 6204 62.000 LF | 24.00000 1488.00| 47.00000 2914.00| 30.00000 1860.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0034 613(I) 6207 50.000 LF | 25.00000 1250.00| 7.00000 350.00| 30.00000 1500.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0035 619(D) 1397 1.000 LSUM | 6000.00000 6000.00| 10000.00000 10000.00| 8500.00000 8500.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0036 623(F) 6033 4.000 EA | 2300.00000 9200.00| 2200.00000 8800.00| 2180.00000 8720.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0037 880(J) 8905 1.000 LSUM | 2000.00000 2000.00| 3750.00000 3750.00| 2500.00000 2500.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 862,252.95| $ 663,474.10| $ 696,852.24------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0038 642(B) 0096 1.000 LSUM | 10000.00000 10000.00| 5000.00000 5000.00| 4700.00000 4700.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 10,000.00| $ 5,000.00| $ 4,700.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0039 220 2800 1.000 LSUM | 8000.00000 8000.00| 2800.00000 2800.00| 2800.00000 2800.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0040 641 1399 1.000 LSUM | 45000.00000 45000.00| 38000.00000 38000.00| 47000.00000 47000.00 MOBILIZATION | | | SECTION TOTALS | $ 53,000.00| $ 40,800.00| $ 49,800.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,095,637.95| $ 853,027.60| $ 899,530.70====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 330 -4 TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : 130043 COUNTIES : MCCLAIN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069 |( 4 ) 731194867 |( ) |ALLEN CONTRACTING, INC. |CIMARRON CONSTRUCTION COMPAN |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 24000.00000 24000.00| 16000.00000 16000.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 6635.000 CY | 5.00000 33175.00| 5.30000 35165.50| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 1425.000 CY | 9.00000 12825.00| 7.15000 10188.75| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 12377.79000 12377.79| 7000.00000 7000.00| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 500.000 LF | 3.32000 1660.00| 3.00000 1500.00| TEMPORARY SILT FENCE | | |0006 221(F) 0100 500.000 LF | 11.06000 5530.00| 10.00000 5000.00| TEMPORARY SILT DIKE | | |0007 230(A) 2806 13800.000 SY | 1.60000 22080.00| 1.75000 24150.00| SOLID SLAB SODDING | | |0008 233(A) 2817 2.850 AC | 552.82000 1575.54| 500.00000 1425.00| VEGETATIVE MULCHING | | |0009 402(E) 0225 798.000 TON | 36.65000 29246.70| 27.00000 21546.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 509(D) 0325 20.000 CY | 300.00000 6000.00| 245.00000 4900.00| CLASS C CONCRETE | | |0011 601(A) 0297 278.000 TON | 60.00000 16680.00| 48.00000 13344.00| TYPE I PLAIN RIPRAP | | |0012 613(B) 0690 190.000 LF | 36.68000 6969.20| 47.00000 8930.00| 24" CORR. GALV. STEEL PIPE | | |0013 613(M) 7187 6.000 EA | 801.82000 4810.92| 955.00000 5730.00| TYPE B4 CULVERT END TREATMENT | | | SECTION TOTALS | $ 176,930.15| $ 154,879.25| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0014 501(B) 1307 88.000 CY | 15.36000 1351.68| 15.00000 1320.00| SUBSTRUCTURE EXCAVATION COMMON | | |0015 501(D) 6353 90.000 CY | 11.80000 1062.00| 19.00000 1710.00| UNCLASSIFIED BACKFILL | | |0016 503(A) 1312 552.340 LF | 165.00000 91136.10| 196.00000 108258.64| PRESTRESSED CONCRETE BEAMS (TYPE III) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 330 -5 TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : 130043 COUNTIES : MCCLAIN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069 |( 4 ) 731194867 |( ) |ALLEN CONTRACTING, INC. |CIMARRON CONSTRUCTION COMPAN |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 503(A) 1313 416.170 LF | 180.00000 74910.60| 208.00000 86563.36| PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0018 504(C) 6250 67.000 LF | 294.41000 19725.47| 252.00000 16884.00| SEALED EXPANSION JOINT | | |0019 504(E) 1380 555.170 LF | 72.09000 40022.21| 77.00000 42748.09| CONCRETE RAIL (TR1) | | |0020 506(A) 1322 650.000 LB | 3.38000 2197.00| 4.00000 2600.00| STRUCTURAL STEEL | | |0021 507(A) 6172 12.000 EA | 541.82000 6501.84| 817.00000 9804.00| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0022 507(B) 6176 12.000 EA | 541.82000 6501.84| 817.00000 9804.00| WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0023 509(A) 1326 185.600 CY | 500.00000 92800.00| 590.00000 109504.00| CLASS AA CONCRETE | | |0024 509(B) 1328 118.200 CY | 600.00000 70920.00| 622.00000 73520.40| CLASS A CONCRETE | | |0025 511(A) 1332 57920.000 LB | 1.09000 63132.80| 1.00000 57920.00| REINFORCING STEEL | | |0026 514(A) 6010 290.000 LF | 27.86000 8079.40| 45.00000 13050.00| PILES, FURNISHED (HP 10X42) | | |0027 514(A) 6011 686.000 LF | 36.42000 24984.12| 55.00000 37730.00| PILES, FURNISHED (HP 12X53) | | |0028 514(B) 6292 290.000 LF | 17.74000 5144.60| 22.50000 6525.00| PILES, DRIVEN (HP 10X42) | | |0029 514(B) 6294 686.000 LF | 17.79000 12203.94| 24.00000 16464.00| PILES, DRIVEN (HP 12X53) | | |0030 516(A) 6096 244.000 LF | 425.00000 103700.00| 602.00000 146888.00| DRILLED SHAFTS 60" DIAMETER | | |0031 601(B) 1353 1445.000 TON | 50.00000 72250.00| 45.00000 65025.00| TYPE I-A PLAIN RIPRAP | | |0032 601(C) 1355 395.000 TON | 44.35000 17518.25| 36.00000 14220.00| TYPE I-A FILTER BLANKET | | |0033 613(H) 6204 62.000 LF | 14.74000 913.88| 20.00000 1240.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0034 613(I) 6207 50.000 LF | 13.00000 650.00| 20.00000 1000.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 330 -6 TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : 130043 COUNTIES : MCCLAIN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731297069 |( 4 ) 731194867 |( ) |ALLEN CONTRACTING, INC. |CIMARRON CONSTRUCTION COMPAN |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0035 619(D) 1397 1.000 LSUM | 10582.39000 10582.39| 25000.00000 25000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0036 623(F) 6033 4.000 EA | 2189.17000 8756.68| 2400.00000 9600.00| GUARDRAIL ANCHOR UNIT (TYPE II) | | |0037 880(J) 8905 1.000 LSUM | 1702.68000 1702.68| 2400.00000 2400.00| CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 736,747.48| $ 859,778.49| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0038 642(B) 0096 1.000 LSUM | 8845.12000 8845.12| 8500.00000 8500.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 8,845.12| $ 8,500.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0039 220 2800 1.000 LSUM | 2981.52000 2981.52| 8000.00000 8000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0040 641 1399 1.000 LSUM | 70000.00000 70000.00| 23000.00000 23000.00| MOBILIZATION | | | SECTION TOTALS | $ 72,981.52| $ 31,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 995,504.27| $ 1,054,157.74| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 340 -1 TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : 130044 COUNTIES : MCINTOSH LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 01000 CONTRACT DESCRIPTION : CONTRACT TIME : 90 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-146C(132)SR SH-9: FROM THE HUGHES COUNTY LINE, EXTEND EAST. SSR-246C(005)SR SH-52: FROM SH-9, EXTEND SOUTH. PROJECT LENGTH = 11.17 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,964,194.00 105.5793% 100.0000% 1 208746250 -- GLOVER & ASSOCIATES, INC. $ 1,860,396.00 100.0000% 94.7155% 2 731005798 -- JOB CONSTRUCTION CO., INC. $ 1,932,512.00 103.8764% 98.3870%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( 2 ) 731005798 |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |JOB CONSTRUCTION CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-146C(132)SR | | |0001 402(F) 7047 1000.000 TON | 20.00000 20000.00| 17.00000 17000.00| 20.00000 20000.00 TRAFFIC BOUND SURFACE COURSE TYPE F | | |0002 407(B) 0250 10500.000 GAL | 2.50000 26250.00| 1.75000 18375.00| 2.63000 27615.00 TACK COAT | | |0003 411(C) 5960 16000.000 TON | 76.00000 1216000.00| 73.00000 1168000.00| 75.70000 1211200.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0004 412 5267 4000.000 SY | 2.00000 8000.00| 4.00000 16000.00| 1.80000 7200.00 COLD MILLING PAVEMENT | | |0005 413(B) 4863 70500.000 LF | 0.40000 28200.00| 0.20000 14100.00| 0.20000 14100.00 RUMBLE STRIP-METHOD HMA-CYC | | |0006 856(A) 8530 140000.000 LF | 0.45000 63000.00| 0.34000 47600.00| 0.32000 44800.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0007 880(J) 8905 1.000 LSUM | 15000.00000 15000.00| 5500.00000 5500.00| 20000.00000 20000.00 CONSTRUCTION TRAFFIC CONTROL | | |0008 882(A) 8306 120.000 SD | 10.00000 1200.00| 23.00000 2760.00| 18.00000 2160.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 1,377,650.00| $ 1,289,335.00| $ 1,347,075.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 ROADWAY - SSR-246C(005)SR | | |0009 402(E) 0225 600.000 TON | 20.00000 12000.00| 17.00000 10200.00| 21.00000 12600.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 340 -2 TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : 130044 COUNTIES : MCINTOSH LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 01000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( 2 ) 731005798 |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |JOB CONSTRUCTION CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 407(B) 0250 4900.000 GAL | 2.50000 12250.00| 1.75000 8575.00| 2.63000 12887.00 TACK COAT | | |0011 411(C) 5960 6100.000 TON | 76.00000 463600.00| 73.00000 445300.00| 75.70000 461770.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0012 411(E) 5990 500.000 TON | 80.00000 40000.00| 95.00000 47500.00| 95.00000 47500.00 SUPERPAVE, TYPE S6(PG 64-22 OK) | | |0013 412 5267 4600.000 SY | 2.00000 9200.00| 4.00000 18400.00| 1.80000 8280.00 COLD MILLING PAVEMENT | | |0014 610(A) 0602 8.000 SY | 50.00000 400.00| 277.00000 2216.00| 300.00000 2400.00 4" CONCRETE SIDEWALK | | |0015 610(I) 4610 8.000 SF | 35.00000 280.00| 360.00000 2880.00| 75.00000 600.00 TACTILE WARNING DEVICE-NEW | | |0016 619(B) 4792 8.000 SY | 8.00000 64.00| 280.00000 2240.00| 50.00000 400.00 REMOVAL OF SIDEWALK | | |0017 856(A) 8530 75000.000 LF | 0.45000 33750.00| 0.35000 26250.00| 0.32000 24000.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0018 880(J) 8905 1.000 LSUM | 15000.00000 15000.00| 7500.00000 7500.00| 15000.00000 15000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 586,544.00| $ 571,061.00| $ 585,437.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,964,194.00| $ 1,860,396.00| $ 1,932,512.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 350 -1 TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : 130046 COUNTIES : MURRAY LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 150 CALENDAR DAYS BRIDGE REHABILITATION RURAL PROJECT(S) : SBR-150N(091)SB SH-7: OVER I-35, 3.1 MILES WEST OF DAVIS. PROJECT LENGTH = 0.115 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,506,024.50 94.0072% 100.0000% 1 760202042 -- SCR CONSTRUCTION CO., INC. $ 1,602,031.05 100.0000% 106.3748%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 760202042 |( ) |ENGINEER'S ESTIMATE |SCR CONSTRUCTION CO., INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(E) 0186 400.000 CY | 30.00000 12000.00| 38.00000 15200.00| SELECT BORROW | | |0002 230(A) 2806 50.000 SY | 5.00000 250.00| 6.00000 300.00| SOLID SLAB SODDING | | |0003 303(A) 2100 710.000 CY | 100.00000 71000.00| 51.00000 36210.00| AGGREGATE BASE TYPE A | | |0004 411(C) 5960 442.000 TON | 185.00000 81770.00| 120.00000 53040.00| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0005 414(B) 5725 750.000 SY | 50.00000 37500.00| 45.00000 33750.00| DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0006 414(G) 5275 250.000 CY | 140.00000 35000.00| 130.00000 32500.00| P.C. CONCRETE FOR PAVEMENT | | |0007 619(B) 4727 750.000 SY | 15.00000 11250.00| 26.00000 19500.00| REMOVAL OF CONCRETE PAVEMENT | | |0008 619(B) 4728 1440.000 SY | 10.00000 14400.00| 13.00000 18720.00| REMOVAL OF ASPHALT PAVEMENT | | | SECTION TOTALS | $ 263,170.00| $ 209,220.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0009 501(G) 6309 82.400 CY | 200.00000 16480.00| 255.00000 21012.00| CLSM BACKFILL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 350 -2 TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : 130046 COUNTIES : MURRAY LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 760202042 |( ) |ENGINEER'S ESTIMATE |SCR CONSTRUCTION CO., INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 502 6116 1.000 LSUM | 35000.00000 35000.00| 15000.00000 15000.00| (PL)FALSEWORK JACKING | | |0011 504(A) 1304 246.800 SY | 250.00000 61700.00| 210.00000 51828.00| APPROACH SLAB | | |0012 504(B) 1305 1569.000 SY | 5.00000 7845.00| 7.45000 11689.05| SAW-CUT GROOVING | | |0013 504(C) 6250 89.200 LF | 300.00000 26760.00| 220.00000 19624.00| SEALED EXPANSION JOINT | | |0014 504(E) 6190 742.800 LF | 100.00000 74280.00| 105.00000 77994.00| 42" F-SHAPED PARAPET | | |0015 506(A) 1322 2650.000 LB | 8.00000 21200.00| 7.15000 18947.50| STRUCTURAL STEEL | | |0016 507(A) 6172 20.000 EA | 1500.00000 30000.00| 3500.00000 70000.00| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0017 507(B) 6176 20.000 EA | 1500.00000 30000.00| 3500.00000 70000.00| WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0018 509 6152 435.000 SY | 40.00000 17400.00| 33.00000 14355.00| SPECIAL CONCRETE FINISH | | |0019 509(A) 1326 330.200 CY | 800.00000 264160.00| 920.00000 303784.00| CLASS AA CONCRETE | | |0020 509(B) 1328 16.000 CY | 1200.00000 19200.00| 3500.00000 56000.00| CLASS A CONCRETE | | |0021 509(D) 1331 15.000 CY | 400.00000 6000.00| 700.00000 10500.00| CLASS C CONCRETE | | |0022 510(C) 6138 82.000 SY | 200.00000 16400.00| 100.00000 8200.00| SLOPE WALL (5") | | |0023 511 6306 1012.000 EA | 20.00000 20240.00| 13.00000 13156.00| MECHANICAL SPLICES | | |0024 511(B) 6010 87220.000 LB | 1.20000 104664.00| 1.20000 104664.00| EPOXY COATED REINFORCING STEEL | | |0025 512(A) 1323 1.000 LSUM | 30000.00000 30000.00| 35000.00000 35000.00| PAINTING EXISTING STRUCTURES | | |0026 512(B) 6303 1.000 LSUM | 5000.00000 5000.00| 4000.00000 4000.00| COLLECTION AND HANDLING OF WASTE | | |0027 515(A) 6013 889.000 SY | 4.50000 4000.50| 3.50000 3111.50| WATER REPELLENT (VISUALLY INSPECTED) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 350 -3 TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : 130046 COUNTIES : MURRAY LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 760202042 |( ) |ENGINEER'S ESTIMATE |SCR CONSTRUCTION CO., INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 520(A) 6058 40.000 LF | 50.00000 2000.00| 45.00000 1800.00| PREPARATION OF CRACKS, ABOVE WATER | | |0029 520(C) 6060 4.000 GAL | 200.00000 800.00| 65.00000 260.00| EPOXY RESIN, ABOVE WATER | | |0030 521(A) 6210 20.000 SY | 800.00000 16000.00| 850.00000 17000.00| PNEUMATICALLY PLACED MORTAR | | |0031 523(A) 6550 504.000 LF | 5.00000 2520.00| 5.25000 2646.00| SEALER CRACK PREPARATION | | |0032 523(B) 6560 6.000 GAL | 200.00000 1200.00| 215.00000 1290.00| SEALER RESIN | | |0033 535 6130 78.000 SY | 60.00000 4680.00| 60.00000 4680.00| (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0034 540 4515 15.000 EA | 1500.00000 22500.00| 2200.00000 33000.00| (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0035 540 4525 15.000 EA | 1000.00000 15000.00| 2800.00000 42000.00| (PL)REPAIR BRIDGE ITEM (TYPE B) | | |0036 540 4535 1.000 EA | 6000.00000 6000.00| 6000.00000 6000.00| (PL)REPAIR BRIDGE ITEM (TYPE C) | | |0037 619(B) 2500 1.000 LSUM | 100000.00000 100000.00| 125000.00000 125000.00| REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 961,029.50| $ 1,142,541.05| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0038 855(A) 8813 7600.000 LF | 2.00000 15200.00| 1.70000 12920.00| TRAFFIC STRIPE(PLASTIC)(6" WIDE) | | |0039 871(B) 8705 300.000 SD | 35.00000 10500.00| 5.00000 1500.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0040 877(B) 8484 2675.000 LF | 35.00000 93625.00| 30.00000 80250.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0041 877(C) 8486 2675.000 LF | 10.00000 26750.00| 2.00000 5350.00| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0042 880(A) 8812 300.000 SD | 10.00000 3000.00| 15.00000 4500.00| ARROW DISPLAY(TYPE C) | | |0043 880(J) 8905 1.000 LSUM | 30000.00000 30000.00| 30000.00000 30000.00| CONSTRUCTION TRAFFIC CONTROL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 350 -4 TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : 130046 COUNTIES : MURRAY LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 07000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 760202042 |( ) |ENGINEER'S ESTIMATE |SCR CONSTRUCTION CO., INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0044 880(L) 8911 50.000 HOUR | 75.00000 3750.00| 75.00000 3750.00| TRAFFIC SURVEILLANCE, POLICE | | | SECTION TOTALS | $ 182,825.00| $ 138,270.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0045 642(B) 0096 1.000 LSUM | 9000.00000 9000.00| 7000.00000 7000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 9,000.00| $ 7,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0046 641 1399 1.000 LSUM | 90000.00000 90000.00| 105000.00000 105000.00| MOBILIZATION | | | SECTION TOTALS | $ 90,000.00| $ 105,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,506,024.50| $ 1,602,031.05| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -1 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 195 CALENDAR DAYS GRADE, DRAIN, AND SURFACE RURAL PROJECT(S) : STPY-152B(174) US-64: FROM BOUNDARY STREET IN PERRY, EXTEND EAST. PROJECT LENGTH = 4.658 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- PLUS B DAYS C DAYS ITEM TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME TIME: 5000 BID BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE 160 $ 7,488,206.10 $ 8,288,206.10 112.4261% 100.0000% 1 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. 160 $ 6,572,138.78 $ 7,372,138.78 100.0000% 88.9473% 2 420364440 -- KOSS CONSTRUCTION COMPANY & SUBSIDIARY 130 $ 7,015,133.11 $ 7,665,133.11 103.9743% 92.4824% 3 730731258 -- HASKELL LEMON CONST. CO. 160 $ 8,130,019.34 $ 8,930,019.34 121.1320% 107.7437% 4 730703325 -- EVANS & ASSOCIATES CONST. CO., INC. 157 $ 8,401,785.94 $ 9,186,785.94 124.6149% 110.8417%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 25000.00000 25000.00| 15000.00000 15000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 47413.000 CY | 4.50000 213358.50| 2.60000 123273.80| 2.50000 118532.50 UNCLASSIFIED EXCAVATION | | |0003 205(A) 4229 1.000 LSUM | 7500.00000 7500.00| 10000.00000 10000.00| 7500.00000 7500.00 TYPE A-SALVAGED TOPSOIL | | |0004 210 0121 24360.000 LF | 10.00000 243600.00| 5.15000 125454.00| 8.15000 198534.00 OBLITERATING ABANDONED ROAD | | |0005 221(C) 2801 48765.000 LF | 2.50000 121912.50| 1.15000 56079.75| 1.11000 54129.15 TEMPORARY SILT FENCE | | |0006 221(D) 2803 8.000 EA | 200.00000 1600.00| 150.00000 1200.00| 129.00000 1032.00 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 3488.000 LF | 6.94000 24206.72| 7.50000 26160.00| 7.28000 25392.64 TEMPORARY SILT DIKE | | |0008 229 4318 811.000 LF | 2.25000 1824.75| 1.25000 1013.75| 1.22000 989.42 DITCH LINER PROTECTION | | |0009 230(A) 2806 44978.000 SY | 2.50000 112445.00| 1.30000 58471.40| 1.22000 54873.16 SOLID SLAB SODDING | | |0010 230(B) 2807 25899.000 SY | 1.68000 43510.32| 1.30000 33668.70| 1.24000 32114.76 MULCH SODDING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -2 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 230(F) 2812 1800.000 KGAL | 294.41000 529938.00| 15.50000 27900.00| 15.00000 27000.00 WATERING | | |0012 233(A) 2817 38.000 AC | 311.88000 11851.44| 481.00000 18278.00| 467.00000 17746.00 VEGETATIVE MULCHING | | |0013 241 2832 503.000 AC | 75.00000 37725.00| 80.35000 40416.05| 78.00000 39234.00 MOWING | | |0014 307(E) 4240 121752.000 SY | 6.00000 730512.00| 5.35000 651373.20| 5.60000 681811.20 CEMENTITIOUS STABILIZED SUBGRADE | | |0015 402(E) 0225 400.000 TON | 26.00000 10400.00| 31.10000 12440.00| 30.00000 12000.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 407(B) 0250 54807.000 GAL | 3.25000 178122.75| 2.90000 158940.30| 1.00000 54807.00 TACK COAT | | |0017 408 5774 46701.000 GAL | 4.75000 221829.75| 5.70000 266195.70| 2.35000 109747.35 PRIME COAT | | |0018 411(B) 5940 11263.000 TON | 68.00000 765884.00| 66.00000 743358.00| 71.95000 810372.85 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0019 411(B) 5945 43668.000 TON | 58.50000 2554578.00| 57.50000 2510910.00| 64.55000 2818769.40 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0020 411(C) 5955 7510.000 TON | 80.00000 600800.00| 78.00000 585780.00| 87.65000 658251.50 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0021 411(C) 5960 6260.000 TON | 65.00000 406900.00| 65.50000 410030.00| 70.95000 444147.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0022 501(A) 0313 107.000 CY | 28.38000 3036.66| 10.85000 1160.95| 12.00000 1284.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0023 509(A) 0319 244.000 CY | 475.00000 115900.00| 335.00000 81740.00| 340.00000 82960.00 CLASS AA CONCRETE | | |0024 509(B) 0321 74.000 CY | 475.00000 35150.00| 361.00000 26714.00| 360.00000 26640.00 CLASS A CONCRETE | | |0025 509(D) 0325 152.000 CY | 180.00000 27360.00| 216.50000 32908.00| 215.00000 32680.00 CLASS C CONCRETE | | |0026 511(A) 1332 43539.000 LB | 0.78000 33960.42| 0.88000 38314.32| 0.85000 37008.15 REINFORCING STEEL | | |0027 601(B) 1353 98.000 TON | 32.50000 3185.00| 42.60000 4174.80| 48.00000 4704.00 TYPE I-A PLAIN RIPRAP | | |0028 601(C) 1355 24.000 TON | 30.00000 720.00| 38.20000 916.80| 45.00000 1080.00 TYPE I-A FILTER BLANKET | | |0029 613(A) 0492 11.000 LF | 78.61000 864.71| 57.00000 627.00| 105.00000 1155.00 24" R.C.PIPE CLASS III | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -3 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 613(B) 0689 617.000 LF | 22.00000 13574.00| 20.00000 12340.00| 22.00000 13574.00 18" CORR. GALV. STEEL PIPE | | |0031 613(H) 0450 500.000 LF | 11.00000 5500.00| 10.00000 5000.00| 11.00000 5500.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0032 613(I) 1096 100.000 LF | 10.00000 1000.00| 9.00000 900.00| 10.00000 1000.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0033 613(M) 7196 16.000 EA | 650.00000 10400.00| 950.00000 15200.00| 1000.00000 16000.00 TYPE A6 CULVERT END TREATMENT | | |0034 613(M) 7197 1.000 EA | 1110.91000 1110.91| 5700.00000 5700.00| 1100.00000 1100.00 TYPE B6 CULVERT END TREATMENT | | |0035 619(A) 0920 1.000 LSUM | 2500.00000 2500.00| 5000.00000 5000.00| 12000.00000 12000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0036 619(B) 4728 1568.000 SY | 3.50000 5488.00| 2.85000 4468.80| 4.52000 7087.36 REMOVAL OF ASPHALT PAVEMENT | | |0037 619(B) 4780 1406.000 LF | 6.00000 8436.00| 1.80000 2530.80| 1.73000 2432.38 REMOVAL OF GUARDRAIL | | |0038 619(B) 5113 222.000 SY | 15.00000 3330.00| 7.75000 1720.50| 6.00000 1332.00 REMOVAL OF RIPRAP | | |0039 619(C) 0924 1131.000 LF | 8.36000 9455.16| 2.60000 2940.60| 4.25000 4806.75 SAWING PAVEMENT | | |0040 629(A) 4958 13.000 EA | 5.00000 65.00| 100.00000 1300.00| 70.00000 910.00 MAILBOX INSTALLATION-SINGLE | | |0041 629(B) 4959 1.000 EA | 40.00000 40.00| 200.00000 200.00| 170.00000 170.00 MAILBOX INSTALLATION-MULTIPLE | | |0042 629(C) 4960 15.000 EA | 66.28000 994.20| 50.00000 750.00| 25.00000 375.00 MAILBOX | | |0043 629(D) 4961 14.000 EA | 17.73000 248.22| 25.00000 350.00| 12.00000 168.00 REMOVAL OF MAILBOX INSTALLATION | | | SECTION TOTALS | $ 7,125,817.01| $ 6,120,899.22| $ 6,435,950.57------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC CONTROL | | |0044 857(A) 8839 10000.000 LF | 0.20000 2000.00| 0.20000 2000.00| 0.18000 1800.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0045 857(E) 8890 500.000 EA | 1.00000 500.00| 0.50000 250.00| 0.46000 230.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-2 | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -4 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0046 871(B) 8705 180.000 SD | 10.65000 1917.00| 5.00000 900.00| 5.00000 900.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0047 877(B) 8484 800.000 LF | 22.57000 18056.00| 27.50000 22000.00| 36.00000 28800.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0048 880(B) 8818 2925.000 SD | 0.79000 2310.75| 0.65000 1901.25| 0.65000 1901.25 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0049 880(B) 8821 5265.000 SD | 0.24000 1263.60| 0.65000 3422.25| 0.65000 3422.25 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0050 880(B) 8824 2535.000 SD | 1.22000 3092.70| 1.70000 4309.50| 1.65000 4182.75 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0051 880(C) 8842 5070.000 SD | 0.31000 1571.70| 0.05000 253.50| 0.05000 253.50 CONSTRUCTION BARRICADES(TYPE III) | | |0052 880(C) 8848 1560.000 SD | 0.38000 592.80| 0.30000 468.00| 0.30000 468.00 WING BARRICADES | | |0053 880(D) 8854 7800.000 SD | 0.25000 1950.00| 0.05000 390.00| 0.05000 390.00 VERTICAL PANELS | | |0054 880(E) 8860 7605.000 SD | 0.08000 608.40| 0.20000 1521.00| 0.20000 1521.00 WARNING LIGHTS(TYPE A) | | |0055 880(F) 8878 6825.000 SD | 0.08000 546.00| 0.50000 3412.50| 0.50000 3412.50 DRUMS | | |0056 880(G) 8890 5460.000 SD | 0.11000 600.60| 0.15000 819.00| 0.15000 819.00 CHANNELIZER CONES | | | SECTION TOTALS | $ 35,009.55| $ 41,647.00| $ 48,100.25------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 SIGNING & PAVEMENT MARKING | | |0057 805(A) 8722 1.000 LSUM | 1000.00000 1000.00| 130.00000 130.00| 125.00000 125.00 (PL)REMOVAL OF EXISTING SIGNS | | |0058 850(A) 8110 208.370 SF | 16.38000 3413.10| 17.50000 3646.48| 17.00000 3542.29 SHEET ALUMINUM SIGNS | | |0059 851(C) 8324 467.500 LF | 9.40000 4394.50| 8.25000 3856.88| 8.00000 3740.00 2" SQUARE TUBE POST | | |0060 856(A) 8530 90000.000 LF | 0.48000 43200.00| 0.32000 28800.00| 0.26000 23400.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0061 856(A) 8540 640.000 LF | 1.01000 646.40| 3.10000 1984.00| 3.00000 1920.00 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0062 856(A) 8555 184.000 LF | 4.97000 914.48| 10.30000 1895.20| 10.00000 1840.00 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -5 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 420364440 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |KOSS CONSTRUCTION COMPANY & SLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0063 856(B) 8860 6.000 EA | 80.72000 484.32| 155.00000 930.00| 150.00000 900.00 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0064 880(C) 8850 4.000 EA | 713.58000 2854.32| 725.00000 2900.00| 700.00000 2800.00 PERMANENT BARRICADE UNIT | | |0065 880(G) 8900 9.000 EA | 11.13000 100.17| 50.00000 450.00| 35.00000 315.00 TUBE CHANNELIZERS | | | SECTION TOTALS | $ 57,007.29| $ 44,592.56| $ 38,582.29------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0066 642(B) 0096 1.000 LSUM | 30000.00000 30000.00| 75000.00000 75000.00| 61300.00000 61300.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 30,000.00| $ 75,000.00| $ 61,300.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0067 220 2800 1.000 LSUM | 1500.00000 1500.00| 10000.00000 10000.00| 3500.00000 3500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0068 640(A) 1426 1.000 EA | 7500.00000 7500.00| 10000.00000 10000.00| 11000.00000 11000.00 FIELD OFFICE | | |0069 641 1552 1.000 LSUM | 206372.25000 206372.25| 235000.00000 235000.00| 331700.00000 331700.00 MOBILIZATION | | |0070 643 0087 1.000 LSUM | 25000.00000 25000.00| 35000.00000 35000.00| 85000.00000 85000.00 (SP)CONTRACTORS QUALITY CONTROL | | | SECTION TOTALS | $ 240,372.25| $ 290,000.00| $ 431,200.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,488,206.10| $ 6,572,138.78| $ 7,015,133.11==================================================================================================================================== COST PLUS TIME TOTALS | $ 8,288,206.10| $ 7,372,138.78 | $ 7,665,133.11====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -6 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( 4 ) 730703325 |( ) |HASKELL LEMON CONST. CO. |EVANS & ASSOCIATES CONST. CO |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 43000.00000 43000.00| 20000.00000 20000.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 47413.000 CY | 7.50000 355597.50| 6.25000 296331.25| UNCLASSIFIED EXCAVATION | | |0003 205(A) 4229 1.000 LSUM | 75000.00000 75000.00| 25000.00000 25000.00| TYPE A-SALVAGED TOPSOIL | | |0004 210 0121 24360.000 LF | 15.50000 377580.00| 15.29000 372464.40| OBLITERATING ABANDONED ROAD | | |0005 221(C) 2801 48765.000 LF | 2.00000 97530.00| 2.00000 97530.00| TEMPORARY SILT FENCE | | |0006 221(D) 2803 8.000 EA | 500.00000 4000.00| 500.00000 4000.00| TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 3488.000 LF | 5.00000 17440.00| 10.00000 34880.00| TEMPORARY SILT DIKE | | |0008 229 4318 811.000 LF | 1.10000 892.10| 1.25000 1013.75| DITCH LINER PROTECTION | | |0009 230(A) 2806 44978.000 SY | 1.75000 78711.50| 1.70000 76462.60| SOLID SLAB SODDING | | |0010 230(B) 2807 25899.000 SY | 1.65000 42733.35| 1.60000 41438.40| MULCH SODDING | | |0011 230(F) 2812 1800.000 KGAL | 10.00000 18000.00| 10.00000 18000.00| WATERING | | |0012 233(A) 2817 38.000 AC | 600.00000 22800.00| 800.00000 30400.00| VEGETATIVE MULCHING | | |0013 241 2832 503.000 AC | 25.00000 12575.00| 80.00000 40240.00| MOWING | | |0014 307(E) 4240 121752.000 SY | 7.70000 937490.40| 5.64000 686681.28| CEMENTITIOUS STABILIZED SUBGRADE | | |0015 402(E) 0225 400.000 TON | 50.00000 20000.00| 39.00000 15600.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 407(B) 0250 54807.000 GAL | 2.00000 109614.00| 2.25000 123315.75| TACK COAT | | |0017 408 5774 46701.000 GAL | 2.00000 93402.00| 3.50000 163453.50| PRIME COAT | | |0018 411(B) 5940 11263.000 TON | 73.63000 829294.69| 79.57000 896196.91| SUPERPAVE, TYPE S3(PG 70-28 OK) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -7 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( 4 ) 730703325 |( ) |HASKELL LEMON CONST. CO. |EVANS & ASSOCIATES CONST. CO |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(B) 5945 43668.000 TON | 71.00000 3100428.00| 69.10000 3017458.80| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0020 411(C) 5955 7510.000 TON | 86.50000 649615.00| 90.11000 676726.10| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0021 411(C) 5960 6260.000 TON | 80.00000 500800.00| 72.53000 454037.80| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0022 501(A) 0313 107.000 CY | 11.00000 1177.00| 25.00000 2675.00| STRUCTURAL EXCAVATION UNCLASSIFIED | | |0023 509(A) 0319 244.000 CY | 375.00000 91500.00| 525.00000 128100.00| CLASS AA CONCRETE | | |0024 509(B) 0321 74.000 CY | 650.00000 48100.00| 700.00000 51800.00| CLASS A CONCRETE | | |0025 509(D) 0325 152.000 CY | 340.00000 51680.00| 400.00000 60800.00| CLASS C CONCRETE | | |0026 511(A) 1332 43539.000 LB | 0.90000 39185.10| 1.10000 47892.90| REINFORCING STEEL | | |0027 601(B) 1353 98.000 TON | 55.00000 5390.00| 55.00000 5390.00| TYPE I-A PLAIN RIPRAP | | |0028 601(C) 1355 24.000 TON | 50.00000 1200.00| 55.00000 1320.00| TYPE I-A FILTER BLANKET | | |0029 613(A) 0492 11.000 LF | 100.00000 1100.00| 140.00000 1540.00| 24" R.C.PIPE CLASS III | | |0030 613(B) 0689 617.000 LF | 30.75000 18972.75| 40.00000 24680.00| 18" CORR. GALV. STEEL PIPE | | |0031 613(H) 0450 500.000 LF | 15.00000 7500.00| 20.00000 10000.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0032 613(I) 1096 100.000 LF | 10.00000 1000.00| 20.00000 2000.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0033 613(M) 7196 16.000 EA | 2000.00000 32000.00| 1400.00000 22400.00| TYPE A6 CULVERT END TREATMENT | | |0034 613(M) 7197 1.000 EA | 2100.00000 2100.00| 1700.00000 1700.00| TYPE B6 CULVERT END TREATMENT | | |0035 619(A) 0920 1.000 LSUM | 45000.00000 45000.00| 150000.00000 150000.00| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0036 619(B) 4728 1568.000 SY | 8.00000 12544.00| 5.00000 7840.00| REMOVAL OF ASPHALT PAVEMENT | | |0037 619(B) 4780 1406.000 LF | 5.75000 8084.50| 4.50000 6327.00| REMOVAL OF GUARDRAIL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -8 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( 4 ) 730703325 |( ) |HASKELL LEMON CONST. CO. |EVANS & ASSOCIATES CONST. CO |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 619(B) 5113 222.000 SY | 24.00000 5328.00| 15.00000 3330.00| REMOVAL OF RIPRAP | | |0039 619(C) 0924 1131.000 LF | 3.50000 3958.50| 4.00000 4524.00| SAWING PAVEMENT | | |0040 629(A) 4958 13.000 EA | 77.00000 1001.00| 75.00000 975.00| MAILBOX INSTALLATION-SINGLE | | |0041 629(B) 4959 1.000 EA | 190.00000 190.00| 350.00000 350.00| MAILBOX INSTALLATION-MULTIPLE | | |0042 629(C) 4960 15.000 EA | 30.00000 450.00| 50.00000 750.00| MAILBOX | | |0043 629(D) 4961 14.000 EA | 15.00000 210.00| 14.00000 196.00| REMOVAL OF MAILBOX INSTALLATION | | | SECTION TOTALS | $ 7,764,174.39| $ 7,625,820.44| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC CONTROL | | |0044 857(A) 8839 10000.000 LF | 0.20000 2000.00| 0.50000 5000.00| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0045 857(E) 8890 500.000 EA | 0.50000 250.00| 1.40000 700.00| (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-2 | | |0046 871(B) 8705 180.000 SD | 5.50000 990.00| 60.00000 10800.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0047 877(B) 8484 800.000 LF | 38.00000 30400.00| 40.00000 32000.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0048 880(B) 8818 2925.000 SD | 0.70000 2047.50| 0.35000 1023.75| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0049 880(B) 8821 5265.000 SD | 0.70000 3685.50| 0.95000 5001.75| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0050 880(B) 8824 2535.000 SD | 1.80000 4563.00| 2.00000 5070.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0051 880(C) 8842 5070.000 SD | 0.06000 304.20| 1.50000 7605.00| CONSTRUCTION BARRICADES(TYPE III) | | |0052 880(C) 8848 1560.000 SD | 0.33000 514.80| 0.30000 468.00| WING BARRICADES | | |0053 880(D) 8854 7800.000 SD | 0.06000 468.00| 0.40000 3120.00| VERTICAL PANELS | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -9 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( 4 ) 730703325 |( ) |HASKELL LEMON CONST. CO. |EVANS & ASSOCIATES CONST. CO |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0054 880(E) 8860 7605.000 SD | 0.22000 1673.10| 0.70000 5323.50| WARNING LIGHTS(TYPE A) | | |0055 880(F) 8878 6825.000 SD | 0.55000 3753.75| 0.45000 3071.25| DRUMS | | |0056 880(G) 8890 5460.000 SD | 0.17000 928.20| 0.45000 2457.00| CHANNELIZER CONES | | | SECTION TOTALS | $ 51,578.05| $ 81,640.25| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 SIGNING & PAVEMENT MARKING | | |0057 805(A) 8722 1.000 LSUM | 135.00000 135.00| 2500.00000 2500.00| (PL)REMOVAL OF EXISTING SIGNS | | |0058 850(A) 8110 208.370 SF | 20.00000 4167.40| 25.00000 5209.25| SHEET ALUMINUM SIGNS | | |0059 851(C) 8324 467.500 LF | 9.00000 4207.50| 10.00000 4675.00| 2" SQUARE TUBE POST | | |0060 856(A) 8530 90000.000 LF | 0.28000 25200.00| 0.42000 37800.00| TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0061 856(A) 8540 640.000 LF | 3.30000 2112.00| 1.50000 960.00| TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0062 856(A) 8555 184.000 LF | 11.00000 2024.00| 6.50000 1196.00| TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0063 856(B) 8860 6.000 EA | 165.00000 990.00| 400.00000 2400.00| TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0064 880(C) 8850 4.000 EA | 770.00000 3080.00| 1000.00000 4000.00| PERMANENT BARRICADE UNIT | | |0065 880(G) 8900 9.000 EA | 39.00000 351.00| 65.00000 585.00| TUBE CHANNELIZERS | | | SECTION TOTALS | $ 42,266.90| $ 59,325.25| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0066 642(B) 0096 1.000 LSUM | 80000.00000 80000.00| 80000.00000 80000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 80,000.00| $ 80,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 370 -10 TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : 120139 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730731258 |( 4 ) 730703325 |( ) |HASKELL LEMON CONST. CO. |EVANS & ASSOCIATES CONST. CO |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0067 220 2800 1.000 LSUM | 2000.00000 2000.00| 15000.00000 15000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0068 640(A) 1426 1.000 EA | 10000.00000 10000.00| 25000.00000 25000.00| FIELD OFFICE | | |0069 641 1552 1.000 LSUM | 120000.00000 120000.00| 365000.00000 365000.00| MOBILIZATION | | |0070 643 0087 1.000 LSUM | 60000.00000 60000.00| 150000.00000 150000.00| (SP)CONTRACTORS QUALITY CONTROL | | | SECTION TOTALS | $ 192,000.00| $ 555,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,130,019.34| $ 8,401,785.94| $==================================================================================================================================== COST PLUS TIME TOTALS | $ 8,930,019.34| $ 9,186,785.94 | $ 0.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 380 -1 TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : 130047 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS SAFETY IMPROVEMENT (CABLE BARRIER) RURAL PROJECT(S) : HSIPIG-0035-4(245)193TR I-35: FROM US-64, EXTEND NORTH.
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 618,869.50 97.8924% 100.0000% 1 731270093 -- FULSOM CONSTRUCTION COMPANY., INC. $ 632,193.85 100.0000% 102.1530% 2 731213020 -- ACTION SAFETY SUPPLY CO. $ 657,462.25 103.9969% 106.2360% 3 730960939 -- MIDSTATE TRAFFIC CONTROL, INC. $ 755,747.75 119.5437% 122.1175% 4 841617208 -- JLT CONTRACTING, LLC $ 784,501.25 124.0919% 126.7636%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731270093 |( 2 ) 731213020 |ENGINEER'S ESTIMATE |FULSOM CONSTRUCTION COMPANY. |ACTION SAFETY SUPPLY CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC CONTROL | | |0001 876(A) 8482 45.000 SD | 25.00000 1125.00| 40.00000 1800.00| 4.00000 180.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0002 880(A) 8812 45.000 SD | 9.00000 405.00| 10.00000 450.00| 0.50000 22.50 ARROW DISPLAY(TYPE C) | | |0003 880(B) 8818 1395.000 SD | 0.20000 279.00| 0.15000 209.25| 0.10000 139.50 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0004 880(B) 8821 1080.000 SD | 0.70000 756.00| 0.25000 270.00| 1.00000 1080.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0005 880(B) 8824 990.000 SD | 1.25000 1237.50| 1.25000 1237.50| 1.00000 990.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0006 880(C) 8842 675.000 SD | 0.45000 303.75| 0.20000 135.00| 0.02000 13.50 CONSTRUCTION BARRICADES(TYPE III) | | |0007 880(C) 8848 180.000 SD | 1.00000 180.00| 0.25000 45.00| 0.05000 9.00 WING BARRICADES | | |0008 880(E) 8860 1845.000 SD | 0.10000 184.50| 0.25000 461.25| 0.02000 36.90 WARNING LIGHTS(TYPE A) | | |0009 880(F) 8878 1350.000 SD | 0.10000 135.00| 1.00000 1350.00| 0.50000 675.00 DRUMS | | |0010 880(G) 8890 12825.000 SD | 0.10000 1282.50| 1.00000 12825.00| 0.02000 256.50 CHANNELIZER CONES | | |0011 880(L) 8911 160.000 HOUR | 58.00000 9280.00| 50.00000 8000.00| 53.00000 8480.00 TRAFFIC SURVEILLANCE, POLICE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 380 -2 TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : 130047 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731270093 |( 2 ) 731213020 |ENGINEER'S ESTIMATE |FULSOM CONSTRUCTION COMPANY. |ACTION SAFETY SUPPLY CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 882(A) 8306 180.000 SD | 16.00000 2880.00| 10.00000 1800.00| 1.00000 180.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 18,048.25| $ 28,583.00| $ 12,062.90------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 CABLE BARRIER | | |0013 202(A) 0183 4959.000 CY | 4.50000 22315.50| 5.00000 24795.00| 4.00000 19836.00 UNCLASSIFIED EXCAVATION | | |0014 221(C) 2801 1150.000 LF | 1.85000 2127.50| 3.00000 3450.00| 0.27000 310.50 TEMPORARY SILT FENCE | | |0015 221(D) 2803 11.000 EA | 130.00000 1430.00| 200.00000 2200.00| 40.00000 440.00 TEMPORARY SEDIMENT FILTER | | |0016 221(F) 0100 1120.000 LF | 6.50000 7280.00| 3.00000 3360.00| 4.00000 4480.00 TEMPORARY SILT DIKE | | |0017 230(A) 2806 8143.000 SY | 1.20000 9771.60| 1.95000 15878.85| 2.17000 17670.31 SOLID SLAB SODDING | | |0018 241 2832 31.000 AC | 49.00000 1519.00| 10.00000 310.00| 89.00000 2759.00 MOWING | | |0019 402(E) 0225 3865.000 TON | 22.00000 85030.00| 30.00000 115950.00| 30.69000 118616.85 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0020 411(B) 5945 750.000 TON | 63.00000 47250.00| 84.00000 63000.00| 81.00000 60750.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0021 411(C) 5960 300.000 TON | 71.00000 21300.00| 90.00000 27000.00| 89.75000 26925.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0022 509(A) 0319 238.000 CY | 321.00000 76398.00| 300.00000 71400.00| 300.00000 71400.00 CLASS AA CONCRETE | | |0023 509(D) 0325 20.000 CY | 237.00000 4740.00| 120.00000 2400.00| 200.00000 4000.00 CLASS C CONCRETE | | |0024 612(C) 0645 2.000 EA | 2050.00000 4100.00| 1200.00000 2400.00| 2100.00000 4200.00 INLET ADJUST TO GRADE | | |0025 613(A) 0492 628.000 LF | 56.00000 35168.00| 50.00000 31400.00| 46.50000 29202.00 24" R.C.PIPE CLASS III | | |0026 613(M) 7197 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 2000.00000 4000.00 TYPE B6 CULVERT END TREATMENT | | |0027 628(B) 5125 22563.000 LF | 9.00000 203067.00| 9.00000 203067.00| 7.63000 172155.69 HIGH-TENSION CABLE BARRIER(TL-4) | | |0028 628(C) 5110 10.000 EA | 1975.00000 19750.00| 2000.00000 20000.00| 5000.00000 50000.00 END ANCHORS | | | SECTION TOTALS | $ 543,246.60| $ 588,610.85| $ 586,745.35------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 380 -3 TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : 130047 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731270093 |( 2 ) 731213020 |ENGINEER'S ESTIMATE |FULSOM CONSTRUCTION COMPANY. |ACTION SAFETY SUPPLY CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0029 642(B) 0096 1.000 LSUM | 1762.65000 1762.65| 5000.00000 5000.00| 800.00000 800.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 1,762.65| $ 5,000.00| $ 800.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0030 641 1552 1.000 LSUM | 55812.00000 55812.00| 10000.00000 10000.00| 57854.00000 57854.00 MOBILIZATION | | | SECTION TOTALS | $ 55,812.00| $ 10,000.00| $ 57,854.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 618,869.50| $ 632,193.85| $ 657,462.25====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 380 -4 TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : 130047 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730960939 |( 4 ) 841617208 |( ) |MIDSTATE TRAFFIC CONTROL, IN |JLT CONTRACTING, LLC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC CONTROL | | |0001 876(A) 8482 45.000 SD | 5.00000 225.00| 45.00000 2025.00| (PL)TRUCK MOUNTED ATTENUATOR | | |0002 880(A) 8812 45.000 SD | 20.00000 900.00| 13.65000 614.25| ARROW DISPLAY(TYPE C) | | |0003 880(B) 8818 1395.000 SD | 0.25000 348.75| 0.25000 348.75| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0004 880(B) 8821 1080.000 SD | 0.30000 324.00| 0.35000 378.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0005 880(B) 8824 990.000 SD | 1.00000 990.00| 1.50000 1485.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0006 880(C) 8842 675.000 SD | 0.50000 337.50| 0.30000 202.50| CONSTRUCTION BARRICADES(TYPE III) | | |0007 880(C) 8848 180.000 SD | 2.00000 360.00| 0.35000 63.00| WING BARRICADES | | |0008 880(E) 8860 1845.000 SD | 0.10000 184.50| 0.35000 645.75| WARNING LIGHTS(TYPE A) | | |0009 880(F) 8878 1350.000 SD | 0.15000 202.50| 1.20000 1620.00| DRUMS | | |0010 880(G) 8890 12825.000 SD | 0.10000 1282.50| 1.20000 15390.00| CHANNELIZER CONES | | |0011 880(L) 8911 160.000 HOUR | 68.00000 10880.00| 62.50000 10000.00| TRAFFIC SURVEILLANCE, POLICE | | |0012 882(A) 8306 180.000 SD | 5.00000 900.00| 15.00000 2700.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 16,934.75| $ 35,472.25| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 CABLE BARRIER | | |0013 202(A) 0183 4959.000 CY | 15.00000 74385.00| 11.50000 57028.50| UNCLASSIFIED EXCAVATION | | |0014 221(C) 2801 1150.000 LF | 1.00000 1150.00| 1.40000 1610.00| TEMPORARY SILT FENCE | | |0015 221(D) 2803 11.000 EA | 100.00000 1100.00| 115.00000 1265.00| TEMPORARY SEDIMENT FILTER | | |0016 221(F) 0100 1120.000 LF | 7.00000 7840.00| 8.65000 9688.00| TEMPORARY SILT DIKE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 380 -5 TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : 130047 COUNTIES : NOBLE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730960939 |( 4 ) 841617208 |( ) |MIDSTATE TRAFFIC CONTROL, IN |JLT CONTRACTING, LLC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 230(A) 2806 8143.000 SY | 2.00000 16286.00| 2.50000 20357.50| SOLID SLAB SODDING | | |0018 241 2832 31.000 AC | 50.00000 1550.00| 35.00000 1085.00| MOWING | | |0019 402(E) 0225 3865.000 TON | 38.00000 146870.00| 31.00000 119815.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0020 411(B) 5945 750.000 TON | 100.00000 75000.00| 89.00000 66750.00| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0021 411(C) 5960 300.000 TON | 112.00000 33600.00| 98.50000 29550.00| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0022 509(A) 0319 238.000 CY | 300.00000 71400.00| 200.00000 47600.00| CLASS AA CONCRETE | | |0023 509(D) 0325 20.000 CY | 275.00000 5500.00| 305.00000 6100.00| CLASS C CONCRETE | | |0024 612(C) 0645 2.000 EA | 1600.00000 3200.00| 1330.00000 2660.00| INLET ADJUST TO GRADE | | |0025 613(A) 0492 628.000 LF | 75.00000 47100.00| 74.00000 46472.00| 24" R.C.PIPE CLASS III | | |0026 613(M) 7197 2.000 EA | 2000.00000 4000.00| 1140.00000 2280.00| TYPE B6 CULVERT END TREATMENT | | |0027 628(B) 5125 22563.000 LF | 9.00000 203067.00| 11.00000 248193.00| HIGH-TENSION CABLE BARRIER(TL-4) | | |0028 628(C) 5110 10.000 EA | 1500.00000 15000.00| 1105.00000 11050.00| END ANCHORS | | | SECTION TOTALS | $ 707,048.00| $ 671,504.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0029 642(B) 0096 1.000 LSUM | 8000.00000 8000.00| 6820.00000 6820.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 8,000.00| $ 6,820.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0030 641 1552 1.000 LSUM | 23765.00000 23765.00| 70705.00000 70705.00| MOBILIZATION | | | SECTION TOTALS | $ 23,765.00| $ 70,705.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 755,747.75| $ 784,501.25| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -1 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 240 CALENDAR DAYS GRADE, DRAIN, SURFACE, AND BRIDGE URBAN PROJECT(S) : IMY-0044-1(060)127 I-44: EAST BOUND TO SOUTH BOUND RAMPS AT THE I-235 INTERCHANGE. PROJECT LENGTH = 1.198 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- PLUS B DAYS C DAYS ITEM TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME TIME: 10000 BID BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE 210 $ 8,033,844.01 $ 10,133,844.01 109.2502% 100.0000% 1 731133882 -- SHERWOOD CONSTRUCTION CO., INC. 180 $ 7,475,813.69 $ 9,275,813.69 100.0000% 91.5330% 2 731297069D -- ALLEN CONTR./ MANHATTAN RD. & BR. (JV) 210 $ 7,539,534.51 $ 9,639,534.51 103.9212% 95.1222% 3 420945831A -- DUIT CONST. CO, INC./TTK CONST. CO., INC 210 $ 8,221,172.57 $ 10,321,172.57 111.2697% 101.8485% 4 730731258 -- HASKELL LEMON CONST. CO. 210 $ 8,880,952.09 $ 10,980,952.09 118.3826% 108.3592%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 15000.00000 15000.00| 67887.14000 67887.14| 20000.00000 20000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 65479.000 CY | 6.50000 425613.50| 3.99000 261261.21| 4.50000 294655.50 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 74615.000 CY | 12.00000 895380.00| 3.99000 297713.85| 4.40000 328306.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 25000.00000 25000.00| 43571.63000 43571.63| 28000.00000 28000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(A) 2800 280.000 LF | 22.00000 6160.00| 16.15000 4522.00| 6.40000 1792.00 TEMPORARY SLOPE DRAINS | | |0006 221(C) 2801 9676.000 LF | 2.00000 19352.00| 1.55000 14997.80| 2.15000 20803.40 TEMPORARY SILT FENCE | | |0007 221(D) 2803 4.000 EA | 200.00000 800.00| 231.30000 925.20| 430.00000 1720.00 TEMPORARY SEDIMENT FILTER | | |0008 221(F) 0100 225.000 LF | 10.00000 2250.00| 7.88000 1773.00| 10.00000 2250.00 TEMPORARY SILT DIKE | | |0009 221(G) 0150 28.350 CY | 150.00000 4252.50| 118.86000 3369.68| 110.00000 3118.50 TEMPORARY ROCK FILTER DAM TYPE 1 | | |0010 221(G) 0152 35.170 CY | 100.00000 3517.00| 118.86000 4180.31| 185.00000 6506.45 TEMPORARY ROCK FILTER DAM TYPE 3 | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -2 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 230(A) 2806 50700.000 SY | 2.00000 101400.00| 1.58000 80106.00| 1.50000 76050.00 SOLID SLAB SODDING | | |0012 233(A) 2817 10.500 AC | 500.00000 5250.00| 544.11000 5713.16| 650.00000 6825.00 VEGETATIVE MULCHING | | |0013 241 2832 200.000 AC | 60.00000 12000.00| 94.42000 18884.00| 55.00000 11000.00 MOWING | | |0014 307(K) 4300 25423.090 SY | 5.00000 127115.45| 5.31000 134996.61| 5.00000 127115.45 STABILIZED SUBGRADE | | |0015 408 5774 3559.220 GAL | 5.00000 17796.10| 5.09000 18116.43| 3.25000 11567.47 PRIME COAT | | |0016 411(A) 5930 1503.010 TON | 70.00000 105210.70| 80.75000 121368.06| 60.00000 90180.60 SUPERPAVE, TYPE S2(PG 64-22 OK) | | |0017 411(B) 5935 587.520 TON | 80.00000 47001.60| 96.90000 56930.69| 75.00000 44064.00 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0018 411(B) 5945 5074.500 TON | 80.00000 405960.00| 83.23000 422350.64| 67.00000 339991.50 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0019 411(C) 5960 260.190 TON | 100.00000 26019.00| 116.77000 30382.39| 80.00000 20815.20 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0020 411(F) 6100 420.080 TON | 120.00000 50409.60| 136.65000 57403.93| 115.00000 48309.20 STONE MATRIX ASPHALT | | |0021 414(A) 0210 5729.940 SY | 15.00000 85949.10| 11.93000 68358.18| 14.00000 80219.16 P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0022 414(B) 5725 11591.040 SY | 17.00000 197047.68| 18.56000 215129.70| 16.00000 185456.64 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0023 414(G) 5275 4330.250 CY | 115.00000 497978.75| 120.18000 520409.45| 120.00000 519630.00 P.C. CONCRETE FOR PAVEMENT | | |0024 501(A) 0313 95.000 CY | 20.00000 1900.00| 6.21000 589.95| 40.00000 3800.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0025 504(E) 6190 6630.720 LF | 75.00000 497304.00| 85.96000 569976.69| 90.00000 596764.80 42" F-SHAPED PARAPET | | |0026 509(A) 0319 355.340 CY | 550.00000 195437.00| 483.00000 171629.22| 300.00000 106602.00 CLASS AA CONCRETE | | |0027 509(D) 0325 100.000 CY | 300.00000 30000.00| 263.50000 26350.00| 250.00000 25000.00 CLASS C CONCRETE | | |0028 510(A) 6334 189.000 SY | 550.00000 103950.00| 795.40000 150330.60| 1250.00000 236250.00 RETAINING WALL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -3 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0029 510(D) 0350 7402.000 SF | 2.00000 14804.00| 2.05000 15174.10| 1.75000 12953.50 (SP)GRAFFITI TREATMENT | | |0030 510(D) 6341 581.000 SY | 500.00000 290500.00| 693.12000 402702.72| 702.00000 407862.00 MSE RETAINING WALL | | |0031 511(A) 0332 64804.000 LB | 0.90000 58323.60| 1.12000 72580.48| 1.00000 64804.00 REINFORCING STEEL | | |0032 516(A) 6094 49.000 LF | 500.00000 24500.00| 1.00000 49.00| 500.00000 24500.00 DRILLED SHAFTS 48" DIAMETER | | |0033 516(A) 6096 98.000 LF | 850.00000 83300.00| 1.00000 98.00| 625.00000 61250.00 DRILLED SHAFTS 60" DIAMETER | | |0034 516(A) 6098 53.000 LF | 935.00000 49555.00| 741.42000 39295.26| 850.00000 45050.00 DRILLED SHAFTS 72" DIAMETER | | |0035 601(E) 1359 11935.000 TON | 27.00000 322245.00| 43.42000 518217.70| 50.00000 596750.00 TYPE II-A SPECIAL PLAIN RIPRAP | | |0036 601(F) 1361 2166.000 TON | 22.00000 47652.00| 32.18000 69701.88| 45.00000 97470.00 TYPE II-A FILTER BLANKET | | |0037 610(C) 0609 417.970 SY | 55.00000 22988.35| 43.69000 18261.11| 34.00000 14210.98 6" CONCRETE DIVIDING STRIP | | |0038 612(A) 0641 5.000 EA | 2000.00000 10000.00| 683.24000 3416.20| 2400.00000 12000.00 MANHOLES ADJUST TO GRADE | | |0039 612(C) 0645 5.000 EA | 2000.00000 10000.00| 869.59000 4347.95| 900.00000 4500.00 INLET ADJUST TO GRADE | | |0040 619(A) 0920 1.000 LSUM | 20000.00000 20000.00| 14732.70000 14732.70| 6000.00000 6000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0041 619(B) 0291 1.000 EA | 2500.00000 2500.00| 1863.41000 1863.41| 3500.00000 3500.00 REMOVAL OF HEADWALL | | |0042 619(B) 4725 4104.000 LF | 1.25000 5130.00| 1.55000 6361.20| 1.20000 4924.80 REMOVAL OF FENCE | | |0043 619(B) 4727 14414.000 SY | 5.00000 72070.00| 3.22000 46413.08| 6.50000 93691.00 REMOVAL OF CONCRETE PAVEMENT | | |0044 619(B) 4728 388.000 SY | 5.00000 1940.00| 8.70000 3375.60| 6.50000 2522.00 REMOVAL OF ASPHALT PAVEMENT | | |0045 619(B) 4780 1875.000 LF | 3.00000 5625.00| 2.75000 5156.25| 3.20000 6000.00 REMOVAL OF GUARDRAIL | | |0046 619(B) 5881 58.000 LF | 35.00000 2030.00| 21.12000 1224.96| 11.50000 667.00 REMOVAL OF CONCRETE DITCH LINER | | |0047 619(B) 5918 138.000 LF | 37.50000 5175.00| 18.02000 2486.76| 4.00000 552.00 REMOVAL OF EXISTING PIPE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -4 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0048 619(C) 0924 4595.000 LF | 3.50000 16082.50| 3.93000 18058.35| 3.90000 17920.50 SAWING PAVEMENT | | |0049 622(A) 4445 61.000 LF | 100.00000 6100.00| 127.67000 7787.87| 160.00000 9760.00 2" PIPE RAILING | | | SECTION TOTALS | $ 4,975,574.43| $ 4,620,532.10| $ 4,723,680.65------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE REMOVAL | | |0050 619(D) 1397 1.000 LSUM | 40000.00000 40000.00| 39878.17000 39878.17| 55000.00000 55000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 40,000.00| $ 39,878.17| $ 55,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'M' | | |0051 501(B) 1307 90.000 CY | 25.00000 2250.00| 20.18000 1816.20| 40.00000 3600.00 SUBSTRUCTURE EXCAVATION COMMON | | |0052 501(G) 6309 65.000 CY | 150.00000 9750.00| 116.89000 7597.85| 125.00000 8125.00 CLSM BACKFILL | | |0053 503(A) 1313 1299.500 LF | 225.00000 292387.50| 215.15000 279587.43| 230.00000 298885.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0054 504(A) 1304 222.200 SY | 150.00000 33330.00| 172.06000 38231.73| 175.00000 38885.00 APPROACH SLAB | | |0055 504(B) 1305 1392.200 SY | 6.00000 8353.20| 5.03000 7002.77| 4.50000 6264.90 SAW-CUT GROOVING | | |0056 504(C) 6250 60.000 LF | 350.00000 21000.00| 242.16000 14529.60| 235.00000 14100.00 SEALED EXPANSION JOINT | | |0057 504(E) 6190 783.500 LF | 90.00000 70515.00| 74.99000 58754.67| 90.00000 70515.00 42" F-SHAPED PARAPET | | |0058 506(A) 1322 1370.000 LB | 3.25000 4452.50| 2.15000 2945.50| 3.00000 4110.00 STRUCTURAL STEEL | | |0059 507(A) 6170 16.000 EA | 3500.00000 56000.00| 2145.81000 34332.96| 3000.00000 48000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0060 507(B) 6174 16.000 EA | 2600.00000 41600.00| 2170.10000 34721.60| 3000.00000 48000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0061 509(A) 1326 300.600 CY | 600.00000 180360.00| 618.49000 185918.09| 450.00000 135270.00 CLASS AA CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -5 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0062 509(B) 1328 382.300 CY | 600.00000 229380.00| 545.69000 208617.29| 600.00000 229380.00 CLASS A CONCRETE | | |0063 510(C) 6138 285.000 SY | 92.00000 26220.00| 87.43000 24917.55| 90.00000 25650.00 SLOPE WALL (5") | | |0064 511(A) 1332 2130.000 LB | 1.10000 2343.00| 0.92000 1959.60| 1.00000 2130.00 REINFORCING STEEL | | |0065 511(B) 6010 136530.000 LB | 1.05000 143356.50| 1.02000 139260.60| 1.05000 143356.50 EPOXY COATED REINFORCING STEEL | | |0066 514(A) 6010 86.000 LF | 30.00000 2580.00| 39.17000 3368.62| 45.00000 3870.00 PILES, FURNISHED (HP 10X42) | | |0067 514(A) 6011 140.000 LF | 34.00000 4760.00| 63.06000 8828.40| 55.00000 7700.00 PILES, FURNISHED (HP 12X53) | | |0068 514(B) 6292 86.000 LF | 30.00000 2580.00| 23.61000 2030.46| 20.00000 1720.00 PILES, DRIVEN (HP 10X42) | | |0069 514(B) 6294 140.000 LF | 34.00000 4760.00| 26.31000 3683.40| 20.00000 2800.00 PILES, DRIVEN (HP 12X53) | | |0070 514(K) 6260 105.000 LF | 60.00000 6300.00| 93.90000 9859.50| 125.00000 13125.00 (PL)PILOT HOLES | | |0071 515(A) 6013 1453.000 SY | 4.00000 5812.00| 4.35000 6320.55| 4.00000 5812.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0072 516(A) 6094 139.500 LF | 700.00000 97650.00| 331.81000 46287.50| 425.00000 59287.50 DRILLED SHAFTS 48" DIAMETER | | |0073 516(A) 6100 68.000 LF | 1200.00000 81600.00| 1053.76000 71655.68| 1200.00000 81600.00 DRILLED SHAFTS 84" DIAMETER | | |0074 516(C) 6200 6.000 EA | 850.00000 5100.00| 1055.93000 6335.58| 2500.00000 15000.00 CROSSHOLE SONIC LOGGING | | |0075 516(D) 6400 1133.000 LF | 5.00000 5665.00| 7.98000 9041.34| 20.00000 22660.00 CSL ACCESS TUBES | | |0076 523(A) 6550 29.000 LF | 7.00000 203.00| 6.21000 180.09| 6.00000 174.00 SEALER CRACK PREPARATION | | |0077 523(B) 6560 1.000 GAL | 350.00000 350.00| 124.22000 124.22| 200.00000 200.00 SEALER RESIN | | |0078 535 6780 6.000 EA | 2000.00000 12000.00| 12422.70000 74536.20| 7500.00000 45000.00 ORNAMENTAL MEDALLION | | |0079 613(H) 6204 113.000 LF | 25.00000 2825.00| 21.55000 2435.15| 17.00000 1921.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0080 613(I) 6207 40.000 LF | 25.00000 1000.00| 33.07000 1322.80| 17.00000 680.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | | SECTION TOTALS | $ 1,354,482.70| $ 1,286,202.93| $ 1,337,820.90------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -6 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0081 509(A) 0319 60.800 CY | 400.00000 24320.00| 962.31000 58508.45| 750.00000 45600.00 CLASS AA CONCRETE | | |0082 516(A) 6096 196.000 LF | 780.00000 152880.00| 466.13000 91361.48| 650.00000 127400.00 DRILLED SHAFTS 60" DIAMETER | | |0083 804(A) 2915 8.960 CY | 500.00000 4480.00| 687.37000 6158.84| 550.00000 4928.00 STRUCTURAL CONCRETE | | |0084 804(B) 2916 5104.000 LB | 1.25000 6380.00| 1.72000 8778.88| 1.35000 6890.40 REINFORCING STEEL | | |0085 805(A) 8718 1.000 LSUM | 10000.00000 10000.00| 41242.22000 41242.22| 33000.00000 33000.00 (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE | | | & SIGNS | | |0086 805(A) 8720 1.000 LSUM | 3500.00000 3500.00| 27494.81000 27494.81| 22000.00000 22000.00 (PL)REMOVAL OF GROUND MOUNTED SIGNS | | |0087 805(A) 8722 1.000 LSUM | 5000.00000 5000.00| 4124.22000 4124.22| 3300.00000 3300.00 (PL)REMOVAL OF EXISTING SIGNS | | |0088 850(A) 8110 183.260 SF | 16.00000 2932.16| 27.50000 5039.65| 22.00000 4031.72 SHEET ALUMINUM SIGNS | | |0089 850(B) 8112 616.000 SF | 20.00000 12320.00| 30.25000 18634.00| 24.00000 14784.00 EXTRUDED ALUMINUM PANEL SIGNS | | |0090 850(B) 8114 1911.100 SF | 20.00000 38222.00| 30.25000 57810.78| 24.00000 45866.40 EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD | | | SIGNS) | | |0091 851(A) 3206 111.000 LF | 23.00000 2553.00| 20.62000 2288.82| 17.00000 1887.00 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0092 851(A) 3207 83.000 LF | 30.00000 2490.00| 23.37000 1939.71| 19.00000 1577.00 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | | |0093 851(A) 3210 58.000 LF | 42.00000 2436.00| 48.11000 2790.38| 38.00000 2204.00 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | | |0094 851(B) 3217 64.000 LF | 18.50000 1184.00| 19.25000 1232.00| 15.00000 960.00 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0095 851(B) 3218 31.000 LF | 22.00000 682.00| 24.75000 767.25| 20.00000 620.00 3"@7.58 GALV.STEEL PIPE POST | | |0096 851(B) 3219 44.000 LF | 25.00000 1100.00| 26.12000 1149.28| 20.00000 880.00 3 1/2"@9.11 GALV.STEEL PIPE POST | | |0097 851(C) 8324 144.000 LF | 8.00000 1152.00| 27.50000 3960.00| 22.00000 3168.00 2" SQUARE TUBE POST | | |0098 852(C) 0100 1.000 EA | 55000.00000 55000.00| 58253.38000 58253.38| 48000.00000 48000.00 OVHD.SN.STR., MONOTUBE TYPE A 70' | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -7 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0099 852(D) 0305 1.000 EA | 60000.00000 60000.00| 56328.25000 56328.25| 50000.00000 50000.00 OVHD.SN.STR., MONOTUBE TYPE B 75' | | |0100 852(D) 0310 1.000 EA | 65000.00000 65000.00| 68486.97000 68486.97| 70000.00000 70000.00 OVHD.SN.STR., MONOTUBE TYPE B 80' | | |0101 852(D) 0330 1.000 EA | 70000.00000 70000.00| 85678.04000 85678.04| 80000.00000 80000.00 OVHD.SN.STR., MONOTUBE TYPE B 100' | | |0102 853 9060 160.000 EA | 16.00000 2560.00| 7.97000 1275.20| 6.35000 1016.00 BARRIER DELINEATORS(TYPE 1, CODE 1) | | |0103 856(A) 8535 17130.000 LF | 0.50000 8565.00| 0.84000 14389.20| 0.65000 11134.50 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0104 856(A) 8540 3365.000 LF | 1.00000 3365.00| 1.37000 4610.05| 1.07000 3600.55 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0105 856(A) 8548 2545.000 LF | 2.00000 5090.00| 4.12000 10485.40| 3.25000 8271.25 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | |0106 856(B) 8525 12.000 EA | 200.00000 2400.00| 233.71000 2804.52| 185.00000 2220.00 TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, | | | WORDS. ETC.) | | |0107 871(A) 8325 2.000 EA | 20000.00000 40000.00| 28182.18000 56364.36| 23000.00000 46000.00 (SP)IMPACT ATTENUATOR | | | SECTION TOTALS | $ 583,611.16| $ 691,956.14| $ 639,338.82------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC LIGHTING | | |0108 516(A) 6094 55.000 LF | 550.00000 30250.00| 743.13000 40872.15| 650.00000 35750.00 DRILLED SHAFTS 48" DIAMETER | | |0109 610(A) 0602 21.000 SY | 50.00000 1050.00| 64.78000 1360.38| 55.00000 1155.00 4" CONCRETE SIDEWALK | | |0110 802(A) 8310 460.000 LF | 10.00000 4600.00| 19.50000 8970.00| 17.00000 7820.00 2" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | |0111 802(B) 8342 4040.000 LF | 5.00000 20200.00| 3.81000 15392.40| 3.30000 13332.00 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0112 803(A) 8065 7.000 EA | 300.00000 2100.00| 342.98000 2400.86| 290.00000 2030.00 PULL BOX(SIZE I) | | |0113 804(A) 2915 12.180 CY | 500.00000 6090.00| 476.36000 5802.06| 405.00000 4932.90 STRUCTURAL CONCRETE | | |0114 804(B) 2916 701.400 LB | 1.75000 1227.45| 1.65000 1157.31| 1.40000 981.96 REINFORCING STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -8 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0115 805(A) 8712 18.000 EA | 475.00000 8550.00| 304.88000 5487.84| 260.00000 4680.00 (PL)REMOVAL OF LIGHT POLE | | |0116 806(D) 8989 21.000 EA | 3000.00000 63000.00| 1803.84000 37880.64| 1550.00000 32550.00 40' MTG.HT.HL.PTP.(G.STL.) | | |0117 807 8092 2.000 EA | 590.00000 1180.00| 553.85000 1107.70| 470.00000 940.00 BREAKAWAY BASE (DES. B) | | |0118 809(A) 8090 27.000 EA | 400.00000 10800.00| 1223.31000 33029.37| 1075.00000 29025.00 ROADWAY LUMINAIRE | | |0119 809(E) 8103 8.000 EA | 1500.00000 12000.00| 1346.52000 10772.16| 1150.00000 9200.00 HIGH MAST LUMINAIRE | | |0120 810(A) 3118 1.000 EA | 2200.00000 2200.00| 3556.86000 3556.86| 3000.00000 3000.00 SERVICE POLE | | |0121 811 8038 9350.000 LF | 2.40000 22440.00| 2.22000 20757.00| 1.90000 17765.00 1/C NO.4 ELECTRICAL CONDUCTOR | | |0122 811 8046 2835.000 LF | 0.85000 2409.75| 0.95000 2693.25| 0.80000 2268.00 1/C NO.12 ELECTRICAL CONDUCTOR | | |0123 812 8068 1.000 EA | 20000.00000 20000.00| 21341.15000 21341.15| 18500.00000 18500.00 140' HIGH MAST POLE(G.STL.) | | |0124 813 8074 1.000 EA | 9000.00000 9000.00| 12525.22000 12525.22| 11000.00000 11000.00 HIGH MAST LOWERING DEVICE TYPE I | | | SECTION TOTALS | $ 217,097.20| $ 225,106.35| $ 194,929.86------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 TRAFFIC CONTROL | | |0125 857(A) 8839 26900.000 LF | 0.11000 2959.00| 0.40000 10760.00| 0.31000 8339.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0126 857(E) 8887 5000.000 EA | 0.55000 2750.00| 0.96000 4800.00| 0.75000 3750.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0127 857(F) 8006 7447.000 LF | 0.30000 2234.10| 0.30000 2234.10| 0.24000 1787.28 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0128 870(A) 8485 240.000 SD | 7.00000 1680.00| 16.50000 3960.00| 13.00000 3120.00 SAND FILLED IMPACT ATTENUATION MODULE | | |0129 871(B) 8705 40.000 SD | 25.00000 1000.00| 41.24000 1649.60| 33.00000 1320.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0130 876(A) 8482 90.000 SD | 15.00000 1350.00| 27.50000 2475.00| 22.00000 1980.00 (PL)TRUCK MOUNTED ATTENUATOR | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -9 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0131 877(B) 8484 3900.000 LF | 25.00000 97500.00| 19.97000 77883.00| 6.50000 25350.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0132 877(C) 8486 4538.000 LF | 5.00000 22690.00| 4.33000 19649.54| 5.00000 22690.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0133 880(A) 8812 200.000 SD | 5.00000 1000.00| 2.75000 550.00| 2.15000 430.00 ARROW DISPLAY(TYPE C) | | |0134 880(B) 8818 8850.000 SD | 0.50000 4425.00| 0.55000 4867.50| 0.45000 3982.50 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0135 880(B) 8821 4560.000 SD | 0.80000 3648.00| 0.55000 2508.00| 0.45000 2052.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0136 880(B) 8824 9840.000 SD | 1.00000 9840.00| 0.55000 5412.00| 0.45000 4428.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0137 880(B) 8827 460.000 SD | 4.50000 2070.00| 0.55000 253.00| 0.45000 207.00 CONSTRUCTION SIGNS 33.0 SF & OVER | | |0138 880(C) 8842 1260.000 SD | 0.55000 693.00| 0.14000 176.40| 0.11000 138.60 CONSTRUCTION BARRICADES(TYPE III) | | |0139 880(C) 8848 1920.000 SD | 4.00000 7680.00| 0.55000 1056.00| 0.45000 864.00 WING BARRICADES | | |0140 880(C) 8855 3490.000 SD | 4.00000 13960.00| 0.14000 488.60| 0.11000 383.90 DIRECTION INDICATOR BARRICADE | | |0141 880(D) 8854 720.000 SD | 0.50000 360.00| 0.14000 100.80| 0.11000 79.20 VERTICAL PANELS | | |0142 880(E) 8860 11590.000 SD | 0.50000 5795.00| 0.14000 1622.60| 0.11000 1274.90 WARNING LIGHTS(TYPE A) | | |0143 880(F) 8878 12690.000 SD | 0.15000 1903.50| 0.14000 1776.60| 0.11000 1395.90 DRUMS | | |0144 880(L) 8911 200.000 HOUR | 60.00000 12000.00| 68.32000 13664.00| 60.00000 12000.00 TRAFFIC SURVEILLANCE, POLICE | | |0145 882 8370 4800.000 SD | 30.00000 144000.00| 8.25000 39600.00| 6.50000 31200.00 (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | CHANGEABLE MESSAGE SIGN | | |0146 882 8372 2400.000 SD | 15.00000 36000.00| 8.25000 19800.00| 6.50000 15600.00 (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | TRAFFIC SENSOR (PTS) | | |0147 882 8374 480.000 SD | 15.00000 7200.00| 11.00000 5280.00| 8.60000 4128.00 (SP)SMART WORK ZONE | | | SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -10 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731297069D |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |ALLEN CONTR./ MANHATTAN RD. &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0148 882 8376 240.000 SD | 3.00000 720.00| 11.00000 2640.00| 8.60000 2064.00 (SP)SMART WORK ZONE SYSTEM-WEBSITE | | | SYSTEM | | |0149 882 8378 1.000 EA | 25000.00000 25000.00| 5636.44000 5636.44| 4400.00000 4400.00 (PL)SMART WORK ZONE SYSTEM SETUP | | |0150 882(A) 8306 700.000 SD | 5.00000 3500.00| 27.50000 19250.00| 22.00000 15400.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 411,957.60| $ 248,093.18| $ 168,364.28------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 STAKING | | |0151 642(B) 0096 1.000 LSUM | 35000.00000 35000.00| 56945.65000 56945.65| 30000.00000 30000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 35,000.00| $ 56,945.65| $ 30,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 CONSTRUCTION | | |0152 220 2800 1.000 LSUM | 10000.00000 10000.00| 3105.67000 3105.67| 4400.00000 4400.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0153 640(A) 1426 1.000 EA | 10000.00000 10000.00| 4969.08000 4969.08| 21000.00000 21000.00 FIELD OFFICE | | |0154 641 1552 1.000 LSUM | 396120.92000 396120.92| 299024.42000 299024.42| 365000.00000 365000.00 MOBILIZATION | | | SECTION TOTALS | $ 416,120.92| $ 307,099.17| $ 390,400.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,033,844.01| $ 7,475,813.69| $ 7,539,534.51==================================================================================================================================== COST PLUS TIME TOTALS | $ 10,133,844.01| $ 9,275,813.69 | $ 9,639,534.51====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -11 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 88107.34000 88107.34| 77000.00000 77000.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 65479.000 CY | 5.50000 360134.50| 8.50000 556571.50| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 74615.000 CY | 5.50000 410382.50| 11.50000 858072.50| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 110000.00000 110000.00| 80000.00000 80000.00| TYPE A-SALVAGED TOPSOIL | | |0005 221(A) 2800 280.000 LF | 11.34000 3175.20| 10.00000 2800.00| TEMPORARY SLOPE DRAINS | | |0006 221(C) 2801 9676.000 LF | 1.27000 12288.52| 2.50000 24190.00| TEMPORARY SILT FENCE | | |0007 221(D) 2803 4.000 EA | 202.24000 808.96| 500.00000 2000.00| TEMPORARY SEDIMENT FILTER | | |0008 221(F) 0100 225.000 LF | 8.65000 1946.25| 15.00000 3375.00| TEMPORARY SILT DIKE | | |0009 221(G) 0150 28.350 CY | 66.70000 1890.95| 100.00000 2835.00| TEMPORARY ROCK FILTER DAM TYPE 1 | | |0010 221(G) 0152 35.170 CY | 74.23000 2610.67| 100.00000 3517.00| TEMPORARY ROCK FILTER DAM TYPE 3 | | |0011 230(A) 2806 50700.000 SY | 1.75000 88725.00| 2.00000 101400.00| SOLID SLAB SODDING | | |0012 233(A) 2817 10.500 AC | 471.18000 4947.39| 660.00000 6930.00| VEGETATIVE MULCHING | | |0013 241 2832 200.000 AC | 81.76000 16352.00| 20.00000 4000.00| MOWING | | |0014 307(K) 4300 25423.090 SY | 4.50000 114403.91| 4.10000 104234.67| STABILIZED SUBGRADE | | |0015 408 5774 3559.220 GAL | 1.00000 3559.22| 2.00000 7118.44| PRIME COAT | | |0016 411(A) 5930 1503.010 TON | 75.33000 113221.74| 64.25000 96568.39| SUPERPAVE, TYPE S2(PG 64-22 OK) | | |0017 411(B) 5935 587.520 TON | 104.80000 61572.10| 74.75000 43917.12| SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0018 411(B) 5945 5074.500 TON | 70.46000 357549.27| 63.60000 322738.20| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -12 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(C) 5960 260.190 TON | 141.91000 36923.56| 94.00000 24457.86| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0020 411(F) 6100 420.080 TON | 141.91000 59613.55| 75.00000 31506.00| STONE MATRIX ASPHALT | | |0021 414(A) 0210 5729.940 SY | 47.03000 269479.08| 21.75000 124626.20| P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0022 414(B) 5725 11591.040 SY | 22.00000 255002.88| 24.00000 278184.96| DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0023 414(G) 5275 4330.250 CY | 117.00000 506639.25| 95.25000 412456.31| P.C. CONCRETE FOR PAVEMENT | | |0024 501(A) 0313 95.000 CY | 15.98000 1518.10| 30.00000 2850.00| STRUCTURAL EXCAVATION UNCLASSIFIED | | |0025 504(E) 6190 6630.720 LF | 78.00000 517196.16| 75.00000 497304.00| 42" F-SHAPED PARAPET | | |0026 509(A) 0319 355.340 CY | 513.72000 182545.26| 475.00000 168786.50| CLASS AA CONCRETE | | |0027 509(D) 0325 100.000 CY | 205.00000 20500.00| 250.00000 25000.00| CLASS C CONCRETE | | |0028 510(A) 6334 189.000 SY | 1054.06000 199217.34| 1150.00000 217350.00| RETAINING WALL | | |0029 510(D) 0350 7402.000 SF | 1.73000 12805.46| 2.00000 14804.00| (SP)GRAFFITI TREATMENT | | |0030 510(D) 6341 581.000 SY | 582.33000 338333.73| 1150.00000 668150.00| MSE RETAINING WALL | | |0031 511(A) 0332 64804.000 LB | 0.94000 60915.76| 1.00000 64804.00| REINFORCING STEEL | | |0032 516(A) 6094 49.000 LF | 569.86000 27923.14| 600.00000 29400.00| DRILLED SHAFTS 48" DIAMETER | | |0033 516(A) 6096 98.000 LF | 712.72000 69846.56| 800.00000 78400.00| DRILLED SHAFTS 60" DIAMETER | | |0034 516(A) 6098 53.000 LF | 861.37000 45652.61| 900.00000 47700.00| DRILLED SHAFTS 72" DIAMETER | | |0035 601(E) 1359 11935.000 TON | 57.25000 683278.75| 50.00000 596750.00| TYPE II-A SPECIAL PLAIN RIPRAP | | |0036 601(F) 1361 2166.000 TON | 28.64000 62034.24| 40.00000 86640.00| TYPE II-A FILTER BLANKET | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -13 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0037 610(C) 0609 417.970 SY | 46.06000 19251.70| 56.00000 23406.32| 6" CONCRETE DIVIDING STRIP | | |0038 612(A) 0641 5.000 EA | 1180.56000 5902.80| 2000.00000 10000.00| MANHOLES ADJUST TO GRADE | | |0039 612(C) 0645 5.000 EA | 2304.72000 11523.60| 2000.00000 10000.00| INLET ADJUST TO GRADE | | |0040 619(A) 0920 1.000 LSUM | 58795.72000 58795.72| 50000.00000 50000.00| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0041 619(B) 0291 1.000 EA | 9639.55000 9639.55| 4000.00000 4000.00| REMOVAL OF HEADWALL | | |0042 619(B) 4725 4104.000 LF | 2.06000 8454.24| 3.00000 12312.00| REMOVAL OF FENCE | | |0043 619(B) 4727 14414.000 SY | 6.00000 86484.00| 5.00000 72070.00| REMOVAL OF CONCRETE PAVEMENT | | |0044 619(B) 4728 388.000 SY | 5.00000 1940.00| 5.00000 1940.00| REMOVAL OF ASPHALT PAVEMENT | | |0045 619(B) 4780 1875.000 LF | 5.08000 9525.00| 4.00000 7500.00| REMOVAL OF GUARDRAIL | | |0046 619(B) 5881 58.000 LF | 38.01000 2204.58| 10.00000 580.00| REMOVAL OF CONCRETE DITCH LINER | | |0047 619(B) 5918 138.000 LF | 13.58000 1874.04| 10.00000 1380.00| REMOVAL OF EXISTING PIPE | | |0048 619(C) 0924 4595.000 LF | 3.75000 17231.25| 3.50000 16082.50| SAWING PAVEMENT | | |0049 622(A) 4445 61.000 LF | 141.78000 8648.58| 150.00000 9150.00| 2" PIPE RAILING | | | SECTION TOTALS | $ 5,342,576.01| $ 5,884,858.47| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE REMOVAL | | |0050 619(D) 1397 1.000 LSUM | 73775.57000 73775.57| 74000.00000 74000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 73,775.57| $ 74,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'M' | | |0051 501(B) 1307 90.000 CY | 32.31000 2907.90| 30.00000 2700.00| SUBSTRUCTURE EXCAVATION COMMON | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -14 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0052 501(G) 6309 65.000 CY | 170.28000 11068.20| 170.00000 11050.00| CLSM BACKFILL | | |0053 503(A) 1313 1299.500 LF | 208.00000 270296.00| 210.00000 272895.00| PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0054 504(A) 1304 222.200 SY | 169.06000 37565.13| 170.00000 37774.00| APPROACH SLAB | | |0055 504(B) 1305 1392.200 SY | 4.50000 6264.90| 4.50000 6264.90| SAW-CUT GROOVING | | |0056 504(C) 6250 60.000 LF | 346.68000 20800.80| 350.00000 21000.00| SEALED EXPANSION JOINT | | |0057 504(E) 6190 783.500 LF | 93.53000 73280.76| 92.00000 72082.00| 42" F-SHAPED PARAPET | | |0058 506(A) 1322 1370.000 LB | 3.40000 4658.00| 3.50000 4795.00| STRUCTURAL STEEL | | |0059 507(A) 6170 16.000 EA | 3187.49000 50999.84| 3300.00000 52800.00| STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0060 507(B) 6174 16.000 EA | 3187.49000 50999.84| 3300.00000 52800.00| STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0061 509(A) 1326 300.600 CY | 501.19000 150657.71| 490.00000 147294.00| CLASS AA CONCRETE | | |0062 509(B) 1328 382.300 CY | 494.89000 189196.45| 490.00000 187327.00| CLASS A CONCRETE | | |0063 510(C) 6138 285.000 SY | 111.09000 31660.65| 115.00000 32775.00| SLOPE WALL (5") | | |0064 511(A) 1332 2130.000 LB | 1.78000 3791.40| 1.80000 3834.00| REINFORCING STEEL | | |0065 511(B) 6010 136530.000 LB | 1.13000 154278.90| 1.15000 157009.50| EPOXY COATED REINFORCING STEEL | | |0066 514(A) 6010 86.000 LF | 34.49000 2966.14| 35.00000 3010.00| PILES, FURNISHED (HP 10X42) | | |0067 514(A) 6011 140.000 LF | 51.63000 7228.20| 52.00000 7280.00| PILES, FURNISHED (HP 12X53) | | |0068 514(B) 6292 86.000 LF | 11.62000 999.32| 12.00000 1032.00| PILES, DRIVEN (HP 10X42) | | |0069 514(B) 6294 140.000 LF | 11.62000 1626.80| 12.00000 1680.00| PILES, DRIVEN (HP 12X53) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -15 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0070 514(K) 6260 105.000 LF | 126.27000 13258.35| 130.00000 13650.00| (PL)PILOT HOLES | | |0071 515(A) 6013 1453.000 SY | 3.77000 5477.81| 3.85000 5594.05| WATER REPELLENT (VISUALLY INSPECTED) | | |0072 516(A) 6094 139.500 LF | 562.34000 78446.43| 575.00000 80212.50| DRILLED SHAFTS 48" DIAMETER | | |0073 516(A) 6100 68.000 LF | 1231.79000 83761.72| 1250.00000 85000.00| DRILLED SHAFTS 84" DIAMETER | | |0074 516(C) 6200 6.000 EA | 2323.64000 13941.84| 2400.00000 14400.00| CROSSHOLE SONIC LOGGING | | |0075 516(D) 6400 1133.000 LF | 6.77000 7670.41| 6.90000 7817.70| CSL ACCESS TUBES | | |0076 523(A) 6550 29.000 LF | 6.45000 187.05| 5.50000 159.50| SEALER CRACK PREPARATION | | |0077 523(B) 6560 1.000 GAL | 322.73000 322.73| 110.00000 110.00| SEALER RESIN | | |0078 535 6780 6.000 EA | 11234.80000 67408.80| 11500.00000 69000.00| ORNAMENTAL MEDALLION | | |0079 613(H) 6204 113.000 LF | 65.12000 7358.56| 45.00000 5085.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0080 613(I) 6207 40.000 LF | 29.56000 1182.40| 12.00000 480.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | | SECTION TOTALS | $ 1,350,263.04| $ 1,356,911.15| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0081 509(A) 0319 60.800 CY | 753.03000 45784.22| 760.00000 46208.00| CLASS AA CONCRETE | | |0082 516(A) 6096 196.000 LF | 645.45000 126508.20| 660.00000 129360.00| DRILLED SHAFTS 60" DIAMETER | | |0083 804(A) 2915 8.960 CY | 537.88000 4819.40| 560.00000 5017.60| STRUCTURAL CONCRETE | | |0084 804(B) 2916 5104.000 LB | 1.34000 6839.36| 1.35000 6890.40| REINFORCING STEEL | | |0085 805(A) 8718 1.000 LSUM | 32272.73000 32272.73| 30000.00000 30000.00| (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE | | | & SIGNS | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -16 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0086 805(A) 8720 1.000 LSUM | 21515.15000 21515.15| 22000.00000 22000.00| (PL)REMOVAL OF GROUND MOUNTED SIGNS | | |0087 805(A) 8722 1.000 LSUM | 3227.27000 3227.27| 5000.00000 5000.00| (PL)REMOVAL OF EXISTING SIGNS | | |0088 850(A) 8110 183.260 SF | 21.51000 3941.92| 21.00000 3848.46| SHEET ALUMINUM SIGNS | | |0089 850(B) 8112 616.000 SF | 23.66000 14574.56| 23.00000 14168.00| EXTRUDED ALUMINUM PANEL SIGNS | | |0090 850(B) 8114 1911.100 SF | 23.66000 45216.63| 24.00000 45866.40| EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD | | | SIGNS) | | |0091 851(A) 3206 111.000 LF | 16.13000 1790.43| 16.50000 1831.50| 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | | |0092 851(A) 3207 83.000 LF | 18.29000 1518.07| 19.00000 1577.00| 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | | |0093 851(A) 3210 58.000 LF | 37.65000 2183.70| 36.00000 2088.00| 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | | |0094 851(B) 3217 64.000 LF | 15.06000 963.84| 16.00000 1024.00| 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0095 851(B) 3218 31.000 LF | 19.36000 600.16| 20.00000 620.00| 3"@7.58 GALV.STEEL PIPE POST | | |0096 851(B) 3219 44.000 LF | 20.44000 899.36| 21.00000 924.00| 3 1/2"@9.11 GALV.STEEL PIPE POST | | |0097 851(C) 8324 144.000 LF | 21.51000 3097.44| 22.00000 3168.00| 2" SQUARE TUBE POST | | |0098 852(C) 0100 1.000 EA | 46257.57000 46257.57| 45000.00000 45000.00| OVHD.SN.STR., MONOTUBE TYPE A 70' | | |0099 852(D) 0305 1.000 EA | 49700.00000 49700.00| 50000.00000 50000.00| OVHD.SN.STR., MONOTUBE TYPE B 75' | | |0100 852(D) 0310 1.000 EA | 69063.63000 69063.63| 70000.00000 70000.00| OVHD.SN.STR., MONOTUBE TYPE B 80' | | |0101 852(D) 0330 1.000 EA | 77454.54000 77454.54| 78000.00000 78000.00| OVHD.SN.STR., MONOTUBE TYPE B 100' | | |0102 853 9060 160.000 EA | 6.24000 998.40| 7.00000 1120.00| BARRIER DELINEATORS(TYPE 1, CODE 1) | | |0103 856(A) 8535 17130.000 LF | 0.66000 11305.80| 0.68000 11648.40| TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -17 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0104 856(A) 8540 3365.000 LF | 1.08000 3634.20| 1.10000 3701.50| TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0105 856(A) 8548 2545.000 LF | 3.23000 8220.35| 3.50000 8907.50| TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | |0106 856(B) 8525 12.000 EA | 182.88000 2194.56| 200.00000 2400.00| TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, | | | WORDS. ETC.) | | |0107 871(A) 8325 2.000 EA | 22053.03000 44106.06| 22000.00000 44000.00| (SP)IMPACT ATTENUATOR | | | SECTION TOTALS | $ 628,687.55| $ 634,368.76| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC LIGHTING | | |0108 516(A) 6094 55.000 LF | 637.10000 35040.50| 600.00000 33000.00| DRILLED SHAFTS 48" DIAMETER | | |0109 610(A) 0602 21.000 SY | 198.41000 4166.61| 55.00000 1155.00| 4" CONCRETE SIDEWALK | | |0110 802(A) 8310 460.000 LF | 16.72000 7691.20| 16.00000 7360.00| 2" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | |0111 802(B) 8342 4040.000 LF | 3.27000 13210.80| 3.30000 13332.00| 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0112 803(A) 8065 7.000 EA | 294.05000 2058.35| 300.00000 2100.00| PULL BOX(SIZE I) | | |0113 804(A) 2915 12.180 CY | 408.40000 4974.31| 400.00000 4872.00| STRUCTURAL CONCRETE | | |0114 804(B) 2916 701.400 LB | 1.42000 995.99| 1.40000 981.96| REINFORCING STEEL | | |0115 805(A) 8712 18.000 EA | 261.37000 4704.66| 260.00000 4680.00| (PL)REMOVAL OF LIGHT POLE | | |0116 806(D) 8989 21.000 EA | 1546.47000 32475.87| 1600.00000 33600.00| 40' MTG.HT.HL.PTP.(G.STL.) | | |0117 807 8092 2.000 EA | 474.83000 949.66| 470.00000 940.00| BREAKAWAY BASE (DES. B) | | |0118 809(A) 8090 27.000 EA | 1048.77000 28316.79| 1000.00000 27000.00| ROADWAY LUMINAIRE | | |0119 809(E) 8103 8.000 EA | 1154.41000 9235.28| 1200.00000 9600.00| HIGH MAST LUMINAIRE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -18 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0120 810(A) 3118 1.000 EA | 3049.37000 3049.37| 3000.00000 3000.00| SERVICE POLE | | |0121 811 8038 9350.000 LF | 1.91000 17858.50| 1.90000 17765.00| 1/C NO.4 ELECTRICAL CONDUCTOR | | |0122 811 8046 2835.000 LF | 0.82000 2324.70| 0.80000 2268.00| 1/C NO.12 ELECTRICAL CONDUCTOR | | |0123 812 8068 1.000 EA | 18296.21000 18296.21| 18000.00000 18000.00| 140' HIGH MAST POLE(G.STL.) | | |0124 813 8074 1.000 EA | 10542.10000 10542.10| 10500.00000 10500.00| HIGH MAST LOWERING DEVICE TYPE I | | | SECTION TOTALS | $ 195,890.90| $ 190,153.96| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 TRAFFIC CONTROL | | |0125 857(A) 8839 26900.000 LF | 0.31000 8339.00| 0.31000 8339.00| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0126 857(E) 8887 5000.000 EA | 0.76000 3800.00| 0.80000 4000.00| (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0127 857(F) 8006 7447.000 LF | 0.23000 1712.81| 0.25000 1861.75| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0128 870(A) 8485 240.000 SD | 12.91000 3098.40| 14.00000 3360.00| SAND FILLED IMPACT ATTENUATION MODULE | | |0129 871(B) 8705 40.000 SD | 32.27000 1290.80| 35.00000 1400.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0130 876(A) 8482 90.000 SD | 21.51000 1935.90| 25.00000 2250.00| (PL)TRUCK MOUNTED ATTENUATOR | | |0131 877(B) 8484 3900.000 LF | 28.00000 109200.00| 22.00000 85800.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0132 877(C) 8486 4538.000 LF | 1.89000 8576.82| 8.50000 38573.00| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0133 880(A) 8812 200.000 SD | 2.15000 430.00| 2.50000 500.00| ARROW DISPLAY(TYPE C) | | |0134 880(B) 8818 8850.000 SD | 0.43000 3805.50| 0.45000 3982.50| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -19 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0135 880(B) 8821 4560.000 SD | 0.43000 1960.80| 0.45000 2052.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0136 880(B) 8824 9840.000 SD | 0.43000 4231.20| 0.45000 4428.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0137 880(B) 8827 460.000 SD | 0.43000 197.80| 0.45000 207.00| CONSTRUCTION SIGNS 33.0 SF & OVER | | |0138 880(C) 8842 1260.000 SD | 0.11000 138.60| 0.15000 189.00| CONSTRUCTION BARRICADES(TYPE III) | | |0139 880(C) 8848 1920.000 SD | 0.43000 825.60| 0.45000 864.00| WING BARRICADES | | |0140 880(C) 8855 3490.000 SD | 0.11000 383.90| 0.15000 523.50| DIRECTION INDICATOR BARRICADE | | |0141 880(D) 8854 720.000 SD | 0.11000 79.20| 0.15000 108.00| VERTICAL PANELS | | |0142 880(E) 8860 11590.000 SD | 0.11000 1274.90| 0.15000 1738.50| WARNING LIGHTS(TYPE A) | | |0143 880(F) 8878 12690.000 SD | 0.11000 1395.90| 0.15000 1903.50| DRUMS | | |0144 880(L) 8911 200.000 HOUR | 60.00000 12000.00| 100.00000 20000.00| TRAFFIC SURVEILLANCE, POLICE | | |0145 882 8370 4800.000 SD | 6.45000 30960.00| 8.00000 38400.00| (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | CHANGEABLE MESSAGE SIGN | | |0146 882 8372 2400.000 SD | 6.45000 15480.00| 8.00000 19200.00| (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | TRAFFIC SENSOR (PTS) | | |0147 882 8374 480.000 SD | 8.61000 4132.80| 9.00000 4320.00| (SP)SMART WORK ZONE | | | SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | | |0148 882 8376 240.000 SD | 8.61000 2066.40| 9.00000 2160.00| (SP)SMART WORK ZONE SYSTEM-WEBSITE | | | SYSTEM | | |0149 882 8378 1.000 EA | 4410.60000 4410.60| 5000.00000 5000.00| (PL)SMART WORK ZONE SYSTEM SETUP | | |0150 882(A) 8306 700.000 SD | 21.51000 15057.00| 25.00000 17500.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 236,783.93| $ 268,659.75| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 390 -20 TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : 120434 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 420945831A |( 4 ) 730731258 |( ) |DUIT CONST. CO, INC./TTK CON |HASKELL LEMON CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 STAKING | | |0151 642(B) 0096 1.000 LSUM | 52986.96000 52986.96| 40000.00000 40000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 52,986.96| $ 40,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 CONSTRUCTION | | |0152 220 2800 1.000 LSUM | 11178.69000 11178.69| 2000.00000 2000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0153 640(A) 1426 1.000 EA | 19029.92000 19029.92| 10000.00000 10000.00| FIELD OFFICE | | |0154 641 1552 1.000 LSUM | 310000.00000 310000.00| 420000.00000 420000.00| MOBILIZATION | | | SECTION TOTALS | $ 340,208.61| $ 432,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,221,172.57| $ 8,880,952.09| $==================================================================================================================================== COST PLUS TIME TOTALS | $ 10,321,172.57| $ 10,980,952.09 | $ 0.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 420 -1 TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : 130049 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04600 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : STP-255C(089)AG COUNTY ROAD (BRITTON RD): FROM INDIAN MERIDAN, EXTEND EAST. PROJECT LENGTH = 0.99 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 257,929.40 118.2449% 100.0000% 1 731250477 -- MARKWELL PAVING COMPANY, INC. $ 218,131.48 100.0000% 84.5702% 2 730655143 -- ATLAS PAVING COMPANY $ 219,453.90 100.6062% 85.0829% 3 731053214 -- SCHWARZ PAVING CO., INC. $ 241,885.41 110.8897% 93.7797% 4 730731258 -- HASKELL LEMON CONST. CO. $ 269,341.90 123.4769% 104.4247% 5 731204879 -- SILVER STAR CONSTRUCTION CO., INC. $ 323,200.00 148.1675% 125.3056% 6 731084433 -- T.J. CAMPBELL CONSTRUCTION. CO. $ 346,316.05 158.7648% 134.2678%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731250477 |( 2 ) 730655143 |ENGINEER'S ESTIMATE |MARKWELL PAVING COMPANY, INC |ATLAS PAVING COMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 221(C) 2801 500.000 LF | 3.00000 1500.00| 1.00000 500.00| 1.00000 500.00 TEMPORARY SILT FENCE | | |0002 303(A) 2100 302.500 CY | 38.00000 11495.00| 27.00000 8167.50| 38.00000 11495.00 AGGREGATE BASE TYPE A | | |0003 409(A) 4242 11038.000 SY | 1.20000 13245.60| 1.00000 11038.00| 0.90000 9934.20 FABRIC REINFORCEMENT | | |0004 409(B) 4268 2208.000 GAL | 3.00000 6624.00| 2.25000 4968.00| 3.25000 7176.00 BITUMINOUS BINDER | | |0005 411(B) 5945 305.000 TON | 85.00000 25925.00| 78.00000 23790.00| 85.00000 25925.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0006 411(C) 5955 1556.000 TON | 85.00000 132260.00| 78.00000 121368.00| 80.00000 124480.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0007 412 5267 11038.000 SY | 2.90000 32010.20| 1.10000 12141.80| 0.80000 8830.40 COLD MILLING PAVEMENT | | |0008 613(B) 0689 34.000 LF | 25.00000 850.00| 35.00000 1190.00| 35.00000 1190.00 18" CORR. GALV. STEEL PIPE | | |0009 613(L) 5726 4.000 EA | 500.00000 2000.00| 250.00000 1000.00| 300.00000 1200.00 18" PREFAB. CULVERT END SECTION, ROUND | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 420 -2 TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : 130049 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04600
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731250477 |( 2 ) 730655143 |ENGINEER'S ESTIMATE |MARKWELL PAVING COMPANY, INC |ATLAS PAVING COMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 619(B) 4728 1558.000 SY | 1.00000 1558.00| 2.00000 3116.00| 5.00000 7790.00 REMOVAL OF ASPHALT PAVEMENT | | |0011 619(C) 0924 609.000 LF | 2.00000 1218.00| 2.00000 1218.00| 0.50000 304.50 SAWING PAVEMENT | | | SECTION TOTALS | $ 228,685.80| $ 188,497.30| $ 198,825.10------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0012 855(A) 8812 20448.000 LF | 0.45000 9201.60| 0.66000 13495.68| 0.60000 12268.80 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0013 855(A) 8825 14.000 LF | 3.00000 42.00| 2.75000 38.50| 2.50000 35.00 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0014 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 1100.00000 1100.00| 1000.00000 1000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 14,243.60| $ 14,634.18| $ 13,303.80------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0015 641 1552 1.000 LSUM | 15000.00000 15000.00| 15000.00000 15000.00| 7325.00000 7325.00 MOBILIZATION | | | SECTION TOTALS | $ 15,000.00| $ 15,000.00| $ 7,325.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 257,929.40| $ 218,131.48| $ 219,453.90====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 420 -3 TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : 130049 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04600
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731053214 |( 4 ) 730731258 |( 5 ) 731204879 |SCHWARZ PAVING CO., INC. |HASKELL LEMON CONST. CO. |SILVER STAR CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 221(C) 2801 500.000 LF | 1.30000 650.00| 2.00000 1000.00| 2.10000 1050.00 TEMPORARY SILT FENCE | | |0002 303(A) 2100 302.500 CY | 60.00000 18150.00| 77.00000 23292.50| 79.60000 24079.00 AGGREGATE BASE TYPE A | | |0003 409(A) 4242 11038.000 SY | 0.90000 9934.20| 1.25000 13797.50| 1.00000 11038.00 FABRIC REINFORCEMENT | | |0004 409(B) 4268 2208.000 GAL | 3.25000 7176.00| 4.00000 8832.00| 4.30000 9494.40 BITUMINOUS BINDER | | |0005 411(B) 5945 305.000 TON | 68.00000 20740.00| 91.00000 27755.00| 111.00000 33855.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0006 411(C) 5955 1556.000 TON | 85.00000 132260.00| 82.50000 128370.00| 88.80000 138172.80 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0007 412 5267 11038.000 SY | 1.14000 12583.32| 1.40000 15453.20| 1.50000 16557.00 COLD MILLING PAVEMENT | | |0008 613(B) 0689 34.000 LF | 68.00000 2312.00| 100.00000 3400.00| 94.60000 3216.40 18" CORR. GALV. STEEL PIPE | | |0009 613(L) 5726 4.000 EA | 365.00000 1460.00| 500.00000 2000.00| 180.00000 720.00 18" PREFAB. CULVERT END SECTION, ROUND | | |0010 619(B) 4728 1558.000 SY | 1.80000 2804.40| 10.00000 15580.00| 11.60000 18072.80 REMOVAL OF ASPHALT PAVEMENT | | |0011 619(C) 0924 609.000 LF | 1.75000 1065.75| 1.00000 609.00| 2.10000 1278.90 SAWING PAVEMENT | | | SECTION TOTALS | $ 209,135.67| $ 240,089.20| $ 257,534.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0012 855(A) 8812 20448.000 LF | 0.63000 12882.24| 0.40000 8179.20| 0.40000 8179.20 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0013 855(A) 8825 14.000 LF | 26.25000 367.50| 5.25000 73.50| 5.20000 72.80 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0014 880(J) 8905 1.000 LSUM | 4500.00000 4500.00| 3000.00000 3000.00| 16700.00000 16700.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 17,749.74| $ 11,252.70| $ 24,952.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 420 -4 TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : 130049 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04600
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731053214 |( 4 ) 730731258 |( 5 ) 731204879 |SCHWARZ PAVING CO., INC. |HASKELL LEMON CONST. CO. |SILVER STAR CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0015 641 1552 1.000 LSUM | 15000.00000 15000.00| 18000.00000 18000.00| 40713.70000 40713.70 MOBILIZATION | | | SECTION TOTALS | $ 15,000.00| $ 18,000.00| $ 40,713.70------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 241,885.41| $ 269,341.90| $ 323,200.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 420 -5 TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : 130049 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04600
SET-ASIDE :
==================================================================================================================================== |( 6 ) 731084433 |( ) |( ) |T.J. CAMPBELL CONSTRUCTION. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 221(C) 2801 500.000 LF | 3.00000 1500.00| | TEMPORARY SILT FENCE | | |0002 303(A) 2100 302.500 CY | 50.00000 15125.00| | AGGREGATE BASE TYPE A | | |0003 409(A) 4242 11038.000 SY | 3.00000 33114.00| | FABRIC REINFORCEMENT | | |0004 409(B) 4268 2208.000 GAL | 3.75000 8280.00| | BITUMINOUS BINDER | | |0005 411(B) 5945 305.000 TON | 150.00000 45750.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0006 411(C) 5955 1556.000 TON | 100.00000 155600.00| | SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0007 412 5267 11038.000 SY | 2.05000 22627.90| | COLD MILLING PAVEMENT | | |0008 613(B) 0689 34.000 LF | 40.00000 1360.00| | 18" CORR. GALV. STEEL PIPE | | |0009 613(L) 5726 4.000 EA | 450.00000 1800.00| | 18" PREFAB. CULVERT END SECTION, ROUND | | |0010 619(B) 4728 1558.000 SY | 22.00000 34276.00| | REMOVAL OF ASPHALT PAVEMENT | | |0011 619(C) 0924 609.000 LF | 3.45000 2101.05| | SAWING PAVEMENT | | | SECTION TOTALS | $ 321,533.95| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0012 855(A) 8812 20448.000 LF | 0.45000 9201.60| | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0013 855(A) 8825 14.000 LF | 5.75000 80.50| | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0014 880(J) 8905 1.000 LSUM | 8000.00000 8000.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 17,282.10| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 420 -6 TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : 130049 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04600
SET-ASIDE :
==================================================================================================================================== |( 6 ) 731084433 |( ) |( ) |T.J. CAMPBELL CONSTRUCTION. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0015 641 1552 1.000 LSUM | 7500.00000 7500.00| | MOBILIZATION | | | SECTION TOTALS | $ 7,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 346,316.05| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 430 -1 TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : 130050 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) URBAN PROJECT(S) : SSR-255N(137)SR SH-3 (NORTHWEST EXPRESSWAY): FROM COUNCIL AVE, EXTEND SOUTHEAST IN OKLAHOMA CITY. PROJECT LENGTH = 1.150 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 469,110.00 116.8586% 100.0000% 1 731053214 -- SCHWARZ PAVING CO., INC. $ 401,434.00 100.0000% 85.5735% 2 730731258 -- HASKELL LEMON CONST. CO. $ 493,290.00 122.8820% 105.1544%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731053214 |( 2 ) 730731258 |ENGINEER'S ESTIMATE |SCHWARZ PAVING CO., INC. |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 407(C) 0300 8000.000 GAL | 3.00000 24000.00| 2.75000 22000.00| 3.25000 26000.00 POLYMER MODIFIED CATIONIC RAPID SET - 1 | | |0002 411(C) 5955 3500.000 TON | 90.00000 315000.00| 91.00000 318500.00| 106.00000 371000.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0003 412 5267 30500.000 SY | 3.00000 91500.00| 1.30000 39650.00| 2.50000 76250.00 COLD MILLING PAVEMENT | | | SECTION TOTALS | $ 430,500.00| $ 380,150.00| $ 473,250.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0004 855(A) 8812 13000.000 LF | 0.55000 7150.00| 0.40000 5200.00| 0.41000 5330.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0005 855(A) 8813 6000.000 LF | 0.60000 3600.00| 0.62000 3720.00| 0.62000 3720.00 TRAFFIC STRIPE(PLASTIC)(6" WIDE) | | |0006 855(A) 8814 300.000 LF | 1.20000 360.00| 3.50000 1050.00| 3.50000 1050.00 TRAFFIC STRIPE(PLASTIC)(8" WIDE) | | |0007 855(A) 8825 400.000 LF | 5.00000 2000.00| 3.60000 1440.00| 3.60000 1440.00 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0008 855(B) 8818 27.000 EA | 100.00000 2700.00| 82.00000 2214.00| 100.00000 2700.00 TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0009 855(B) 8821 14.000 EA | 200.00000 2800.00| 190.00000 2660.00| 200.00000 2800.00 TRAFFIC STRIPE(PLASTIC)(WORDS) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 430 -2 TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : 130050 COUNTIES : OKLAHOMA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 04000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731053214 |( 2 ) 730731258 |ENGINEER'S ESTIMATE |SCHWARZ PAVING CO., INC. |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 880(J) 8905 1.000 LSUM | 20000.00000 20000.00| 5000.00000 5000.00| 3000.00000 3000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 38,610.00| $ 21,284.00| $ 20,040.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 469,110.00| $ 401,434.00| $ 493,290.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 442 -1 TABULATION OF BIDS
CALL ORDER : 442 CONTRACT ID : 130053 COUNTIES : OTTAWA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 75 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-158B(190)SR US-59: FROM THE DELAWARE COUNTY LINE, EXTEND NORTHEAST. SSR-158B(191)SR PROJECT LENGTH = 7.882 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 2,066,112.50 113.3448% 100.0000% 1 208746250 -- GLOVER & ASSOCIATES, INC. $ 1,822,855.70 100.0000% 88.2264% 2 581401469 -- APAC-CENTRAL, INC. $ 1,913,677.76 104.9824% 92.6221% 3 431115991 -- SWIFT CONST. CO., INC. DBA SWIFT ASPHALT $ 2,029,291.65 111.3249% 98.2179%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-158B(190)SR | | |0001 303(A) 2100 470.000 CY | 50.00000 23500.00| 38.00000 17860.00| 56.82000 26705.40 AGGREGATE BASE TYPE A | | |0002 407(A) 4659 300.000 GAL | 1.75000 525.00| 4.82000 1446.00| 3.11000 933.00 FOG SEAL | | |0003 407(B) 0250 2950.000 GAL | 2.75000 8112.50| 2.00000 5900.00| 2.55000 7522.50 TACK COAT | | |0004 411(C) 5955 4365.000 TON | 75.00000 327375.00| 73.00000 318645.00| 72.69000 317291.85 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0005 412 5267 38910.000 SY | 2.50000 97275.00| 1.17000 45524.70| 1.27000 49415.70 COLD MILLING PAVEMENT | | |0006 414(E) 0225 6500.000 SY | 50.00000 325000.00| 25.00000 162500.00| 38.79000 252135.00 FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0007 414(G) 5275 1450.000 CY | 105.00000 152250.00| 115.00000 166750.00| 105.28000 152656.00 P.C. CONCRETE FOR PAVEMENT | | | SECTION TOTALS | $ 934,037.50| $ 718,625.70| $ 806,659.45------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC - SSR-158B(190)SR | | |0008 855(A) 8812 31500.000 LF | 0.62000 19530.00| 0.38000 11970.00| 0.34000 10710.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 442 -2 TABULATION OF BIDS
CALL ORDER : 442 CONTRACT ID : 130053 COUNTIES : OTTAWA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 855(A) 8814 3000.000 LF | 1.30000 3900.00| 0.79000 2370.00| 0.68000 2040.00 TRAFFIC STRIPE(PLASTIC)(8" WIDE) | | |0010 855(B) 3300 4.000 EA | 150.00000 600.00| 300.00000 1200.00| 250.68000 1002.72 TRAFFIC STRIPE (PLASTIC)(SYMBOLS, WORDS | | | ETC.) | | |0011 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 3500.00000 3500.00| 3509.48000 3509.48 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 29,030.00| $ 19,040.00| $ 17,262.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION - SSR-158B(190)SR | | |0012 641 1552 1.000 LSUM | 40000.00000 40000.00| 40000.00000 40000.00| 39335.35000 39335.35 MOBILIZATION | | | SECTION TOTALS | $ 40,000.00| $ 40,000.00| $ 39,335.35------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 ROADWAY - SSR-158B(191)SR | | |0013 303(A) 2100 100.000 CY | 50.00000 5000.00| 85.00000 8500.00| 71.41000 7141.00 AGGREGATE BASE TYPE A | | |0014 402(E) 0225 1920.000 TON | 18.00000 34560.00| 16.85000 32352.00| 19.35000 37152.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 8140.000 GAL | 2.75000 22385.00| 2.00000 16280.00| 2.55000 20757.00 TACK COAT | | |0016 411(C) 5955 11900.000 TON | 75.00000 892500.00| 73.00000 868700.00| 74.25000 883575.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0017 411(H) 6210 135.000 TON | 150.00000 20250.00| 140.00000 18900.00| 128.84000 17393.40 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0018 411(I) 6310 90.000 TON | 150.00000 13500.00| 140.00000 12600.00| 139.02000 12511.80 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0019 412 5267 10000.000 SY | 2.75000 27500.00| 4.00000 40000.00| 2.82000 28200.00 COLD MILLING PAVEMENT | | | SECTION TOTALS | $ 1,015,695.00| $ 997,332.00| $ 1,006,730.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC - SSR-158B(191)SR | | |0020 855(A) 8840 117000.000 LF | 0.35000 40950.00| 0.37000 43290.00| 0.34000 39780.00 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 442 -3 TABULATION OF BIDS
CALL ORDER : 442 CONTRACT ID : 130053 COUNTIES : OTTAWA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0021 855(B) 8818 4.000 EA | 200.00000 800.00| 117.00000 468.00| 100.27000 401.08 TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0022 855(B) 8821 2.000 EA | 300.00000 600.00| 300.00000 600.00| 250.68000 501.36 TRAFFIC STRIPE(PLASTIC)(WORDS) | | |0023 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 3500.00000 3500.00| 3008.12000 3008.12 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 47,350.00| $ 47,858.00| $ 43,690.56------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,066,112.50| $ 1,822,855.70| $ 1,913,677.76====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 442 -4 TABULATION OF BIDS
CALL ORDER : 442 CONTRACT ID : 130053 COUNTIES : OTTAWA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 431115991 |( ) |( ) |SWIFT CONST. CO., INC. DBA S | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - SSR-158B(190)SR | | |0001 303(A) 2100 470.000 CY | 45.00000 21150.00| | AGGREGATE BASE TYPE A | | |0002 407(A) 4659 300.000 GAL | 5.00000 1500.00| | FOG SEAL | | |0003 407(B) 0250 2950.000 GAL | 2.65000 7817.50| | TACK COAT | | |0004 411(C) 5955 4365.000 TON | 67.55000 294855.75| | SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0005 412 5267 38910.000 SY | 1.58000 61477.80| | COLD MILLING PAVEMENT | | |0006 414(E) 0225 6500.000 SY | 67.75000 440375.00| | FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0007 414(G) 5275 1450.000 CY | 103.00000 149350.00| | P.C. CONCRETE FOR PAVEMENT | | | SECTION TOTALS | $ 976,526.05| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC - SSR-158B(190)SR | | |0008 855(A) 8812 31500.000 LF | 0.34000 10710.00| | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0009 855(A) 8814 3000.000 LF | 0.68000 2040.00| | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | | |0010 855(B) 3300 4.000 EA | 250.00000 1000.00| | TRAFFIC STRIPE (PLASTIC)(SYMBOLS, WORDS | | | ETC.) | | |0011 880(J) 8905 1.000 LSUM | 3000.00000 3000.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 16,750.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION - SSR-158B(190)SR | | |0012 641 1552 1.000 LSUM | 93000.00000 93000.00| | MOBILIZATION | | | SECTION TOTALS | $ 93,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 442 -5 TABULATION OF BIDS
CALL ORDER : 442 CONTRACT ID : 130053 COUNTIES : OTTAWA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 431115991 |( ) |( ) |SWIFT CONST. CO., INC. DBA S | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 ROADWAY - SSR-158B(191)SR | | |0013 303(A) 2100 100.000 CY | 45.00000 4500.00| | AGGREGATE BASE TYPE A | | |0014 402(E) 0225 1920.000 TON | 17.38000 33369.60| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 8140.000 GAL | 2.65000 21571.00| | TACK COAT | | |0016 411(C) 5955 11900.000 TON | 67.55000 803845.00| | SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0017 411(H) 6210 135.000 TON | 90.00000 12150.00| | SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0018 411(I) 6310 90.000 TON | 90.00000 8100.00| | SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0019 412 5267 10000.000 SY | 1.58000 15800.00| | COLD MILLING PAVEMENT | | | SECTION TOTALS | $ 899,335.60| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC - SSR-158B(191)SR | | |0020 855(A) 8840 117000.000 LF | 0.34000 39780.00| | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0021 855(B) 8818 4.000 EA | 100.00000 400.00| | TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0022 855(B) 8821 2.000 EA | 250.00000 500.00| | TRAFFIC STRIPE(PLASTIC)(WORDS) | | |0023 880(J) 8905 1.000 LSUM | 3000.00000 3000.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 43,680.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,029,291.65| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 450 -1 TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : 130054 COUNTIES : PITTSBURG LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 90 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : BRO-161D(177)CI COUNTY ROAD (NS-410): OVER UNNAMED CREEK, 0.8 MILES SOUTH OF KREBS. PROJECT LENGTH = 0.114 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 482,679.59 113.4247% 100.0000% 1 731174172 -- HUB CONSTRUCTION, INC. $ 425,550.78 100.0000% 88.1642% 2 731419591 -- BRIDGECO CONTRACTORS, INC. $ 433,877.31 101.9566% 89.8893% 3 202558015 -- C-GAWF CONSTRUCTION, INC. $ 449,412.34 105.6072% 93.1078% 4 263895273 -- RRY SERVICES, LLC $ 547,521.56 128.6619% 113.4338% 5 760202042 -- SCR CONSTRUCTION CO., INC. $ 864,821.09 203.2239% 179.1708%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 7500.00000 7500.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 3477.000 CY | 6.49532 22584.23| 8.00000 27816.00| 8.50000 29554.50 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2406.000 CY | 9.50729 22874.54| 10.00000 24060.00| 8.50000 20451.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 5000.00000 5000.00| 5500.00000 5500.00| 4000.00000 4000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 75.000 LF | 2.84408 213.31| 4.00000 300.00| 3.00000 225.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 152.000 LF | 7.60225 1155.54| 8.00000 1216.00| 9.00000 1368.00 TEMPORARY SILT DIKE | | |0007 230(A) 2806 2108.000 SY | 2.85350 6015.18| 3.00000 6324.00| 4.00000 8432.00 SOLID SLAB SODDING | | |0008 233(A) 2817 1.730 AC | 614.62725 1063.31| 350.00000 605.50| 800.00000 1384.00 VEGETATIVE MULCHING | | |0009 303(B) 2110 415.910 CY | 40.16751 16706.07| 35.00000 14556.85| 70.00000 29113.70 AGGREGATE BASE TYPE B | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 450 -2 TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : 130054 COUNTIES : PITTSBURG LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 325 5271 1453.770 SY | 1.35253 1966.27| 2.50000 3634.43| 5.00000 7268.85 SEPARATOR FABRIC | | |0011 407(B) 0250 290.460 GAL | 3.68151 1069.33| 2.50000 726.15| 2.50000 726.15 TACK COAT | | |0012 408 5774 381.110 GAL | 7.09276 2703.12| 2.90000 1105.22| 3.00000 1143.33 PRIME COAT | | |0013 411(B) 5945 271.350 TON | 95.72994 25976.32| 100.00000 27135.00| 99.00000 26863.65 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0014 411(C) 5960 318.070 TON | 109.53110 34838.56| 110.00000 34987.70| 100.00000 31807.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0015 509(B) 0321 37.530 CY | 540.99973 20303.72| 800.00000 30024.00| 600.00000 22518.00 CLASS A CONCRETE | | |0016 509(D) 0325 7.000 CY | 314.84203 2203.89| 300.00000 2100.00| 300.00000 2100.00 CLASS C CONCRETE | | |0017 511(A) 0332 2704.330 LB | 1.14327 3091.78| 1.00000 2704.33| 2.00000 5408.66 REINFORCING STEEL | | |0018 613(B) 0690 25.000 LF | 33.70652 842.66| 35.00000 875.00| 37.00000 925.00 24" CORR. GALV. STEEL PIPE | | |0019 613(H) 0450 211.160 LF | 18.70005 3948.70| 10.00000 2111.60| 40.00000 8446.40 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0020 613(I) 1096 50.000 LF | 26.46546 1323.27| 10.00000 500.00| 7.00000 350.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0021 613(P) 0761 2.000 EA | 110.00000 220.00| 300.00000 600.00| 350.00000 700.00 24" GALV. STEEL CULVERT END SECTION | | | ROUND | | |0022 619(B) 4728 985.000 SY | 4.07050 4009.44| 4.00000 3940.00| 5.00000 4925.00 REMOVAL OF ASPHALT PAVEMENT | | |0023 855(A) 8812 2404.000 LF | 1.53575 3691.94| 1.00000 2404.00| 1.33000 3197.32 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0024 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 2500.00000 2500.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 191,801.18| $ 203,225.78| $ 220,907.56------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0025 501(B) 1307 60.000 CY | 12.03812 722.29| 15.00000 900.00| 15.00000 900.00 SUBSTRUCTURE EXCAVATION COMMON | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 450 -3 TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : 130054 COUNTIES : PITTSBURG LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0026 501(D) 6353 40.000 CY | 16.57607 663.04| 15.00000 600.00| 20.00000 800.00 UNCLASSIFIED BACKFILL | | |0027 503(B) 6144 272.500 LF | 220.00000 59950.00| 230.00000 62675.00| 215.50000 58723.75 PRESTRESSED CONCRETE DOUBLE TEE | | |0028 504(E) 1380 155.000 LF | 70.83788 10979.87| 80.00000 12400.00| 65.00000 10075.00 CONCRETE RAIL (TR1) | | |0029 509(A) 1326 37.600 CY | 384.52433 14458.11| 850.00000 31960.00| 550.00000 20680.00 CLASS AA CONCRETE | | |0030 509(B) 1328 28.200 CY | 606.04861 17090.57| 850.00000 23970.00| 550.00000 15510.00 CLASS A CONCRETE | | |0031 511(A) 1332 11420.000 LB | 1.01207 11557.84| 1.00000 11420.00| 1.05000 11991.00 REINFORCING STEEL | | |0032 514(A) 6010 140.000 LF | 32.68788 4576.30| 50.00000 7000.00| 36.00000 5040.00 PILES, FURNISHED (HP 10X42) | | |0033 514(B) 6292 140.000 LF | 11.81364 1653.91| 15.00000 2100.00| 30.00000 4200.00 PILES, DRIVEN (HP 10X42) | | |0034 601(B) 1353 670.000 TON | 38.32877 25680.28| 35.00000 23450.00| 45.00000 30150.00 TYPE I-A PLAIN RIPRAP | | |0035 601(C) 1355 145.000 TON | 31.25812 4532.43| 30.00000 4350.00| 40.00000 5800.00 TYPE I-A FILTER BLANKET | | |0036 619(D) 1397 1.000 LSUM | 11040.55556 11040.56| 10000.00000 10000.00| 7000.00000 7000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0037 623(F) 6033 4.000 EA | 2272.90480 9091.62| 3000.00000 12000.00| 2200.00000 8800.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | | SECTION TOTALS | $ 171,996.82| $ 202,825.00| $ 179,669.75------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0038 642(B) 0096 1.000 LSUM | 5000.00000 5000.00| 3500.00000 3500.00| 5500.00000 5500.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 5,000.00| $ 3,500.00| $ 5,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0039 220 2800 1.000 LSUM | 3308.14889 3308.15| 1000.00000 1000.00| 2800.00000 2800.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0040 641 1552 1.000 LSUM | 110573.43980 110573.44| 15000.00000 15000.00| 25000.00000 25000.00 MOBILIZATION | | | SECTION TOTALS | $ 113,881.59| $ 16,000.00| $ 27,800.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 482,679.59| $ 425,550.78| $ 433,877.31====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 450 -4 TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : 130054 COUNTIES : PITTSBURG LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 202558015 |( 4 ) 263895273 |( 5 ) 760202042 |C-GAWF CONSTRUCTION, INC. |RRY SERVICES, LLC |SCR CONSTRUCTION CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 15950.00000 15950.00| 16000.00000 16000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 3477.000 CY | 8.25000 28685.25| 7.50000 26077.50| 34.00000 118218.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2406.000 CY | 12.25000 29473.50| 20.00000 48120.00| 40.00000 96240.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 5000.00000 5000.00| 13000.00000 13000.00| 8000.00000 8000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 75.000 LF | 11.00000 825.00| 1.90000 142.50| 8.00000 600.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 152.000 LF | 11.00000 1672.00| 7.50000 1140.00| 13.00000 1976.00 TEMPORARY SILT DIKE | | |0007 230(A) 2806 2108.000 SY | 4.00000 8432.00| 3.00000 6324.00| 2.50000 5270.00 SOLID SLAB SODDING | | |0008 233(A) 2817 1.730 AC | 100.00000 173.00| 790.00000 1366.70| 700.00000 1211.00 VEGETATIVE MULCHING | | |0009 303(B) 2110 415.910 CY | 50.00000 20795.50| 63.00000 26202.33| 68.00000 28281.88 AGGREGATE BASE TYPE B | | |0010 325 5271 1453.770 SY | 2.00000 2907.54| 2.25000 3270.98| 4.00000 5815.08 SEPARATOR FABRIC | | |0011 407(B) 0250 290.460 GAL | 2.60000 755.20| 1.75000 508.31| 1.60000 464.74 TACK COAT | | |0012 408 5774 381.110 GAL | 2.87000 1093.79| 2.00000 762.22| 1.87000 712.68 PRIME COAT | | |0013 411(B) 5945 271.350 TON | 105.86000 28725.11| 96.00000 26049.60| 96.00000 26049.60 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0014 411(C) 5960 318.070 TON | 108.66000 34561.49| 98.00000 31170.86| 100.00000 31807.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0015 509(B) 0321 37.530 CY | 750.00000 28147.50| 1200.00000 45036.00| 1120.00000 42033.60 CLASS A CONCRETE | | |0016 509(D) 0325 7.000 CY | 750.00000 5250.00| 174.00000 1218.00| 1230.00000 8610.00 CLASS C CONCRETE | | |0017 511(A) 0332 2704.330 LB | 2.00000 5408.66| 1.65000 4462.14| 2.00000 5408.66 REINFORCING STEEL | | |0018 613(B) 0690 25.000 LF | 30.00000 750.00| 64.00000 1600.00| 55.00000 1375.00 24" CORR. GALV. STEEL PIPE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 450 -5 TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : 130054 COUNTIES : PITTSBURG LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 202558015 |( 4 ) 263895273 |( 5 ) 760202042 |C-GAWF CONSTRUCTION, INC. |RRY SERVICES, LLC |SCR CONSTRUCTION CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 613(H) 0450 211.160 LF | 30.00000 6334.80| 12.00000 2533.92| 10.00000 2111.60 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0020 613(I) 1096 50.000 LF | 30.00000 1500.00| 13.00000 650.00| 10.00000 500.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0021 613(P) 0761 2.000 EA | 325.00000 650.00| 425.00000 850.00| 500.00000 1000.00 24" GALV. STEEL CULVERT END SECTION | | | ROUND | | |0022 619(B) 4728 985.000 SY | 3.60000 3546.00| 3.00000 2955.00| 4.10000 4038.50 REMOVAL OF ASPHALT PAVEMENT | | |0023 855(A) 8812 2404.000 LF | 1.25000 3005.00| 1.00000 2404.00| 0.85000 2043.40 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0024 880(J) 8905 1.000 LSUM | 2700.00000 2700.00| 2400.00000 2400.00| 5000.00000 5000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 225,391.34| $ 264,194.06| $ 412,766.74------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0025 501(B) 1307 60.000 CY | 18.00000 1080.00| 12.00000 720.00| 34.00000 2040.00 SUBSTRUCTURE EXCAVATION COMMON | | |0026 501(D) 6353 40.000 CY | 18.00000 720.00| 41.00000 1640.00| 40.00000 1600.00 UNCLASSIFIED BACKFILL | | |0027 503(B) 6144 272.500 LF | 243.40000 66326.50| 245.00000 66762.50| 285.00000 77662.50 PRESTRESSED CONCRETE DOUBLE TEE | | |0028 504(E) 1380 155.000 LF | 65.00000 10075.00| 107.00000 16585.00| 200.00000 31000.00 CONCRETE RAIL (TR1) | | |0029 509(A) 1326 37.600 CY | 725.00000 27260.00| 360.00000 13536.00| 915.00000 34404.00 CLASS AA CONCRETE | | |0030 509(B) 1328 28.200 CY | 725.00000 20445.00| 900.00000 25380.00| 2200.00000 62040.00 CLASS A CONCRETE | | |0031 511(A) 1332 11420.000 LB | 1.35000 15417.00| 1.20000 13704.00| 2.00000 22840.00 REINFORCING STEEL | | |0032 514(A) 6010 140.000 LF | 46.00000 6440.00| 50.00000 7000.00| 80.00000 11200.00 PILES, FURNISHED (HP 10X42) | | |0033 514(B) 6292 140.000 LF | 18.00000 2520.00| 16.00000 2240.00| 180.00000 25200.00 PILES, DRIVEN (HP 10X42) | | |0034 601(B) 1353 670.000 TON | 41.50000 27805.00| 49.00000 32830.00| 90.39000 60561.30 TYPE I-A PLAIN RIPRAP | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 450 -6 TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : 130054 COUNTIES : PITTSBURG LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 202558015 |( 4 ) 263895273 |( 5 ) 760202042 |C-GAWF CONSTRUCTION, INC. |RRY SERVICES, LLC |SCR CONSTRUCTION CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0035 601(C) 1355 145.000 TON | 34.50000 5002.50| 44.00000 6380.00| 90.39000 13106.55 TYPE I-A FILTER BLANKET | | |0036 619(D) 1397 1.000 LSUM | 8500.00000 8500.00| 16000.00000 16000.00| 24000.00000 24000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0037 623(F) 6033 4.000 EA | 2395.00000 9580.00| 2300.00000 9200.00| 2600.00000 10400.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | | SECTION TOTALS | $ 201,171.00| $ 211,977.50| $ 376,054.35------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0038 642(B) 0096 1.000 LSUM | 3750.00000 3750.00| 7850.00000 7850.00| 4000.00000 4000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 3,750.00| $ 7,850.00| $ 4,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0039 220 2800 1.000 LSUM | 3600.00000 3600.00| 1500.00000 1500.00| 4000.00000 4000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0040 641 1552 1.000 LSUM | 15500.00000 15500.00| 62000.00000 62000.00| 68000.00000 68000.00 MOBILIZATION | | | SECTION TOTALS | $ 19,100.00| $ 63,500.00| $ 72,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 449,412.34| $ 547,521.56| $ 864,821.09====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 470 -1 TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : 130056 COUNTIES : POTTAWATOMIE LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 03000 CONTRACT DESCRIPTION : CONTRACT TIME : 20 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-263C(010)SR SH-270: FROM 11TH STREET IN MCCLOUD, EXTEND EAST. PROJECT LENGTH = 0.64 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 121,237.70 90.4881% 100.0000% 1 730731258 -- HASKELL LEMON CONST. CO. $ 133,981.95 100.0000% 110.5118% 2 731204879 -- SILVER STAR CONSTRUCTION CO., INC. $ 162,690.00 121.4268% 134.1909%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730731258 |( 2 ) 731204879 |ENGINEER'S ESTIMATE |HASKELL LEMON CONST. CO. |SILVER STAR CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 407(B) 0250 510.000 GAL | 2.40000 1224.00| 2.50000 1275.00| 4.00000 2040.00 TACK COAT | | |0002 411(D) 5970 1169.000 TON | 78.00000 91182.00| 93.00000 108717.00| 109.00000 127421.00 SUPERPAVE, TYPE S5(PG 70-28 OK) | | |0003 412 5267 12055.000 SY | 1.25000 15068.75| 1.30000 15671.50| 1.60000 19288.00 COLD MILLING PAVEMENT | | |0004 855(A) 8825 321.000 LF | 3.50000 1123.50| 0.95000 304.95| 1.05000 337.05 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0005 855(A) 8840 11827.000 LF | 0.35000 4139.45| 0.50000 5913.50| 0.55000 6504.85 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0006 880(J) 8905 1.000 LSUM | 8500.00000 8500.00| 2100.00000 2100.00| 7099.10000 7099.10 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 121,237.70| $ 133,981.95| $ 162,690.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 121,237.70| $ 133,981.95| $ 162,690.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 480 -1 TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : 130007 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 150 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : BRFY-164C(149) US-271: OVER BRYANT BRANCH CREEK, 7.4 MILES SOUTHWEST OF THE LEFLORE COUNTY LINE. PROJECT LENGTH = 0.313 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,678,835.20 94.0669% 100.0000% 1 731174172 -- HUB CONSTRUCTION, INC. $ 1,784,723.80 100.0000% 106.3073% 2 202558015 -- C-GAWF CONSTRUCTION, INC. $ 1,910,613.36 107.0537% 113.8059%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 202558015 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |C-GAWF CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 40000.00000 40000.00| 15000.00000 15000.00| 18000.00000 18000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 5716.000 CY | 6.00000 34296.00| 8.00000 45728.00| 11.25000 64305.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 8190.000 CY | 8.00000 65520.00| 8.50000 69615.00| 14.25000 116707.50 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 15000.00000 15000.00| 5000.00000 5000.00| 17000.00000 17000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 2978.000 LF | 3.00000 8934.00| 4.00000 11912.00| 2.45000 7296.10 TEMPORARY SILT FENCE | | |0006 221(F) 0100 182.000 LF | 10.00000 1820.00| 8.00000 1456.00| 11.85000 2156.70 TEMPORARY SILT DIKE | | |0007 230(A) 2806 16350.000 SY | 1.50000 24525.00| 2.50000 40875.00| 2.19000 35806.50 SOLID SLAB SODDING | | |0008 233(A) 2817 3.380 AC | 700.00000 2366.00| 300.00000 1014.00| 100.00000 338.00 VEGETATIVE MULCHING | | |0009 303(A) 2100 3501.000 CY | 40.00000 140040.00| 55.00000 192555.00| 47.00000 164547.00 AGGREGATE BASE TYPE A | | |0010 325 5271 7727.000 SY | 1.50000 11590.50| 2.00000 15454.00| 2.00000 15454.00 SEPARATOR FABRIC | | |0011 402(E) 0225 1162.000 TON | 30.00000 34860.00| 54.00000 62748.00| 25.00000 29050.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 480 -2 TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : 130007 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 202558015 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |C-GAWF CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 408 5774 5308.000 GAL | 3.50000 18578.00| 3.00000 15924.00| 3.25000 17251.00 PRIME COAT | | |0013 411(B) 5935 826.000 TON | 80.00000 66080.00| 95.00000 78470.00| 105.26000 86944.76 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0014 411(B) 5945 1747.000 TON | 70.00000 122290.00| 90.00000 157230.00| 96.38000 168375.86 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0015 411(C) 5950 733.000 TON | 100.00000 73300.00| 105.00000 76965.00| 113.86000 83459.38 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0016 411(C) 5960 643.000 TON | 90.00000 57870.00| 96.00000 61728.00| 104.68000 67309.24 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0017 509(D) 0325 47.400 CY | 260.00000 12324.00| 300.00000 14220.00| 300.00000 14220.00 CLASS C CONCRETE | | |0018 613(A) 0583 176.000 LF | 66.00000 11616.00| 75.00000 13200.00| 60.00000 10560.00 24" R.C.PIPE CLASS IV | | |0019 613(B) 0689 278.000 LF | 37.00000 10286.00| 25.00000 6950.00| 25.00000 6950.00 18" CORR. GALV. STEEL PIPE | | |0020 613(B) 0698 168.000 LF | 120.00000 20160.00| 85.00000 14280.00| 139.00000 23352.00 72" CORR. GALV. STEEL PIPE | | |0021 613(L) 5730 4.000 EA | 650.00000 2600.00| 850.00000 3400.00| 1275.00000 5100.00 24" PREFAB. CULVERT END SECTION, ROUND | | |0022 613(M) 7186 1.000 EA | 850.00000 850.00| 700.00000 700.00| 1500.00000 1500.00 TYPE A4 CULVERT END TREATMENT | | |0023 613(M) 7196 1.000 EA | 900.00000 900.00| 810.00000 810.00| 1500.00000 1500.00 TYPE A6 CULVERT END TREATMENT | | |0024 613(T) 1187 63.000 CY | 65.00000 4095.00| 50.00000 3150.00| 60.00000 3780.00 STANDARD BEDDING MATERIAL, CLASS C | | |0025 613(V) 1180 68.000 CY | 13.00000 884.00| 6.00000 408.00| 20.00000 1360.00 TRENCH EXCAVATION | | |0026 619(A) 0920 1.000 LSUM | 4500.00000 4500.00| 4500.00000 4500.00| 5000.00000 5000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0027 619(B) 4728 4783.000 SY | 3.00000 14349.00| 3.00000 14349.00| 2.50000 11957.50 REMOVAL OF ASPHALT PAVEMENT | | |0028 619(B) 4780 420.000 LF | 4.00000 1680.00| 3.00000 1260.00| 3.25000 1365.00 REMOVAL OF GUARDRAIL | | |0029 619(C) 0924 56.000 LF | 4.00000 224.00| 5.00000 280.00| 20.00000 1120.00 SAWING PAVEMENT | | |0030 623(A) 0932 787.500 LF | 20.00000 15750.00| 22.00000 17325.00| 18.80000 14805.00 BEAM GUARDRAIL W-BEAM SINGLE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 480 -3 TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : 130007 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 202558015 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |C-GAWF CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0031 623(G) 8590 4.000 EA | 2200.00000 8800.00| 2000.00000 8000.00| 2435.00000 9740.00 GUARDRAIL END TREATMENT (31") | | |0032 623(I) 8700 4.000 EA | 1700.00000 6800.00| 2000.00000 8000.00| 1500.00000 6000.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0033 624(C) 4458 2639.000 LF | 4.00000 10556.00| 6.50000 17153.50| 7.20000 19000.80 FENCE-STYLE SWF (4 BARBED WIRE) | | |0034 629(E) 5048 1.000 EA | 150.00000 150.00| 50.00000 50.00| 120.00000 120.00 REMOVE AND RESET MAILBOX | | | SECTION TOTALS | $ 843,593.50| $ 979,709.50| $ 1,031,431.34------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" | | |0035 501(B) 1307 80.000 CY | 20.00000 1600.00| 15.00000 1200.00| 20.00000 1600.00 SUBSTRUCTURE EXCAVATION COMMON | | |0036 501(F) 6352 5.000 CY | 65.00000 325.00| 60.00000 300.00| 300.00000 1500.00 GRANULAR BACKFILL | | |0037 501(G) 6309 122.000 CY | 110.00000 13420.00| 150.00000 18300.00| 120.00000 14640.00 CLSM BACKFILL | | |0038 503(A) 1311 597.000 LF | 180.00000 107460.00| 185.00000 110445.00| 210.00000 125370.00 PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0039 504(A) 1304 187.400 SY | 162.00000 30358.80| 175.00000 32795.00| 200.00000 37480.00 APPROACH SLAB | | |0040 504(B) 1305 855.600 SY | 5.00000 4278.00| 4.50000 3850.20| 5.05000 4320.78 SAW-CUT GROOVING | | |0041 504(D) 6245 381.000 LF | 66.00000 25146.00| 76.00000 28956.00| 65.00000 24765.00 CONCRETE RAIL (TR4) | | |0042 506(A) 1322 1050.000 LB | 2.50000 2625.00| 2.50000 2625.00| 4.00000 4200.00 STRUCTURAL STEEL | | |0043 507(A) 6172 8.000 EA | 750.00000 6000.00| 510.00000 4080.00| 1000.00000 8000.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0044 507(B) 6174 16.000 EA | 2400.00000 38400.00| 2200.00000 35200.00| 1500.00000 24000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0045 507(C) 6282 16.000 EA | 580.00000 9280.00| 150.00000 2400.00| 400.00000 6400.00 ELASTOMERIC BEARING PADS | | |0046 509(A) 0319 199.200 CY | 450.00000 89640.00| 550.00000 109560.00| 575.00000 114540.00 CLASS AA CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 480 -4 TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : 130007 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 202558015 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |C-GAWF CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0047 509(B) 0321 108.200 CY | 500.00000 54100.00| 550.00000 59510.00| 575.00000 62215.00 CLASS A CONCRETE | | |0048 509(D) 1331 3.100 CY | 415.00000 1286.50| 300.00000 930.00| 875.00000 2712.50 CLASS C CONCRETE | | |0049 511(B) 4269 61634.000 LB | 1.00000 61634.00| 1.10000 67797.40| 1.66000 102312.44 EPOXY COATED REINFORCING STEEL | | |0050 514(A) 6010 280.000 LF | 27.00000 7560.00| 45.00000 12600.00| 42.00000 11760.00 PILES, FURNISHED (HP 10X42) | | |0051 514(B) 6292 280.000 LF | 15.00000 4200.00| 10.00000 2800.00| 15.00000 4200.00 PILES, DRIVEN (HP 10X42) | | |0052 514(K) 6260 126.000 LF | 100.00000 12600.00| 130.00000 16380.00| 170.00000 21420.00 (PL)PILOT HOLES | | |0053 515(A) 6013 670.000 SY | 3.60000 2412.00| 5.00000 3350.00| 5.00000 3350.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0054 516(A) 6096 82.000 LF | 600.00000 49200.00| 725.00000 59450.00| 729.00000 59778.00 DRILLED SHAFTS 60" DIAMETER | | |0055 523(A) 6550 163.000 LF | 5.25000 855.75| 6.00000 978.00| 6.00000 978.00 SEALER CRACK PREPARATION | | |0056 523(B) 6560 1.800 GAL | 180.00000 324.00| 150.00000 270.00| 130.00000 234.00 SEALER RESIN | | |0057 601(B) 0536 773.000 TON | 35.00000 27055.00| 35.00000 27055.00| 43.20000 33393.60 TYPE I-A PLAIN RIPRAP | | |0058 601(C) 0538 306.000 TON | 34.00000 10404.00| 30.00000 9180.00| 37.20000 11383.20 TYPE I-A FILTER BLANKET | | |0059 613(H) 6204 84.000 LF | 20.00000 1680.00| 25.00000 2100.00| 30.00000 2520.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0060 613(I) 1096 60.000 LF | 20.00000 1200.00| 10.00000 600.00| 30.00000 1800.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0061 619(D) 1397 1.000 LSUM | 30000.00000 30000.00| 15000.00000 15000.00| 20000.00000 20000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 593,044.05| $ 627,711.60| $ 704,872.52------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0062 805(A) 8724 4.000 EA | 50.00000 200.00| 55.00000 220.00| 60.00000 240.00 (PL)REMOVAL OF EXISTING SIGNS | | |0063 805(D) 8756 2.000 EA | 60.00000 120.00| 210.00000 420.00| 220.00000 440.00 (PL)REMOVE & RESET EXISTING SIGNS | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 480 -5 TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : 130007 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 202558015 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |C-GAWF CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0064 850(A) 8110 15.000 SF | 18.50000 277.50| 18.00000 270.00| 18.00000 270.00 SHEET ALUMINUM SIGNS | | |0065 851(C) 8324 50.000 LF | 12.00000 600.00| 12.00000 600.00| 12.00000 600.00 2" SQUARE TUBE POST | | |0066 854(A) 8800 23240.000 LF | 0.35000 8134.00| 0.16000 3718.40| 0.18000 4183.20 TRAFFIC STRIPE(PAINT)(4" WIDE) | | |0067 856(A) 8530 11600.000 LF | 0.75000 8700.00| 1.00000 11600.00| 1.08000 12528.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0068 857(F) 8006 1600.000 LF | 1.00000 1600.00| 0.50000 800.00| 0.42000 672.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0069 877(B) 8484 2263.000 LF | 30.00000 67890.00| 25.00000 56575.00| 25.00000 56575.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0070 877(C) 8486 1405.000 LF | 5.00000 7025.00| 5.00000 7025.00| 10.00000 14050.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0071 880(B) 8818 5040.000 SD | 1.00000 5040.00| 0.02000 100.80| 0.03000 151.20 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0072 880(B) 8821 1260.000 SD | 0.50000 630.00| 1.30000 1638.00| 1.50000 1890.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0073 880(B) 8824 1860.000 SD | 2.50000 4650.00| 1.75000 3255.00| 1.80000 3348.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0074 880(C) 8842 1260.000 SD | 3.30000 4158.00| 1.75000 2205.00| 1.80000 2268.00 CONSTRUCTION BARRICADES(TYPE III) | | |0075 880(C) 8848 780.000 SD | 2.00000 1560.00| 0.30000 234.00| 0.30000 234.00 WING BARRICADES | | |0076 880(D) 8854 1890.000 SD | 0.66000 1247.40| 0.30000 567.00| 0.30000 567.00 VERTICAL PANELS | | |0077 880(E) 8860 4380.000 SD | 0.15000 657.00| 0.15000 657.00| 0.12000 525.60 WARNING LIGHTS(TYPE A) | | |0078 880(F) 8878 4725.000 SD | 0.15000 708.75| 0.30000 1417.50| 0.30000 1417.50 DRUMS | | | SECTION TOTALS | $ 113,197.65| $ 91,302.70| $ 99,959.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0079 642(B) 0096 1.000 LSUM | 12000.00000 12000.00| 15000.00000 15000.00| 14000.00000 14000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 12,000.00| $ 15,000.00| $ 14,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 480 -6 TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : 130007 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 202558015 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |C-GAWF CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0080 220 2800 1.000 LSUM | 5000.00000 5000.00| 2500.00000 2500.00| 5650.00000 5650.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0081 640(A) 1426 1.000 EA | 8000.00000 8000.00| 3500.00000 3500.00| 1200.00000 1200.00 FIELD OFFICE | | |0082 641 1552 1.000 LSUM | 104000.00000 104000.00| 65000.00000 65000.00| 53500.00000 53500.00 MOBILIZATION | | | SECTION TOTALS | $ 117,000.00| $ 71,000.00| $ 60,350.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,678,835.20| $ 1,784,723.80| $ 1,910,613.36====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 490 -1 TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : 130057 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : CIRB-264D(002)RB COUNTY ROAD (NS-425) : OVER THE KIAMICHI RIVER, 0.20 MILES SOUTH OF SH-2. PROJECT LENGTH = 0.141 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 889,433.05 92.3021% 100.0000% 1 731174172 -- HUB CONSTRUCTION, INC. $ 963,611.20 100.0000% 108.3399% 2 731427175 -- K & R BUILDERS, INC. $ 1,049,541.72 108.9176% 118.0012% 3 730764097A -- MANHATTAN ROAD & BRIDGE CO. $ 1,419,482.00 147.3086% 159.5940%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 20000.00000 20000.00| 5000.00000 5000.00| 13250.00000 13250.00 CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 20000.00000 20000.00| 36000.00000 36000.00| 38200.00000 38200.00 EARTHWORK | | |0003 221(C) 2801 950.000 LF | 2.50000 2375.00| 4.00000 3800.00| 3.65000 3467.50 TEMPORARY SILT FENCE | | |0004 221(F) 0100 200.000 LF | 7.50000 1500.00| 8.00000 1600.00| 9.25000 1850.00 TEMPORARY SILT DIKE | | |0005 230(A) 2806 4000.000 SY | 2.25000 9000.00| 3.00000 12000.00| 2.40000 9600.00 SOLID SLAB SODDING | | |0006 402(E) 0225 520.000 TON | 25.00000 13000.00| 35.00000 18200.00| 29.25000 15210.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0007 601(B) 0536 664.000 TON | 36.00000 23904.00| 40.00000 26560.00| 42.50000 28220.00 TYPE I-A PLAIN RIPRAP | | |0008 602(C) 4155 881.000 SY | 2.50000 2202.50| 2.00000 1762.00| 3.75000 3303.75 FILTER FABRIC | | |0009 623(A) 0932 50.000 LF | 20.00000 1000.00| 25.00000 1250.00| 20.00000 1000.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0010 623(F) 5686 4.000 EA | 2000.00000 8000.00| 2000.00000 8000.00| 1685.00000 6740.00 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 490 -2 TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : 130057 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 623(G) 8571 4.000 EA | 2500.00000 10000.00| 2400.00000 9600.00| 2400.00000 9600.00 GUARDRAIL END TREATMENT (GET) | | |0012 624(C) 4459 500.000 LF | 6.00000 3000.00| 6.50000 3250.00| 10.00000 5000.00 FENCE-STYLE SWF (5 BARBED WIRE) | | |0013 624(H) 5920 1.000 EA | 200.00000 200.00| 175.00000 175.00| 1000.00000 1000.00 (PL) GATE | | | SECTION TOTALS | $ 114,181.50| $ 127,197.00| $ 136,441.25------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0014 501(B) 1307 154.000 CY | 12.00000 1848.00| 15.00000 2310.00| 11.50000 1771.00 SUBSTRUCTURE EXCAVATION COMMON | | |0015 501(G) 6309 61.400 CY | 150.00000 9210.00| 150.00000 9210.00| 175.00000 10745.00 CLSM BACKFILL | | |0016 504(B) 1305 492.700 SY | 7.50000 3695.25| 6.00000 2956.20| 6.00000 2956.20 SAW-CUT GROOVING | | |0017 504(D) 6239 462.400 LF | 70.00000 32368.00| 78.00000 36067.20| 75.50000 34911.20 CONCRETE RAIL (TR3) | | |0018 506(A) 1322 125382.000 LB | 1.65000 206880.30| 1.90000 238225.80| 1.96000 245748.72 STRUCTURAL STEEL | | |0019 507(A) 6172 16.000 EA | 765.00000 12240.00| 1200.00000 19200.00| 1700.00000 27200.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0020 507(B) 6176 8.000 EA | 800.00000 6400.00| 1200.00000 9600.00| 1700.00000 13600.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0021 509(A) 1326 149.000 CY | 475.00000 70775.00| 650.00000 96850.00| 612.50000 91262.50 CLASS AA CONCRETE | | |0022 509(B) 1328 166.700 CY | 480.00000 80016.00| 650.00000 108355.00| 615.00000 102520.50 CLASS A CONCRETE | | |0023 511(A) 0332 52220.000 LB | 1.40000 73108.00| 1.00000 52220.00| 0.93000 48564.60 REINFORCING STEEL | | |0024 514(A) 6010 108.000 LF | 35.00000 3780.00| 50.00000 5400.00| 40.60000 4384.80 PILES, FURNISHED (HP 10X42) | | |0025 514(A) 6011 250.000 LF | 45.00000 11250.00| 60.00000 15000.00| 49.00000 12250.00 PILES, FURNISHED (HP 12X53) | | |0026 514(B) 6292 108.000 LF | 12.00000 1296.00| 15.00000 1620.00| 17.40000 1879.20 PILES, DRIVEN (HP 10X42) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 490 -3 TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : 130057 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0027 514(B) 6294 250.000 LF | 14.00000 3500.00| 15.00000 3750.00| 21.00000 5250.00 PILES, DRIVEN (HP 12X53) | | |0028 514(K) 6260 126.000 LF | 120.00000 15120.00| 150.00000 18900.00| 165.00000 20790.00 (PL)PILOT HOLES | | |0029 516(A) 6094 84.000 LF | 665.00000 55860.00| 975.00000 81900.00| 1272.00000 106848.00 DRILLED SHAFTS 48" DIAMETER | | |0030 535 6225 1.000 LSUM | 100000.00000 100000.00| 40000.00000 40000.00| 88000.00000 88000.00 HAUL AND ERECT STEEL BEAMS | | |0031 601(B) 1353 445.000 TON | 40.00000 17800.00| 40.00000 17800.00| 42.50000 18912.50 TYPE I-A PLAIN RIPRAP | | |0032 601(I) 6312 535.000 SY | 3.00000 1605.00| 30.00000 16050.00| 3.75000 2006.25 FILTER FABRIC (RIPRAP) | | |0033 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 3500.00000 3500.00| 4500.00000 4500.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 711,751.55| $ 778,914.20| $ 844,100.47------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0034 642(B) 0096 1.000 LSUM | 10000.00000 10000.00| 5500.00000 5500.00| 15000.00000 15000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 10,000.00| $ 5,500.00| $ 15,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0035 220 2800 1.000 LSUM | 3500.00000 3500.00| 2000.00000 2000.00| 6000.00000 6000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0036 641 1399 1.000 LSUM | 50000.00000 50000.00| 50000.00000 50000.00| 48000.00000 48000.00 MOBILIZATION | | | SECTION TOTALS | $ 53,500.00| $ 52,000.00| $ 54,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 889,433.05| $ 963,611.20| $ 1,049,541.72====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 490 -4 TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : 130057 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 25000.00000 25000.00| | CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 150000.00000 150000.00| | EARTHWORK | | |0003 221(C) 2801 950.000 LF | 3.50000 3325.00| | TEMPORARY SILT FENCE | | |0004 221(F) 0100 200.000 LF | 10.00000 2000.00| | TEMPORARY SILT DIKE | | |0005 230(A) 2806 4000.000 SY | 4.50000 18000.00| | SOLID SLAB SODDING | | |0006 402(E) 0225 520.000 TON | 35.00000 18200.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0007 601(B) 0536 664.000 TON | 50.00000 33200.00| | TYPE I-A PLAIN RIPRAP | | |0008 602(C) 4155 881.000 SY | 40.00000 35240.00| | FILTER FABRIC | | |0009 623(A) 0932 50.000 LF | 100.00000 5000.00| | BEAM GUARDRAIL W-BEAM SINGLE | | |0010 623(F) 5686 4.000 EA | 2500.00000 10000.00| | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0011 623(G) 8571 4.000 EA | 3000.00000 12000.00| | GUARDRAIL END TREATMENT (GET) | | |0012 624(C) 4459 500.000 LF | 10.00000 5000.00| | FENCE-STYLE SWF (5 BARBED WIRE) | | |0013 624(H) 5920 1.000 EA | 1000.00000 1000.00| | (PL) GATE | | | SECTION TOTALS | $ 317,965.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0014 501(B) 1307 154.000 CY | 20.00000 3080.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0015 501(G) 6309 61.400 CY | 200.00000 12280.00| | CLSM BACKFILL | | |0016 504(B) 1305 492.700 SY | 10.00000 4927.00| | SAW-CUT GROOVING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 490 -5 TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : 130057 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 504(D) 6239 462.400 LF | 90.00000 41616.00| | CONCRETE RAIL (TR3) | | |0018 506(A) 1322 125382.000 LB | 2.00000 250764.00| | STRUCTURAL STEEL | | |0019 507(A) 6172 16.000 EA | 1000.00000 16000.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0020 507(B) 6176 8.000 EA | 1200.00000 9600.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0021 509(A) 1326 149.000 CY | 750.00000 111750.00| | CLASS AA CONCRETE | | |0022 509(B) 1328 166.700 CY | 850.00000 141695.00| | CLASS A CONCRETE | | |0023 511(A) 0332 52220.000 LB | 1.25000 65275.00| | REINFORCING STEEL | | |0024 514(A) 6010 108.000 LF | 60.00000 6480.00| | PILES, FURNISHED (HP 10X42) | | |0025 514(A) 6011 250.000 LF | 85.00000 21250.00| | PILES, FURNISHED (HP 12X53) | | |0026 514(B) 6292 108.000 LF | 25.00000 2700.00| | PILES, DRIVEN (HP 10X42) | | |0027 514(B) 6294 250.000 LF | 25.00000 6250.00| | PILES, DRIVEN (HP 12X53) | | |0028 514(K) 6260 126.000 LF | 200.00000 25200.00| | (PL)PILOT HOLES | | |0029 516(A) 6094 84.000 LF | 1000.00000 84000.00| | DRILLED SHAFTS 48" DIAMETER | | |0030 535 6225 1.000 LSUM | 150000.00000 150000.00| | HAUL AND ERECT STEEL BEAMS | | |0031 601(B) 1353 445.000 TON | 50.00000 22250.00| | TYPE I-A PLAIN RIPRAP | | |0032 601(I) 6312 535.000 SY | 40.00000 21400.00| | FILTER FABRIC (RIPRAP) | | |0033 880(J) 8905 1.000 LSUM | 7500.00000 7500.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,004,017.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 490 -6 TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : 130057 COUNTIES : PUSHMATAHA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 02000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0034 642(B) 0096 1.000 LSUM | 15000.00000 15000.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 15,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0035 220 2800 1.000 LSUM | 7500.00000 7500.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0036 641 1399 1.000 LSUM | 75000.00000 75000.00| | MOBILIZATION | | | SECTION TOTALS | $ 82,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,419,482.00| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 500 -1 TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : 130058 COUNTIES : ROGER MILLS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : PLHD-FY12(006)DC SH-47: FROM 5.2 MILES EAST OF SH-30, EXTEND EAST. PROJECT LENGTH = 7.980 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,287,015.00 100.8976% 100.0000% 1 731130155 -- CASWELL CONTRACTING, INC. $ 1,275,565.30 100.0000% 99.1104% 2 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 1,450,391.00 113.7057% 112.6942% 3 730707928 -- CORNELL CONST. CO., INC. $ 1,546,016.31 121.2024% 120.1242% 4 202347198 -- R. K. HALL CONSTRUCTION, LTD. $ 1,608,807.23 126.1250% 125.0030% 5 470351868 -- DOBSON BROTHERS. CONST. CO. $ 1,681,543.87 131.8273% 130.6546%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731130155 |( 2 ) 730626847 |ENGINEER'S ESTIMATE |CASWELL CONTRACTING, INC. |THE CUMMINS CONSTRUCTION CO.,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5960 16013.000 TON | 73.00000 1168949.00| 75.67000 1211703.71| 85.25000 1365108.25 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0002 412 5267 10341.000 SY | 6.00000 62046.00| 3.18000 32884.38| 5.25000 54290.25 COLD MILLING PAVEMENT | | |0003 856(A) 8530 79800.000 LF | 0.65000 51870.00| 0.37000 29526.00| 0.37000 29526.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 856(A) 8555 30.000 LF | 5.00000 150.00| 5.67000 170.10| 5.55000 166.50 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0005 880(J) 8905 1.000 LSUM | 4000.00000 4000.00| 1281.11000 1281.11| 1300.00000 1300.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,287,015.00| $ 1,275,565.30| $ 1,450,391.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,287,015.00| $ 1,275,565.30| $ 1,450,391.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 500 -2 TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : 130058 COUNTIES : ROGER MILLS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730707928 |( 4 ) 202347198 |( 5 ) 470351868 |CORNELL CONST. CO., INC. |R. K. HALL CONSTRUCTION, LTD |DOBSON BROTHERS. CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5960 16013.000 TON | 93.54000 1497856.02| 96.18000 1540130.34| 101.00000 1617313.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0002 412 5267 10341.000 SY | 1.69000 17476.29| 3.89000 40226.49| 2.17000 22439.97 COLD MILLING PAVEMENT | | |0003 856(A) 8530 79800.000 LF | 0.33000 26334.00| 0.34000 27132.00| 0.47000 37506.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 856(A) 8555 30.000 LF | 5.00000 150.00| 5.15000 154.50| 10.58000 317.40 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0005 880(J) 8905 1.000 LSUM | 4200.00000 4200.00| 1163.90000 1163.90| 3967.50000 3967.50 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,546,016.31| $ 1,608,807.23| $ 1,681,543.87------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,546,016.31| $ 1,608,807.23| $ 1,681,543.87====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -1 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 440 CALENDAR DAYS BRIDGE AND APPROACHES URBAN PROJECT(S) : IMY-0044-2(437) I-44: OVER 177TH E. AVE (LYNN LANE), IN CATOOSA. PROJECT LENGTH = 0.586 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- PLUS B DAYS C DAYS ITEM TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME TIME: 10000 BID BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE 400 $ 13,550,889.04 $ 17,550,889.04 94.7526% 100.0000% 1 731133882 -- SHERWOOD CONSTRUCTION CO., INC. 350 $ 15,022,863.20 $ 18,522,863.20 100.0000% 105.5380% 2 731316732 -- BECCO CONTRACTORS, INC. 320 $ 15,549,193.76 $ 18,749,193.76 101.2219% 106.8276% 3 730764097A -- MANHATTAN ROAD & BRIDGE CO. 400 $ 19,444,685.77 $ 23,444,685.77 126.5716% 133.5812%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(A) 0183 70794.000 CY | 6.00000 424764.00| 6.29000 445294.26| 11.00000 778734.00 UNCLASSIFIED EXCAVATION | | |0002 202(D) 0184 1000.000 CY | 12.00000 12000.00| 2.00000 2000.00| 11.00000 11000.00 UNCLASSIFIED BORROW | | |0003 205(A) 4229 1.000 LSUM | 54500.00000 54500.00| 57162.11000 57162.11| 80000.00000 80000.00 TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 813.000 LF | 2.00000 1626.00| 2.52000 2048.76| 4.00000 3252.00 TEMPORARY SILT FENCE | | |0005 221(D) 2803 23.000 EA | 175.00000 4025.00| 217.56000 5003.88| 50.00000 1150.00 TEMPORARY SEDIMENT FILTER | | |0006 221(F) 0100 210.000 LF | 6.50000 1365.00| 7.42000 1558.20| 10.00000 2100.00 TEMPORARY SILT DIKE | | |0007 221(G) 0150 150.000 CY | 70.00000 10500.00| 58.32000 8748.00| 20.00000 3000.00 TEMPORARY ROCK FILTER DAM TYPE 1 | | |0008 230(A) 2806 78342.000 SY | 2.00000 156684.00| 1.45000 113595.90| 1.35000 105761.70 SOLID SLAB SODDING | | |0009 241 2832 9.300 AC | 95.00000 883.50| 68.82000 640.03| 65.00000 604.50 MOWING | | |0010 303(A) 2100 13519.000 CY | 35.00000 473165.00| 30.04000 406110.76| 30.00000 405570.00 AGGREGATE BASE TYPE A | | |0011 307(E) 4240 60338.000 SY | 2.00000 120676.00| 5.06000 305310.28| 4.75000 286605.50 CEMENTITIOUS STABILIZED SUBGRADE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -2 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 319(A) 5190 52737.000 SY | 11.50000 606475.50| 12.26000 646555.62| 11.00000 580107.00 OPEN-GRADED BITUMINOUS BASE | | |0013 325 5271 167307.000 SY | 1.25000 209133.75| 1.06000 177345.42| 1.00000 167307.00 SEPARATOR FABRIC | | |0014 326(B) 0100 500.000 SY | 4.00000 2000.00| 2.85000 1425.00| 2.00000 1000.00 GEOGRID REINFORCEMENT | | |0015 402(E) 0225 1219.000 TON | 25.00000 30475.00| 15.26000 18601.94| 13.00000 15847.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 408 5774 20860.000 GAL | 3.00000 62580.00| 4.48000 93452.80| 2.00000 41720.00 PRIME COAT | | |0017 411(B) 5935 643.000 TON | 85.00000 54655.00| 74.21000 47717.03| 75.00000 48225.00 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0018 411(B) 5945 1630.000 TON | 75.00000 122250.00| 64.95000 105868.50| 60.00000 97800.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0019 411(C) 5950 565.000 TON | 90.00000 50850.00| 89.05000 50313.25| 85.00000 48025.00 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0020 411(C) 5960 129.000 TON | 80.00000 10320.00| 78.77000 10161.33| 75.00000 9675.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 412 5267 1213.000 SY | 6.50000 7884.50| 11.66000 14143.58| 5.00000 6065.00 COLD MILLING PAVEMENT | | |0022 414(A) 0210 16413.000 SY | 12.00000 196956.00| 7.43000 121948.59| 10.00000 164130.00 P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0023 414(B) 5725 35787.000 SY | 15.00000 536805.00| 14.17000 507101.79| 15.00000 536805.00 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0024 414(G) 5275 15954.000 CY | 95.00000 1515630.00| 97.15000 1549931.10| 95.00000 1515630.00 P.C. CONCRETE FOR PAVEMENT | | |0025 501(A) 0313 102.000 CY | 12.00000 1224.00| 17.50000 1785.00| 15.00000 1530.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0026 504(E) 6190 4702.000 LF | 75.00000 352650.00| 84.45000 397083.90| 90.00000 423180.00 42" F-SHAPED PARAPET | | |0027 509(A) 0319 95.000 CY | 500.00000 47500.00| 518.48000 49255.60| 560.00000 53200.00 CLASS AA CONCRETE | | |0028 509(C) 0322 2.000 CY | 560.00000 1120.00| 816.47000 1632.94| 750.00000 1500.00 CLASS A CONCRETE, SMALL STRUCTURES | | |0029 509(D) 0325 698.000 CY | 250.00000 174500.00| 320.75000 223883.50| 340.00000 237320.00 CLASS C CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -3 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 511(A) 0332 14463.000 LB | 1.00000 14463.00| 0.87000 12582.81| 1.00000 14463.00 REINFORCING STEEL | | |0031 601(A) 0297 102.000 TON | 45.00000 4590.00| 43.16000 4402.32| 40.00000 4080.00 TYPE I PLAIN RIPRAP | | |0032 611(A) 2657 9.000 EA | 2000.00000 18000.00| 1452.20000 13069.80| 5000.00000 45000.00 MANHOLE (4' DIAMETER) | | |0033 611(G) 4012 1.000 EA | 5000.00000 5000.00| 6432.99000 6432.99| 8000.00000 8000.00 SPECIAL INLET DRAIN | | |0034 611(G) 5697 12.000 EA | 2800.00000 33600.00| 3841.57000 46098.84| 7250.00000 87000.00 INLET - LONGITUDINAL BARRIER - TYPE I, | | | DES.1 | | |0035 611(G) 5700 9.000 EA | 3000.00000 27000.00| 2483.08000 22347.72| 10500.00000 94500.00 INLET - LONGITUDINAL BARRIER - TYPE II, | | | DES. 2 | | |0036 611(G) 6000 6.000 EA | 2200.00000 13200.00| 1922.22000 11533.32| 4000.00000 24000.00 INLET (SMD-TYPE 1) | | |0037 613(A) 0491 1673.000 LF | 40.00000 66920.00| 62.50000 104562.50| 70.00000 117110.00 18" R.C.PIPE CLASS III | | |0038 613(A) 0492 648.000 LF | 60.00000 38880.00| 64.33000 41685.84| 80.00000 51840.00 24" R.C.PIPE CLASS III | | |0039 613(A) 0582 24.000 LF | 45.00000 1080.00| 106.93000 2566.32| 100.00000 2400.00 18" R.C.PIPE CLASS IV | | |0040 613(H) 0450 9300.000 LF | 5.00000 46500.00| 14.80000 137640.00| 10.00000 93000.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0041 613(I) 1096 246.000 LF | 13.00000 3198.00| 10.43000 2565.78| 15.00000 3690.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0042 613(L) 5726 3.000 EA | 475.00000 1425.00| 1185.48000 3556.44| 900.00000 2700.00 18" PREFAB. CULVERT END SECTION, ROUND | | |0043 613(Q) 5946 1.000 EA | 600.00000 600.00| 270.35000 270.35| 500.00000 500.00 OUTLET LATERAL HEADWALL | | |0044 619(A) 0920 1.000 LSUM | 10000.00000 10000.00| 12720.92000 12720.92| 20000.00000 20000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0045 619(B) 4728 33293.000 SY | 5.00000 166465.00| 2.36000 78571.48| 5.00000 166465.00 REMOVAL OF ASPHALT PAVEMENT | | |0046 623(A) 0932 175.000 LF | 20.00000 3500.00| 32.77000 5734.75| 22.00000 3850.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0047 623(F) 4446 2.000 EA | 2500.00000 5000.00| 3293.27000 6586.54| 2200.00000 4400.00 GUARDRAIL ANCHOR UNIT (TYPE A) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -4 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0048 627(A) 4317 3335.000 LF | 45.00000 150075.00| 34.43000 114824.05| 60.00000 200100.00 CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | | |0049 627(B) 4410 2.000 EA | 2000.00000 4000.00| 505.08000 1010.16| 5000.00000 10000.00 CONCRETE LONGITUDINAL BARRIER END | | | SECTIONS | | | SECTION TOTALS | $ 5,856,693.25| $ 5,994,442.00| $ 6,579,941.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 RETAINING WALL | | |0050 202(C) 0182 310.000 CY | 20.00000 6200.00| 25.79000 7994.90| 30.00000 9300.00 ROCK EXCAVATION | | |0051 501(B) 1307 2035.000 CY | 20.00000 40700.00| 18.94000 38542.90| 15.00000 30525.00 SUBSTRUCTURE EXCAVATION COMMON | | |0052 501(F) 6352 1925.000 CY | 20.00000 38500.00| 41.03000 78982.75| 30.00000 57750.00 GRANULAR BACKFILL | | |0053 501(G) 6309 167.000 CY | 150.00000 25050.00| 103.30000 17251.10| 65.00000 10855.00 CLSM BACKFILL | | |0054 510(A) 6333 390.000 SY | 700.00000 273000.00| 513.00000 200070.00| 585.00000 228150.00 RETAINING WALL | | |0055 510(B) 6334 2207.000 SY | 250.00000 551750.00| 250.92000 553780.44| 325.00000 717275.00 SOUND BARRIER WALL | | |0056 510(D) 6341 6006.000 SY | 230.00000 1381380.00| 500.51000 3006063.06| 400.00000 2402400.00 MSE RETAINING WALL | | |0057 516(A) 6092 189.000 LF | 320.00000 60480.00| 252.74000 47767.86| 200.00000 37800.00 DRILLED SHAFTS 36" DIAMETER | | |0058 516(A) 6093 673.000 LF | 300.00000 201900.00| 276.41000 186023.93| 300.00000 201900.00 DRILLED SHAFTS 42" DIAMETER | | |0059 624 4100 2621.000 LF | 80.00000 209680.00| 133.35000 349510.35| 80.00000 209680.00 (PL) ORNAMENTAL FENCE | | | SECTION TOTALS | $ 2,788,640.00| $ 4,485,987.29| $ 3,905,635.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'A' | | |0060 501(B) 1307 570.000 CY | 10.00000 5700.00| 18.94000 10795.80| 15.00000 8550.00 SUBSTRUCTURE EXCAVATION COMMON | | |0061 501(G) 6309 960.000 CY | 110.00000 105600.00| 95.77000 91939.20| 65.00000 62400.00 CLSM BACKFILL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -5 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0062 503(A) 1313 2985.000 LF | 180.00000 537300.00| 192.25000 573866.25| 190.00000 567150.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0063 504(A) 1304 1100.000 SY | 140.00000 154000.00| 132.44000 145684.00| 145.00000 159500.00 APPROACH SLAB | | |0064 504(B) 1305 4696.000 SY | 4.25000 19958.00| 4.72000 22165.12| 4.00000 18784.00 SAW-CUT GROOVING | | |0065 504(C) 6250 163.000 LF | 240.00000 39120.00| 243.36000 39667.68| 255.00000 41565.00 SEALED EXPANSION JOINT | | |0066 504(E) 1381 261.700 LF | 90.00000 23553.00| 67.89000 17766.81| 65.00000 17010.50 CONCRETE PARAPET | | |0067 504(E) 6190 523.400 LF | 90.00000 47106.00| 67.89000 35533.63| 65.00000 34021.00 42" F-SHAPED PARAPET | | |0068 506(A) 1322 6020.000 LB | 3.00000 18060.00| 2.94000 17698.80| 1.00000 6020.00 STRUCTURAL STEEL | | |0069 507(A) 6170 30.000 EA | 2300.00000 69000.00| 2028.70000 60861.00| 2500.00000 75000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0070 507(B) 6174 60.000 EA | 2500.00000 150000.00| 2028.70000 121722.00| 2500.00000 150000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0071 509(A) 1326 1364.600 CY | 450.00000 614070.00| 360.51000 491951.95| 400.00000 545840.00 CLASS AA CONCRETE | | |0072 509(B) 1328 887.000 CY | 400.00000 354800.00| 403.42000 357833.54| 400.00000 354800.00 CLASS A CONCRETE | | |0073 510(C) 6138 2949.000 SY | 50.00000 147450.00| 79.55000 234592.95| 65.00000 191685.00 SLOPE WALL (5") | | |0074 511 6306 22.000 EA | 30.00000 660.00| 26.64000 586.08| 30.00000 660.00 MECHANICAL SPLICES | | |0075 511(A) 1332 5550.000 LB | 0.90000 4995.00| 0.81000 4495.50| 1.00000 5550.00 REINFORCING STEEL | | |0076 511(B) 6010 359800.000 LB | 1.00000 359800.00| 0.95000 341810.00| 1.00000 359800.00 EPOXY COATED REINFORCING STEEL | | |0077 513(B) 6019 40.000 SY | 325.00000 13000.00| 227.09000 9083.60| 200.00000 8000.00 CLASS B BRIDGE DECK REPAIR | | |0078 513(C) 6020 40.000 SY | 460.00000 18400.00| 307.10000 12284.00| 300.00000 12000.00 CLASS C BRIDGE DECK REPAIR | | |0079 514(A) 6010 64.000 LF | 35.00000 2240.00| 28.97000 1854.08| 30.00000 1920.00 PILES, FURNISHED (HP 10X42) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -6 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0080 514(A) 6011 700.000 LF | 30.00000 21000.00| 35.94000 25158.00| 35.00000 24500.00 PILES, FURNISHED (HP 12X53) | | |0081 514(B) 6292 64.000 LF | 17.00000 1088.00| 13.86000 887.04| 20.00000 1280.00 PILES, DRIVEN (HP 10X42) | | |0082 514(B) 6294 700.000 LF | 15.00000 10500.00| 9.60000 6720.00| 20.00000 14000.00 PILES, DRIVEN (HP 12X53) | | |0083 515(A) 6013 1977.000 SY | 3.50000 6919.50| 4.26000 8422.02| 4.00000 7908.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0084 516(A) 6092 499.000 LF | 330.00000 164670.00| 272.48000 135967.52| 300.00000 149700.00 DRILLED SHAFTS 36" DIAMETER | | |0085 516(A) 6098 423.000 LF | 600.00000 253800.00| 508.16000 214951.68| 650.00000 274950.00 DRILLED SHAFTS 72" DIAMETER | | |0086 523(A) 6550 160.000 LF | 5.00000 800.00| 4.67000 747.20| 4.00000 640.00 SEALER CRACK PREPARATION | | |0087 523(B) 6560 3.000 GAL | 200.00000 600.00| 116.64000 349.92| 110.00000 330.00 SEALER RESIN | | |0088 613(H) 6204 328.000 LF | 15.00000 4920.00| 17.71000 5808.88| 35.00000 11480.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0089 613(I) 6207 50.000 LF | 15.00000 750.00| 10.46000 523.00| 35.00000 1750.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0090 619(B) 2510 1.000 LSUM | 30000.00000 30000.00| 24031.77000 24031.77| 55000.00000 55000.00 REMOVAL OF BRIDGE ITEM (TYPE A) | | |0091 619(B) 2520 1.000 LSUM | 30000.00000 30000.00| 24031.77000 24031.77| 55000.00000 55000.00 REMOVAL OF BRIDGE ITEM (TYPE B) | | | SECTION TOTALS | $ 3,209,859.50| $ 3,039,790.79| $ 3,216,793.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC | | |0092 619(B) 5190 1987.000 LF | 7.00000 13909.00| 2.24000 4450.88| 11.00000 21857.00 REMOVAL OF CABLE BARRIER | | |0093 628(B) 5125 1000.000 LF | 10.00000 10000.00| 14.84000 14840.00| 12.00000 12000.00 HIGH-TENSION CABLE BARRIER(TL-4) | | |0094 628(C) 5110 3.000 EA | 2400.00000 7200.00| 1790.52000 5371.56| 4500.00000 13500.00 END ANCHORS | | |0095 628(F) 5185 4.000 EA | 3000.00000 12000.00| 8321.11000 33284.44| 110.00000 440.00 (PL)HIGH TENSION CABLE BARRIER - | | | RE-TENSIONING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -7 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0096 857(A) 8839 30022.000 LF | 0.15000 4503.30| 0.31000 9306.82| 0.16000 4803.52 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0097 857(E) 8887 2000.000 EA | 0.68000 1360.00| 0.62000 1240.00| 0.85000 1700.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0098 857(F) 8006 10406.000 LF | 0.25000 2601.50| 0.31000 3225.86| 0.27000 2809.62 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0099 871(A) 8325 3.000 EA | 25000.00000 75000.00| 22785.85000 68357.55| 20000.00000 60000.00 (SP)IMPACT ATTENUATOR | | |0100 871(B) 8705 270.000 SD | 11.39000 3075.30| 12.32000 3326.40| 10.00000 2700.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0101 877(B) 8484 8909.000 LF | 22.00000 195998.00| 12.45000 110917.05| 22.00000 195998.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0102 877(C) 8486 13758.000 LF | 4.50000 61911.00| 3.41000 46914.78| 9.00000 123822.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0103 880(A) 8812 270.000 SD | 8.55000 2308.50| 2.46000 664.20| 3.00000 810.00 ARROW DISPLAY(TYPE C) | | |0104 880(B) 8818 9000.000 SD | 0.10000 900.00| 0.12000 1080.00| 0.11000 990.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0105 880(B) 8821 5220.000 SD | 1.00000 5220.00| 0.62000 3236.40| 1.30000 6786.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0106 880(B) 8824 8460.000 SD | 2.00000 16920.00| 2.46000 20811.60| 1.30000 10998.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0107 880(C) 8842 60.000 SD | 2.00000 120.00| 2.46000 147.60| 2.15000 129.00 CONSTRUCTION BARRICADES(TYPE III) | | |0108 880(C) 8848 1260.000 SD | 1.00000 1260.00| 0.62000 781.20| 1.10000 1386.00 WING BARRICADES | | |0109 880(E) 8860 120.000 SD | 0.50000 60.00| 2.46000 295.20| 0.55000 66.00 WARNING LIGHTS(TYPE A) | | |0110 880(F) 8878 10080.000 SD | 0.45000 4536.00| 0.31000 3124.80| 0.55000 5544.00 DRUMS | | |0111 880(L) 8911 1200.000 HOUR | 60.00000 72000.00| 75.81000 90972.00| 50.00000 60000.00 TRAFFIC SURVEILLANCE, POLICE | | |0112 882 8370 2160.000 SD | 20.00000 43200.00| 18.60000 40176.00| 5.50000 11880.00 (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | CHANGEABLE MESSAGE SIGN | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -8 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0113 882 8372 360.000 SD | 12.00000 4320.00| 64.33000 23158.80| 31.00000 11160.00 (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | TRAFFIC SENSOR (PTS) | | |0114 882 8374 720.000 SD | 25.00000 18000.00| 8.38000 6033.60| 3.30000 2376.00 (SP)SMART WORK ZONE | | | SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | | |0115 882 8376 360.000 SD | 300.00000 108000.00| 6.16000 2217.60| 3.30000 1188.00 (SP)SMART WORK ZONE SYSTEM-WEBSITE | | | SYSTEM | | |0116 882 8378 1.000 EA | 20000.00000 20000.00| 6158.34000 6158.34| 4500.00000 4500.00 (PL)SMART WORK ZONE SYSTEM SETUP | | |0117 882(A) 8306 2160.000 SD | 8.00000 17280.00| 6.16000 13305.60| 11.00000 23760.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 701,682.60| $ 513,398.28| $ 581,203.14------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 PERMANENT SIGNING AND STRIPING | | |0118 509(A) 0319 56.000 CY | 500.00000 28000.00| 0.00000 0.00| 775.00000 43400.00 CLASS AA CONCRETE | | |0119 511(A) 0332 3200.000 LB | 1.39000 4448.00| 0.00000 0.00| 1.50000 4800.00 REINFORCING STEEL | | |0120 516(A) 6096 56.000 LF | 700.00000 39200.00| 449.35000 25163.60| 1750.00000 98000.00 DRILLED SHAFTS 60" DIAMETER | | |0121 805(A) 8724 10.000 EA | 60.00000 600.00| 123.17000 1231.70| 45.00000 450.00 (PL)REMOVAL OF EXISTING SIGNS | | |0122 805(B) 8728 1.000 EA | 600.00000 600.00| 998.93000 998.93| 900.00000 900.00 (PL)RESET OF PULL BOX | | |0123 805(D) 8756 7.000 EA | 145.00000 1015.00| 1231.67000 8621.69| 270.00000 1890.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0124 850(A) 8110 64.000 SF | 18.00000 1152.00| 24.63000 1576.32| 22.00000 1408.00 SHEET ALUMINUM SIGNS | | |0125 850(B) 8114 573.000 SF | 22.00000 12606.00| 24.63000 14112.99| 24.00000 13752.00 EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD | | | SIGNS) | | |0126 851(C) 8324 20.000 LF | 12.00000 240.00| 12.32000 246.40| 13.00000 260.00 2" SQUARE TUBE POST | | |0127 852(C) 0115 1.000 EA | 70000.00000 70000.00| 54155.56000 54155.56| 49500.00000 49500.00 OVHD.SN.STR., MONOTUBE TYPE A 85' | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -9 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0128 852(E) 0500 1.000 EA | 45500.00000 45500.00| 43635.33000 43635.33| 58750.00000 58750.00 OVHD.SN.STR., MONOTUBE TYPE C | | |0129 853 9063 59.000 EA | 7.00000 413.00| 9.24000 545.16| 6.50000 383.50 BARRIER DELINEATORS(TYPE 2, CODE 1) | | |0130 853 9069 29.000 EA | 12.00000 348.00| 13.55000 392.95| 5.50000 159.50 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0131 856(A) 8535 25148.000 LF | 0.75000 18861.00| 0.60000 15088.80| 0.60000 15088.80 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0132 856(B) 8860 14.000 EA | 120.00000 1680.00| 98.53000 1379.42| 175.00000 2450.00 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0133 857(F) 8006 10406.000 LF | 0.25000 2601.50| 0.31000 3225.86| 0.27000 2809.62 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | | SECTION TOTALS | $ 227,264.50| $ 170,374.71| $ 294,001.42------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 TRAFFIC LIGHTING | | |0134 802(A) 8306 320.000 LF | 13.50000 4320.00| 14.75000 4720.00| 15.00000 4800.00 1 1/4" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | |0135 802(B) 8340 130.000 LF | 17.50000 2275.00| 18.67000 2427.10| 17.00000 2210.00 2" PVC SCH.40 PLASTIC CONDUIT BORED | | |0136 802(B) 8342 2860.000 LF | 4.82000 13785.20| 4.58000 13098.80| 4.00000 11440.00 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0137 802(B) 8570 18.000 LF | 58.00000 1044.00| 3.81000 68.58| 4.00000 72.00 (PL)LIQUID TIGHT FLEXIBLE CONDUIT | | |0138 802(E) 8372 2.000 EA | 450.00000 900.00| 463.79000 927.58| 400.00000 800.00 JUNCTION BOX(8" X 8" X 6") | | |0139 803(A) 8065 3.000 EA | 263.73000 791.19| 404.33000 1212.99| 375.00000 1125.00 PULL BOX(SIZE I) | | |0140 804(A) 2915 10.000 CY | 471.06000 4710.60| 535.14000 5351.40| 500.00000 5000.00 STRUCTURAL CONCRETE | | |0141 804(B) 2916 2080.000 LB | 1.39000 2891.20| 1.55000 3224.00| 1.40000 2912.00 REINFORCING STEEL | | |0142 806(D) 8993 13.000 EA | 5000.00000 65000.00| 2624.57000 34119.41| 2400.00000 31200.00 50' MTG.HT.HL.PTP.(G.STL.) | | |0143 809(A) 8090 26.000 EA | 896.57000 23310.82| 1064.34000 27672.84| 1000.00000 26000.00 ROADWAY LUMINAIRE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -10 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0144 809(B) 8098 6.000 EA | 500.00000 3000.00| 594.60000 3567.60| 550.00000 3300.00 UNDERPASS LUMINIARE | | |0145 810(A) 3118 2.000 EA | 2425.82000 4851.64| 3864.91000 7729.82| 3600.00000 7200.00 SERVICE POLE | | |0146 811 8038 6015.000 LF | 2.00000 12030.00| 2.14000 12872.10| 2.00000 12030.00 1/C NO.4 ELECTRICAL CONDUCTOR | | |0147 811 8044 3530.000 LF | 0.85000 3000.50| 1.01000 3565.30| 1.00000 3530.00 1/C NO.10 ELECTRICAL CONDUCTOR | | | SECTION TOTALS | $ 141,910.15| $ 120,557.52| $ 111,619.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 STAKING | | |0148 642(B) 0096 1.000 LSUM | 50000.00000 50000.00| 86883.58000 86883.58| 165000.00000 165000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 50,000.00| $ 86,883.58| $ 165,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 CONSTRUCTION | | |0149 220 2800 1.000 LSUM | 5000.00000 5000.00| 2915.95000 2915.95| 5000.00000 5000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0150 640(A) 1426 1.000 EA | 10000.00000 10000.00| 7581.46000 7581.46| 5000.00000 5000.00 FIELD OFFICE | | |0151 641 1552 1.000 LSUM | 559839.04000 559839.04| 600931.62000 600931.62| 685000.00000 685000.00 MOBILIZATION | | | SECTION TOTALS | $ 574,839.04| $ 611,429.03| $ 695,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,550,889.04| $ 15,022,863.20| $ 15,549,193.76==================================================================================================================================== COST PLUS TIME TOTALS | $ 17,550,889.04| $ 18,522,863.20 | $ 18,749,193.76====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -11 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(A) 0183 70794.000 CY | 12.00000 849528.00| | UNCLASSIFIED EXCAVATION | | |0002 202(D) 0184 1000.000 CY | 15.00000 15000.00| | UNCLASSIFIED BORROW | | |0003 205(A) 4229 1.000 LSUM | 50000.00000 50000.00| | TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 813.000 LF | 2.25000 1829.25| | TEMPORARY SILT FENCE | | |0005 221(D) 2803 23.000 EA | 100.00000 2300.00| | TEMPORARY SEDIMENT FILTER | | |0006 221(F) 0100 210.000 LF | 8.00000 1680.00| | TEMPORARY SILT DIKE | | |0007 221(G) 0150 150.000 CY | 75.00000 11250.00| | TEMPORARY ROCK FILTER DAM TYPE 1 | | |0008 230(A) 2806 78342.000 SY | 1.35000 105761.70| | SOLID SLAB SODDING | | |0009 241 2832 9.300 AC | 75.00000 697.50| | MOWING | | |0010 303(A) 2100 13519.000 CY | 30.00000 405570.00| | AGGREGATE BASE TYPE A | | |0011 307(E) 4240 60338.000 SY | 6.50000 392197.00| | CEMENTITIOUS STABILIZED SUBGRADE | | |0012 319(A) 5190 52737.000 SY | 9.50000 501001.50| | OPEN-GRADED BITUMINOUS BASE | | |0013 325 5271 167307.000 SY | 1.50000 250960.50| | SEPARATOR FABRIC | | |0014 326(B) 0100 500.000 SY | 4.00000 2000.00| | GEOGRID REINFORCEMENT | | |0015 402(E) 0225 1219.000 TON | 16.50000 20113.50| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 408 5774 20860.000 GAL | 7.45000 155407.00| | PRIME COAT | | |0017 411(B) 5935 643.000 TON | 68.00000 43724.00| | SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0018 411(B) 5945 1630.000 TON | 70.00000 114100.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -12 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(C) 5950 565.000 TON | 95.00000 53675.00| | SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0020 411(C) 5960 129.000 TON | 87.50000 11287.50| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 412 5267 1213.000 SY | 3.50000 4245.50| | COLD MILLING PAVEMENT | | |0022 414(A) 0210 16413.000 SY | 17.00000 279021.00| | P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0023 414(B) 5725 35787.000 SY | 26.00000 930462.00| | DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0024 414(G) 5275 15954.000 CY | 105.00000 1675170.00| | P.C. CONCRETE FOR PAVEMENT | | |0025 501(A) 0313 102.000 CY | 50.00000 5100.00| | STRUCTURAL EXCAVATION UNCLASSIFIED | | |0026 504(E) 6190 4702.000 LF | 80.00000 376160.00| | 42" F-SHAPED PARAPET | | |0027 509(A) 0319 95.000 CY | 450.00000 42750.00| | CLASS AA CONCRETE | | |0028 509(C) 0322 2.000 CY | 1250.00000 2500.00| | CLASS A CONCRETE, SMALL STRUCTURES | | |0029 509(D) 0325 698.000 CY | 210.00000 146580.00| | CLASS C CONCRETE | | |0030 511(A) 0332 14463.000 LB | 1.00000 14463.00| | REINFORCING STEEL | | |0031 601(A) 0297 102.000 TON | 26.00000 2652.00| | TYPE I PLAIN RIPRAP | | |0032 611(A) 2657 9.000 EA | 3000.00000 27000.00| | MANHOLE (4' DIAMETER) | | |0033 611(G) 4012 1.000 EA | 4000.00000 4000.00| | SPECIAL INLET DRAIN | | |0034 611(G) 5697 12.000 EA | 4500.00000 54000.00| | INLET - LONGITUDINAL BARRIER - TYPE I, | | | DES.1 | | |0035 611(G) 5700 9.000 EA | 6500.00000 58500.00| | INLET - LONGITUDINAL BARRIER - TYPE II, | | | DES. 2 | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -13 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0036 611(G) 6000 6.000 EA | 5000.00000 30000.00| | INLET (SMD-TYPE 1) | | |0037 613(A) 0491 1673.000 LF | 45.00000 75285.00| | 18" R.C.PIPE CLASS III | | |0038 613(A) 0492 648.000 LF | 52.50000 34020.00| | 24" R.C.PIPE CLASS III | | |0039 613(A) 0582 24.000 LF | 75.00000 1800.00| | 18" R.C.PIPE CLASS IV | | |0040 613(H) 0450 9300.000 LF | 11.50000 106950.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0041 613(I) 1096 246.000 LF | 10.00000 2460.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0042 613(L) 5726 3.000 EA | 1000.00000 3000.00| | 18" PREFAB. CULVERT END SECTION, ROUND | | |0043 613(Q) 5946 1.000 EA | 500.00000 500.00| | OUTLET LATERAL HEADWALL | | |0044 619(A) 0920 1.000 LSUM | 35000.00000 35000.00| | REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0045 619(B) 4728 33293.000 SY | 6.00000 199758.00| | REMOVAL OF ASPHALT PAVEMENT | | |0046 623(A) 0932 175.000 LF | 32.50000 5687.50| | BEAM GUARDRAIL W-BEAM SINGLE | | |0047 623(F) 4446 2.000 EA | 1750.00000 3500.00| | GUARDRAIL ANCHOR UNIT (TYPE A) | | |0048 627(A) 4317 3335.000 LF | 42.50000 141737.50| | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | | |0049 627(B) 4410 2.000 EA | 1600.00000 3200.00| | CONCRETE LONGITUDINAL BARRIER END | | | SECTIONS | | | SECTION TOTALS | $ 7,253,583.95| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 RETAINING WALL | | |0050 202(C) 0182 310.000 CY | 30.00000 9300.00| | ROCK EXCAVATION | | |0051 501(B) 1307 2035.000 CY | 20.00000 40700.00| | SUBSTRUCTURE EXCAVATION COMMON | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -14 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0052 501(F) 6352 1925.000 CY | 34.00000 65450.00| | GRANULAR BACKFILL | | |0053 501(G) 6309 167.000 CY | 125.00000 20875.00| | CLSM BACKFILL | | |0054 510(A) 6333 390.000 SY | 1100.00000 429000.00| | RETAINING WALL | | |0055 510(B) 6334 2207.000 SY | 325.00000 717275.00| | SOUND BARRIER WALL | | |0056 510(D) 6341 6006.000 SY | 746.00000 4480476.00| | MSE RETAINING WALL | | |0057 516(A) 6092 189.000 LF | 600.00000 113400.00| | DRILLED SHAFTS 36" DIAMETER | | |0058 516(A) 6093 673.000 LF | 650.00000 437450.00| | DRILLED SHAFTS 42" DIAMETER | | |0059 624 4100 2621.000 LF | 100.00000 262100.00| | (PL) ORNAMENTAL FENCE | | | SECTION TOTALS | $ 6,576,026.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'A' | | |0060 501(B) 1307 570.000 CY | 40.00000 22800.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0061 501(G) 6309 960.000 CY | 100.00000 96000.00| | CLSM BACKFILL | | |0062 503(A) 1313 2985.000 LF | 210.00000 626850.00| | PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0063 504(A) 1304 1100.000 SY | 175.00000 192500.00| | APPROACH SLAB | | |0064 504(B) 1305 4696.000 SY | 4.50000 21132.00| | SAW-CUT GROOVING | | |0065 504(C) 6250 163.000 LF | 240.00000 39120.00| | SEALED EXPANSION JOINT | | |0066 504(E) 1381 261.700 LF | 60.00000 15702.00| | CONCRETE PARAPET | | |0067 504(E) 6190 523.400 LF | 65.00000 34021.00| | 42" F-SHAPED PARAPET | | |0068 506(A) 1322 6020.000 LB | 3.00000 18060.00| | STRUCTURAL STEEL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -15 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0069 507(A) 6170 30.000 EA | 2500.00000 75000.00| | STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0070 507(B) 6174 60.000 EA | 2500.00000 150000.00| | STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0071 509(A) 1326 1364.600 CY | 400.00000 545840.00| | CLASS AA CONCRETE | | |0072 509(B) 1328 887.000 CY | 450.00000 399150.00| | CLASS A CONCRETE | | |0073 510(C) 6138 2949.000 SY | 60.00000 176940.00| | SLOPE WALL (5") | | |0074 511 6306 22.000 EA | 125.00000 2750.00| | MECHANICAL SPLICES | | |0075 511(A) 1332 5550.000 LB | 1.00000 5550.00| | REINFORCING STEEL | | |0076 511(B) 6010 359800.000 LB | 0.90000 323820.00| | EPOXY COATED REINFORCING STEEL | | |0077 513(B) 6019 40.000 SY | 1250.00000 50000.00| | CLASS B BRIDGE DECK REPAIR | | |0078 513(C) 6020 40.000 SY | 1250.00000 50000.00| | CLASS C BRIDGE DECK REPAIR | | |0079 514(A) 6010 64.000 LF | 40.00000 2560.00| | PILES, FURNISHED (HP 10X42) | | |0080 514(A) 6011 700.000 LF | 45.00000 31500.00| | PILES, FURNISHED (HP 12X53) | | |0081 514(B) 6292 64.000 LF | 15.00000 960.00| | PILES, DRIVEN (HP 10X42) | | |0082 514(B) 6294 700.000 LF | 12.50000 8750.00| | PILES, DRIVEN (HP 12X53) | | |0083 515(A) 6013 1977.000 SY | 4.00000 7908.00| | WATER REPELLENT (VISUALLY INSPECTED) | | |0084 516(A) 6092 499.000 LF | 400.00000 199600.00| | DRILLED SHAFTS 36" DIAMETER | | |0085 516(A) 6098 423.000 LF | 750.00000 317250.00| | DRILLED SHAFTS 72" DIAMETER | | |0086 523(A) 6550 160.000 LF | 5.00000 800.00| | SEALER CRACK PREPARATION | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -16 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0087 523(B) 6560 3.000 GAL | 200.00000 600.00| | SEALER RESIN | | |0088 613(H) 6204 328.000 LF | 15.00000 4920.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0089 613(I) 6207 50.000 LF | 15.00000 750.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0090 619(B) 2510 1.000 LSUM | 100000.00000 100000.00| | REMOVAL OF BRIDGE ITEM (TYPE A) | | |0091 619(B) 2520 1.000 LSUM | 100000.00000 100000.00| | REMOVAL OF BRIDGE ITEM (TYPE B) | | | SECTION TOTALS | $ 3,620,833.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC | | |0092 619(B) 5190 1987.000 LF | 5.25000 10431.75| | REMOVAL OF CABLE BARRIER | | |0093 628(B) 5125 1000.000 LF | 21.00000 21000.00| | HIGH-TENSION CABLE BARRIER(TL-4) | | |0094 628(C) 5110 3.000 EA | 8500.00000 25500.00| | END ANCHORS | | |0095 628(F) 5185 4.000 EA | 1100.00000 4400.00| | (PL)HIGH TENSION CABLE BARRIER - | | | RE-TENSIONING | | |0096 857(A) 8839 30022.000 LF | 0.26000 7805.72| | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0097 857(E) 8887 2000.000 EA | 0.53000 1060.00| | (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0098 857(F) 8006 10406.000 LF | 0.26000 2705.56| | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0099 871(A) 8325 3.000 EA | 23000.00000 69000.00| | (SP)IMPACT ATTENUATOR | | |0100 871(B) 8705 270.000 SD | 10.50000 2835.00| | (SP)CONST.ZONE IMPACT ATTEN. | | |0101 877(B) 8484 8909.000 LF | 25.00000 222725.00| | DELIVER PORTABLE LONGITUDINAL BARRIER | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -17 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0102 877(C) 8486 13758.000 LF | 4.00000 55032.00| | RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0103 880(A) 8812 270.000 SD | 2.10000 567.00| | ARROW DISPLAY(TYPE C) | | |0104 880(B) 8818 9000.000 SD | 0.11000 990.00| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0105 880(B) 8821 5220.000 SD | 0.53000 2766.60| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0106 880(B) 8824 8460.000 SD | 2.10000 17766.00| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0107 880(C) 8842 60.000 SD | 2.10000 126.00| | CONSTRUCTION BARRICADES(TYPE III) | | |0108 880(C) 8848 1260.000 SD | 0.53000 667.80| | WING BARRICADES | | |0109 880(E) 8860 120.000 SD | 2.10000 252.00| | WARNING LIGHTS(TYPE A) | | |0110 880(F) 8878 10080.000 SD | 0.26000 2620.80| | DRUMS | | |0111 880(L) 8911 1200.000 HOUR | 52.42000 62904.00| | TRAFFIC SURVEILLANCE, POLICE | | |0112 882 8370 2160.000 SD | 17.50000 37800.00| | (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | CHANGEABLE MESSAGE SIGN | | |0113 882 8372 360.000 SD | 70.00000 25200.00| | (SP)SMART WORK ZONE SYSTEM-PORTABLE | | | TRAFFIC SENSOR (PTS) | | |0114 882 8374 720.000 SD | 10.00000 7200.00| | (SP)SMART WORK ZONE | | | SYSTEM-PAN-TILT-ZOOM CAMERA (PTZC) | | |0115 882 8376 360.000 SD | 10.00000 3600.00| | (SP)SMART WORK ZONE SYSTEM-WEBSITE | | | SYSTEM | | |0116 882 8378 1.000 EA | 5500.00000 5500.00| | (PL)SMART WORK ZONE SYSTEM SETUP | | |0117 882(A) 8306 2160.000 SD | 5.50000 11880.00| | PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 602,335.23| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -18 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 PERMANENT SIGNING AND STRIPING | | |0118 509(A) 0319 56.000 CY | 700.00000 39200.00| | CLASS AA CONCRETE | | |0119 511(A) 0332 3200.000 LB | 1.00000 3200.00| | REINFORCING STEEL | | |0120 516(A) 6096 56.000 LF | 1500.00000 84000.00| | DRILLED SHAFTS 60" DIAMETER | | |0121 805(A) 8724 10.000 EA | 105.00000 1050.00| | (PL)REMOVAL OF EXISTING SIGNS | | |0122 805(B) 8728 1.000 EA | 950.00000 950.00| | (PL)RESET OF PULL BOX | | |0123 805(D) 8756 7.000 EA | 1050.00000 7350.00| | (PL)REMOVE & RESET EXISTING SIGNS | | |0124 850(A) 8110 64.000 SF | 21.00000 1344.00| | SHEET ALUMINUM SIGNS | | |0125 850(B) 8114 573.000 SF | 21.00000 12033.00| | EXTRUDED ALUMINUM PANEL SIGNS(OVERHEAD | | | SIGNS) | | |0126 851(C) 8324 20.000 LF | 10.50000 210.00| | 2" SQUARE TUBE POST | | |0127 852(C) 0115 1.000 EA | 48000.00000 48000.00| | OVHD.SN.STR., MONOTUBE TYPE A 85' | | |0128 852(E) 0500 1.000 EA | 36000.00000 36000.00| | OVHD.SN.STR., MONOTUBE TYPE C | | |0129 853 9063 59.000 EA | 8.00000 472.00| | BARRIER DELINEATORS(TYPE 2, CODE 1) | | |0130 853 9069 29.000 EA | 27.50000 797.50| | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0131 856(A) 8535 25148.000 LF | 0.51000 12825.48| | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0132 856(B) 8860 14.000 EA | 84.05000 1176.70| | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0133 857(F) 8006 10406.000 LF | 0.26000 2705.56| | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | | SECTION TOTALS | $ 251,314.24| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -19 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 TRAFFIC LIGHTING | | |0134 802(A) 8306 320.000 LF | 26.27000 8406.40| | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | |0135 802(B) 8340 130.000 LF | 23.11000 3004.30| | 2" PVC SCH.40 PLASTIC CONDUIT BORED | | |0136 802(B) 8342 2860.000 LF | 6.30000 18018.00| | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0137 802(B) 8570 18.000 LF | 21.00000 378.00| | (PL)LIQUID TIGHT FLEXIBLE CONDUIT | | |0138 802(E) 8372 2.000 EA | 525.00000 1050.00| | JUNCTION BOX(8" X 8" X 6") | | |0139 803(A) 8065 3.000 EA | 367.75000 1103.25| | PULL BOX(SIZE I) | | |0140 804(A) 2915 10.000 CY | 525.00000 5250.00| | STRUCTURAL CONCRETE | | |0141 804(B) 2916 2080.000 LB | 1.60000 3328.00| | REINFORCING STEEL | | |0142 806(D) 8993 13.000 EA | 2600.00000 33800.00| | 50' MTG.HT.HL.PTP.(G.STL.) | | |0143 809(A) 8090 26.000 EA | 1000.00000 26000.00| | ROADWAY LUMINAIRE | | |0144 809(B) 8098 6.000 EA | 400.00000 2400.00| | UNDERPASS LUMINIARE | | |0145 810(A) 3118 2.000 EA | 6500.00000 13000.00| | SERVICE POLE | | |0146 811 8038 6015.000 LF | 2.10000 12631.50| | 1/C NO.4 ELECTRICAL CONDUCTOR | | |0147 811 8044 3530.000 LF | 0.63000 2223.90| | 1/C NO.10 ELECTRICAL CONDUCTOR | | | SECTION TOTALS | $ 130,593.35| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 STAKING | | |0148 642(B) 0096 1.000 LSUM | 125000.00000 125000.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 125,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 510 -20 TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : 130008 COUNTIES : TULSA ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730764097A |( ) |( ) |MANHATTAN ROAD & BRIDGE CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 CONSTRUCTION | | |0149 220 2800 1.000 LSUM | 5000.00000 5000.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0150 640(A) 1426 1.000 EA | 35000.00000 35000.00| | FIELD OFFICE | | |0151 641 1552 1.000 LSUM | 845000.00000 845000.00| | MOBILIZATION | | | SECTION TOTALS | $ 885,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,444,685.77| $ 0.00| $==================================================================================================================================== COST PLUS TIME TOTALS | $ 23,444,685.77| $ 0.00 | $ 0.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -1 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 300 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STPY-166C(155) SH-66: OVER PRYOR CREEK, 0.9 MILES NORTHEAST OF SH-28. PROJECT LENGTH = 0.537 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 3,281,687.19 97.7683% 100.0000% 1 450699862 -- B & B BRIDGE COMPANY, LLC $ 3,356,595.92 100.0000% 102.2826% 2 731316732 -- BECCO CONTRACTORS, INC. $ 3,531,321.74 105.2054% 107.6069% 3 581401469 -- APAC-CENTRAL, INC. $ 3,648,056.46 108.6832% 111.1641% 4 731576732 -- PARADIGM CONSTRUCTION & ENGINEERING, INC $ 3,714,242.42 110.6550% 113.1809%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 450699862 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |B & B BRIDGE COMPANY, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 13000.00000 13000.00| 15000.00000 15000.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 8935.000 CY | 6.00000 53610.00| 4.25000 37973.75| 7.00000 62545.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 20356.000 CY | 9.00000 183204.00| 7.50000 152670.00| 7.00000 142492.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 15000.00000 15000.00| 15000.00000 15000.00| 30000.00000 30000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 4503.000 LF | 1.70000 7655.10| 1.99000 8960.97| 2.00000 9006.00 TEMPORARY SILT FENCE | | |0006 221(D) 2803 3.000 EA | 232.10000 696.30| 125.00000 375.00| 50.00000 150.00 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 210.000 LF | 7.50000 1575.00| 9.95000 2089.50| 10.00000 2100.00 TEMPORARY SILT DIKE | | |0008 230(A) 2806 28216.000 SY | 1.30000 36680.80| 1.29000 36398.64| 1.50000 42324.00 SOLID SLAB SODDING | | |0009 233(A) 2817 20.000 AC | 386.80000 7736.00| 449.00000 8980.00| 450.00000 9000.00 VEGETATIVE MULCHING | | |0010 241 2832 12.000 AC | 71.60000 859.20| 59.00000 708.00| 65.00000 780.00 MOWING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -2 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 450699862 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |B & B BRIDGE COMPANY, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 303(A) 2100 4055.000 CY | 32.00000 129760.00| 34.59000 140262.45| 40.00000 162200.00 AGGREGATE BASE TYPE A | | |0012 307(A) 4200 1091.000 TON | 56.00000 61096.00| 64.38000 70238.58| 50.00000 54550.00 FLY ASH | | |0013 307(E) 4240 20080.000 SY | 2.40000 48192.00| 2.94000 59035.20| 1.00000 20080.00 CEMENTITIOUS STABILIZED SUBGRADE | | |0014 325 5271 20764.000 SY | 1.20000 24916.80| 1.06000 22009.84| 1.00000 20764.00 SEPARATOR FABRIC | | |0015 402(E) 0225 1649.000 TON | 23.10000 38091.90| 18.00000 29682.00| 15.00000 24735.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 408 5774 11586.000 GAL | 4.90000 56771.40| 7.32000 84809.52| 3.00000 34758.00 PRIME COAT | | |0017 411(B) 5940 2032.000 TON | 78.00000 158496.00| 66.06000 134233.92| 65.00000 132080.00 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0018 411(B) 5945 4368.000 TON | 70.00000 305760.00| 57.79000 252426.72| 55.00000 240240.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0019 411(C) 5955 2110.000 TON | 82.00000 173020.00| 81.30000 171543.00| 75.00000 158250.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0020 411(C) 5960 1121.000 TON | 75.00000 84075.00| 76.34000 85577.14| 70.00000 78470.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 412 5267 8205.000 SY | 3.10000 25435.50| 1.68000 13784.40| 2.00000 16410.00 COLD MILLING PAVEMENT | | |0022 413(B) 4863 7428.000 LF | 0.40000 2971.20| 0.11000 817.08| 0.55000 4085.40 RUMBLE STRIP-METHOD HMA-CYC | | |0023 501(A) 0313 53.000 CY | 20.80000 1102.40| 45.00000 2385.00| 25.00000 1325.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0024 509(A) 0319 100.920 CY | 444.90000 44899.31| 480.00000 48441.60| 600.00000 60552.00 CLASS AA CONCRETE | | |0025 511(A) 0332 13715.000 LB | 1.00000 13715.00| 1.30000 17829.50| 1.00000 13715.00 REINFORCING STEEL | | |0026 601(A) 0297 38.000 TON | 50.00000 1900.00| 35.00000 1330.00| 50.00000 1900.00 TYPE I PLAIN RIPRAP | | |0027 609(B) 1513 447.000 LF | 18.10000 8090.70| 20.00000 8940.00| 25.00000 11175.00 1'-8" COMB. CURB & GUTTER (6" BARRIER) | | |0028 611(G) 5327 1.000 EA | 2500.00000 2500.00| 2500.00000 2500.00| 3200.00000 3200.00 INLET GPI TYPE 1 (DES. 1) | | |0029 611(G) 5338 2.000 EA | 2600.00000 5200.00| 3200.00000 6400.00| 3900.00000 7800.00 INLET GPI TYPE 2 (DES. 12) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -3 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 450699862 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |B & B BRIDGE COMPANY, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 611(H) 5374 0.660 VF | 250.00000 165.00| 250.00000 165.00| 250.00000 165.00 ADD'L DEPTH IN INLET GPI TYPE 1 | | |0031 611(H) 5375 3.800 VF | 260.00000 988.00| 300.00000 1140.00| 300.00000 1140.00 ADD'L DEPTH IN INLET GPI TYPE 2 | | |0032 613(A) 0492 78.000 LF | 62.80000 4898.40| 42.00000 3276.00| 65.00000 5070.00 24" R.C.PIPE CLASS III | | |0033 613(B) 0689 348.000 LF | 25.40000 8839.20| 25.00000 8700.00| 40.00000 13920.00 18" CORR. GALV. STEEL PIPE | | |0034 613(L) 5730 1.000 EA | 726.30000 726.30| 950.00000 950.00| 800.00000 800.00 24" PREFAB. CULVERT END SECTION, ROUND | | |0035 613(T) 1187 137.000 CY | 34.20000 4685.40| 40.00000 5480.00| 40.00000 5480.00 STANDARD BEDDING MATERIAL, CLASS C | | |0036 613(V) 1180 247.000 CY | 9.90000 2445.30| 5.00000 1235.00| 15.00000 3705.00 TRENCH EXCAVATION | | |0037 619(A) 0920 1.000 LSUM | 10000.00000 10000.00| 8000.00000 8000.00| 25000.00000 25000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0038 619(B) 0291 2.000 EA | 1239.30000 2478.60| 1500.00000 3000.00| 500.00000 1000.00 REMOVAL OF HEADWALL | | |0039 619(B) 4726 447.000 LF | 7.00000 3129.00| 5.00000 2235.00| 3.00000 1341.00 REMOVAL OF CURB AND GUTTER | | |0040 619(B) 4728 12947.000 SY | 2.60000 33662.20| 3.50000 45314.50| 2.00000 25894.00 REMOVAL OF ASPHALT PAVEMENT | | |0041 619(B) 4763 4428.000 SY | 6.70000 29667.60| 6.85000 30331.80| 4.00000 17712.00 REMOVAL OF CONCRETE PAVEMENT W/ASPHALT | | | OVERLAY | | |0042 619(B) 4780 300.000 LF | 3.00000 900.00| 4.00000 1200.00| 4.00000 1200.00 REMOVAL OF GUARDRAIL | | |0043 619(C) 0924 2881.000 LF | 3.20000 9219.20| 4.00000 11524.00| 3.00000 8643.00 SAWING PAVEMENT | | |0044 623 0100 5.000 EA | 1000.00000 5000.00| 1000.00000 5000.00| 1000.00000 5000.00 (PL)GUARDRAIL CURBING | | |0045 623(A) 0932 956.250 LF | 16.30000 15586.88| 16.75000 16017.19| 17.00000 16256.25 BEAM GUARDRAIL W-BEAM SINGLE | | |0046 623(F) 8300 1.000 EA | 3000.00000 3000.00| 500.00000 500.00| 500.00000 500.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0047 623(G) 8590 4.000 EA | 2700.00000 10800.00| 2200.00000 8800.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT (31") | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -4 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 450699862 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |B & B BRIDGE COMPANY, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0048 623(I) 8700 5.000 EA | 1500.00000 7500.00| 1650.00000 8250.00| 1750.00000 8750.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0049 624(C) 4459 487.000 LF | 5.40000 2629.80| 7.00000 3409.00| 9.00000 4383.00 FENCE-STYLE SWF (5 BARBED WIRE) | | |0050 629(A) 4958 1.000 EA | 87.40000 87.40| 100.00000 100.00| 125.00000 125.00 MAILBOX INSTALLATION-SINGLE | | |0051 629(C) 4960 1.000 EA | 40.00000 40.00| 25.00000 25.00| 30.00000 30.00 MAILBOX | | |0052 629(D) 4961 1.000 EA | 14.20000 14.20| 5.00000 5.00| 6.00000 6.00 REMOVAL OF MAILBOX INSTALLATION | | |0053 853 9066 25.000 EA | 10.30000 257.50| 10.00000 250.00| 13.00000 325.00 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | | SECTION TOTALS | $ 1,662,729.59| $ 1,595,309.30| $ 1,525,331.65------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0054 501(B) 1307 90.000 CY | 12.80000 1152.00| 25.00000 2250.00| 25.00000 2250.00 SUBSTRUCTURE EXCAVATION COMMON | | |0055 501(G) 6309 164.600 CY | 108.60000 17875.56| 95.00000 15637.00| 80.00000 13168.00 CLSM BACKFILL | | |0056 503(A) 1312 856.000 LF | 170.10000 145605.60| 200.00000 171200.00| 175.00000 149800.00 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0057 504(A) 1304 218.800 SY | 151.70000 33191.96| 175.00000 38290.00| 180.00000 39384.00 APPROACH SLAB | | |0058 504(B) 1305 1112.800 SY | 3.90000 4339.92| 4.05000 4506.84| 4.00000 4451.20 SAW-CUT GROOVING | | |0059 504(E) 6190 527.000 LF | 79.50000 41896.50| 98.00000 51646.00| 100.00000 52700.00 42" F-SHAPED PARAPET | | |0060 506(A) 1322 1040.000 LB | 2.90000 3016.00| 2.75000 2860.00| 1.00000 1040.00 STRUCTURAL STEEL | | |0061 507(A) 6172 8.000 EA | 733.60000 5868.80| 470.00000 3760.00| 500.00000 4000.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0062 507(B) 6174 16.000 EA | 2824.40000 45190.40| 1950.00000 31200.00| 1800.00000 28800.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0063 507(C) 6282 16.000 EA | 488.00000 7808.00| 500.00000 8000.00| 250.00000 4000.00 ELASTOMERIC BEARING PADS | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -5 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 450699862 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |B & B BRIDGE COMPANY, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0064 509(A) 1326 268.800 CY | 419.80000 112842.24| 485.00000 130368.00| 400.00000 107520.00 CLASS AA CONCRETE | | |0065 509(B) 1328 112.800 CY | 438.10000 49417.68| 485.00000 54708.00| 600.00000 67680.00 CLASS A CONCRETE | | |0066 509(D) 1331 12.000 CY | 404.90000 4858.80| 600.00000 7200.00| 400.00000 4800.00 CLASS C CONCRETE | | |0067 511(B) 6010 100110.000 LB | 1.00000 100110.00| 1.00000 100110.00| 1.50000 150165.00 EPOXY COATED REINFORCING STEEL | | |0068 514(A) 6010 344.000 LF | 28.60000 9838.40| 29.00000 9976.00| 30.00000 10320.00 PILES, FURNISHED (HP 10X42) | | |0069 514(B) 6292 344.000 LF | 11.70000 4024.80| 22.00000 7568.00| 25.00000 8600.00 PILES, DRIVEN (HP 10X42) | | |0070 515(A) 6013 944.000 SY | 3.60000 3398.40| 3.65000 3445.60| 4.00000 3776.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0071 516(A) 6094 112.000 LF | 494.30000 55361.60| 595.00000 66640.00| 700.00000 78400.00 DRILLED SHAFTS 48" DIAMETER | | |0072 523(A) 6550 152.000 LF | 4.00000 608.00| 4.00000 608.00| 4.00000 608.00 SEALER CRACK PREPARATION | | |0073 523(B) 6560 1.700 GAL | 139.00000 236.30| 100.00000 170.00| 110.00000 187.00 SEALER RESIN | | |0074 601(B) 1353 960.000 TON | 34.30000 32928.00| 30.00000 28800.00| 35.00000 33600.00 TYPE I-A PLAIN RIPRAP | | |0075 601(C) 1355 230.000 TON | 28.30000 6509.00| 32.00000 7360.00| 25.00000 5750.00 TYPE I-A FILTER BLANKET | | |0076 613(H) 6204 82.000 LF | 20.60000 1689.20| 25.00000 2050.00| 40.00000 3280.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0077 613(I) 6207 40.000 LF | 19.80000 792.00| 25.00000 1000.00| 40.00000 1600.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0078 619(D) 1397 1.000 LSUM | 30000.00000 30000.00| 30000.00000 30000.00| 60000.00000 60000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 718,559.16| $ 779,353.44| $ 835,879.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'B' | | |0079 501(B) 1307 90.000 CY | 12.80000 1152.00| 25.00000 2250.00| 25.00000 2250.00 SUBSTRUCTURE EXCAVATION COMMON | | |0080 501(G) 6309 164.600 CY | 108.60000 17875.56| 95.00000 15637.00| 80.00000 13168.00 CLSM BACKFILL | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -6 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 450699862 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |B & B BRIDGE COMPANY, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0081 503(A) 1312 856.000 LF | 170.10000 145605.60| 200.00000 171200.00| 175.00000 149800.00 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0082 504(A) 1304 218.800 SY | 151.70000 33191.96| 175.00000 38290.00| 180.00000 39384.00 APPROACH SLAB | | |0083 504(B) 1305 1112.800 SY | 3.90000 4339.92| 4.05000 4506.84| 4.00000 4451.20 SAW-CUT GROOVING | | |0084 504(E) 6190 527.000 LF | 79.50000 41896.50| 98.00000 51646.00| 100.00000 52700.00 42" F-SHAPED PARAPET | | |0085 506(A) 1322 1040.000 LB | 2.90000 3016.00| 2.75000 2860.00| 1.00000 1040.00 STRUCTURAL STEEL | | |0086 507(A) 6172 8.000 EA | 733.60000 5868.80| 470.00000 3760.00| 500.00000 4000.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0087 507(B) 6174 16.000 EA | 2824.40000 45190.40| 1950.00000 31200.00| 1800.00000 28800.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0088 507(C) 6282 16.000 EA | 488.00000 7808.00| 500.00000 8000.00| 250.00000 4000.00 ELASTOMERIC BEARING PADS | | |0089 509(A) 1326 268.800 CY | 419.80000 112842.24| 485.00000 130368.00| 400.00000 107520.00 CLASS AA CONCRETE | | |0090 509(B) 1328 112.800 CY | 438.10000 49417.68| 485.00000 54708.00| 600.00000 67680.00 CLASS A CONCRETE | | |0091 509(D) 1331 12.000 CY | 404.90000 4858.80| 600.00000 7200.00| 400.00000 4800.00 CLASS C CONCRETE | | |0092 511(B) 6010 100110.000 LB | 1.00000 100110.00| 1.00000 100110.00| 1.50000 150165.00 EPOXY COATED REINFORCING STEEL | | |0093 514(A) 6010 352.000 LF | 28.60000 10067.20| 29.00000 10208.00| 30.00000 10560.00 PILES, FURNISHED (HP 10X42) | | |0094 514(B) 6292 352.000 LF | 11.70000 4118.40| 22.00000 7744.00| 25.00000 8800.00 PILES, DRIVEN (HP 10X42) | | |0095 515(A) 6013 944.000 SY | 3.60000 3398.40| 3.65000 3445.60| 4.00000 3776.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0096 516(A) 6094 114.000 LF | 494.30000 56350.20| 595.00000 67830.00| 700.00000 79800.00 DRILLED SHAFTS 48" DIAMETER | | |0097 523(A) 6550 152.000 LF | 4.00000 608.00| 4.00000 608.00| 4.00000 608.00 SEALER CRACK PREPARATION | | |0098 523(B) 6560 1.700 GAL | 139.00000 236.30| 100.00000 170.00| 110.00000 187.00 SEALER RESIN | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -7 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 450699862 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |B & B BRIDGE COMPANY, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0099 601(B) 1353 960.000 TON | 34.30000 32928.00| 30.00000 28800.00| 35.00000 33600.00 TYPE I-A PLAIN RIPRAP | | |0100 601(C) 1355 230.000 TON | 28.30000 6509.00| 32.00000 7360.00| 25.00000 5750.00 TYPE I-A FILTER BLANKET | | |0101 613(H) 6204 82.000 LF | 20.60000 1689.20| 25.00000 2050.00| 40.00000 3280.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0102 613(I) 6207 40.000 LF | 19.80000 792.00| 25.00000 1000.00| 40.00000 1600.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0103 619(D) 1397 1.000 LSUM | 30000.00000 30000.00| 25000.00000 25000.00| 60000.00000 60000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 719,870.16| $ 775,951.44| $ 837,719.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0104 857(A) 8839 11000.000 LF | 0.20000 2200.00| 0.25000 2750.00| 0.32000 3520.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0105 857(C) 8851 22000.000 LF | 0.60000 13200.00| 0.25000 5500.00| 0.32000 7040.00 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0106 857(F) 8006 1000.000 LF | 0.60000 600.00| 0.50000 500.00| 0.65000 650.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0107 877(B) 8484 700.000 LF | 22.20000 15540.00| 26.51000 18557.00| 25.00000 17500.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0108 877(C) 8486 700.000 LF | 4.40000 3080.00| 3.17000 2219.00| 8.00000 5600.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0109 880(A) 8812 600.000 SD | 3.40000 2040.00| 5.00000 3000.00| 6.00000 3600.00 ARROW DISPLAY(TYPE C) | | |0110 880(B) 8818 19000.000 SD | 0.10000 1900.00| 0.05000 950.00| 0.06000 1140.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0111 880(B) 8821 23000.000 SD | 0.20000 4600.00| 0.05000 1150.00| 0.06000 1380.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0112 880(B) 8824 17000.000 SD | 0.40000 6800.00| 0.05000 850.00| 0.06000 1020.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0113 880(C) 8842 7000.000 SD | 0.20000 1400.00| 1.00000 7000.00| 1.25000 8750.00 CONSTRUCTION BARRICADES(TYPE III) | | |0114 880(C) 8848 1200.000 SD | 0.70000 840.00| 5.00000 6000.00| 6.50000 7800.00 WING BARRICADES | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -8 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 450699862 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |B & B BRIDGE COMPANY, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0115 880(E) 8860 24000.000 SD | 0.10000 2400.00| 0.10000 2400.00| 0.13000 3120.00 WARNING LIGHTS(TYPE A) | | |0116 880(E) 8872 31000.000 SD | 0.10000 3100.00| 0.02000 620.00| 0.03000 930.00 WARNING LIGHTS(TYPE C) | | |0117 880(F) 8878 31000.000 SD | 0.10000 3100.00| 0.10000 3100.00| 0.13000 4030.00 DRUMS | | |0118 880(G) 8884 12000.000 SD | 0.30000 3600.00| 0.25000 3000.00| 0.32000 3840.00 TUBE CHANNELIZERS | | |0119 880(G) 8890 3000.000 SD | 0.30000 900.00| 0.10000 300.00| 0.13000 390.00 CHANNELIZER CONES | | |0120 882(A) 8306 600.000 SD | 11.10000 6660.00| 10.00000 6000.00| 13.00000 7800.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 71,960.00| $ 63,896.00| $ 78,110.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 SIGNING AND STRIPING | | |0121 805(A) 8724 34.000 EA | 45.00000 1530.00| 25.00000 850.00| 32.00000 1088.00 (PL)REMOVAL OF EXISTING SIGNS | | |0122 805(D) 8756 2.000 EA | 202.40000 404.80| 100.00000 200.00| 125.00000 250.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0123 850(A) 8110 250.630 SF | 15.60000 3909.83| 12.00000 3007.56| 15.00000 3759.45 SHEET ALUMINUM SIGNS | | |0124 851(C) 8324 29.360 LF | 11.90000 349.38| 6.00000 176.16| 8.00000 234.88 2" SQUARE TUBE POST | | |0125 851(C) 8330 408.670 LF | 11.90000 4863.17| 6.00000 2452.02| 8.00000 3269.36 2 1/2" SQUARE TUBE POST | | |0126 855(A) 8812 15200.000 LF | 0.60000 9120.00| 0.50000 7600.00| 0.65000 9880.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0127 855(A) 8825 100.000 LF | 6.70000 670.00| 10.00000 1000.00| 13.00000 1300.00 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | | SECTION TOTALS | $ 20,847.18| $ 15,285.74| $ 19,781.69------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 STAKING | | |0128 642(B) 0096 1.000 LSUM | 17000.00000 17000.00| 14000.00000 14000.00| 25000.00000 25000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 17,000.00| $ 14,000.00| $ 25,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -9 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 450699862 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |B & B BRIDGE COMPANY, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0129 220 2800 1.000 LSUM | 3330.00000 3330.00| 5500.00000 5500.00| 3500.00000 3500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0130 640(A) 1398 1.000 EA | 7763.20000 7763.20| 7300.00000 7300.00| 6000.00000 6000.00 FIELD OFFICE | | |0131 641 1399 1.000 LSUM | 59627.90000 59627.90| 100000.00000 100000.00| 200000.00000 200000.00 MOBILIZATION | | | SECTION TOTALS | $ 70,721.10| $ 112,800.00| $ 209,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,281,687.19| $ 3,356,595.92| $ 3,531,321.74====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -10 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731576732 |( ) |APAC-CENTRAL, INC. |PARADIGM CONSTRUCTION & ENGI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 21250.58000 21250.58| 35000.00000 35000.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 8935.000 CY | 7.38000 65940.30| 5.00000 44675.00| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 20356.000 CY | 11.35000 231040.60| 9.00000 183204.00| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 19786.85000 19786.85| 30000.00000 30000.00| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 4503.000 LF | 1.93000 8690.79| 2.50000 11257.50| TEMPORARY SILT FENCE | | |0006 221(D) 2803 3.000 EA | 152.01000 456.03| 175.00000 525.00| TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 210.000 LF | 9.21000 1934.10| 10.50000 2205.00| TEMPORARY SILT DIKE | | |0008 230(A) 2806 28216.000 SY | 1.35000 38091.60| 1.60000 45145.60| SOLID SLAB SODDING | | |0009 233(A) 2817 20.000 AC | 470.08000 9401.60| 550.00000 11000.00| VEGETATIVE MULCHING | | |0010 241 2832 12.000 AC | 61.77000 741.24| 70.00000 840.00| MOWING | | |0011 303(A) 2100 4055.000 CY | 34.20000 138681.00| 39.00000 158145.00| AGGREGATE BASE TYPE A | | |0012 307(A) 4200 1091.000 TON | 63.65000 69442.15| 60.00000 65460.00| FLY ASH | | |0013 307(E) 4240 20080.000 SY | 2.91000 58432.80| 2.60000 52208.00| CEMENTITIOUS STABILIZED SUBGRADE | | |0014 325 5271 20764.000 SY | 1.05000 21802.20| 2.75000 57101.00| SEPARATOR FABRIC | | |0015 402(E) 0225 1649.000 TON | 17.88000 29484.12| 22.00000 36278.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 408 5774 11586.000 GAL | 7.24000 83882.64| 6.00000 69516.00| PRIME COAT | | |0017 411(B) 5940 2032.000 TON | 65.31000 132709.92| 73.00000 148336.00| SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0018 411(B) 5945 4368.000 TON | 57.14000 249587.52| 67.00000 292656.00| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -11 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731576732 |( ) |APAC-CENTRAL, INC. |PARADIGM CONSTRUCTION & ENGI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(C) 5955 2110.000 TON | 80.39000 169622.90| 90.00000 189900.00| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0020 411(C) 5960 1121.000 TON | 75.48000 84613.08| 88.00000 98648.00| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 412 5267 8205.000 SY | 1.66000 13620.30| 3.75000 30768.75| COLD MILLING PAVEMENT | | |0022 413(B) 4863 7428.000 LF | 0.80000 5942.40| 1.00000 7428.00| RUMBLE STRIP-METHOD HMA-CYC | | |0023 501(A) 0313 53.000 CY | 26.17000 1387.01| 30.00000 1590.00| STRUCTURAL EXCAVATION UNCLASSIFIED | | |0024 509(A) 0319 100.920 CY | 415.83000 41965.56| 550.00000 55506.00| CLASS AA CONCRETE | | |0025 511(A) 0332 13715.000 LB | 0.68000 9326.20| 1.00000 13715.00| REINFORCING STEEL | | |0026 601(A) 0297 38.000 TON | 43.98000 1671.24| 30.00000 1140.00| TYPE I PLAIN RIPRAP | | |0027 609(B) 1513 447.000 LF | 16.71000 7469.37| 35.00000 15645.00| 1'-8" COMB. CURB & GUTTER (6" BARRIER) | | |0028 611(G) 5327 1.000 EA | 4033.25000 4033.25| 3000.00000 3000.00| INLET GPI TYPE 1 (DES. 1) | | |0029 611(G) 5338 2.000 EA | 6133.56000 12267.12| 3750.00000 7500.00| INLET GPI TYPE 2 (DES. 12) | | |0030 611(H) 5374 0.660 VF | 665.55000 439.26| 300.00000 198.00| ADD'L DEPTH IN INLET GPI TYPE 1 | | |0031 611(H) 5375 3.800 VF | 380.12000 1444.46| 350.00000 1330.00| ADD'L DEPTH IN INLET GPI TYPE 2 | | |0032 613(A) 0492 78.000 LF | 61.12000 4767.36| 50.00000 3900.00| 24" R.C.PIPE CLASS III | | |0033 613(B) 0689 348.000 LF | 62.12000 21617.76| 30.00000 10440.00| 18" CORR. GALV. STEEL PIPE | | |0034 613(L) 5730 1.000 EA | 721.14000 721.14| 1100.00000 1100.00| 24" PREFAB. CULVERT END SECTION, ROUND | | |0035 613(T) 1187 137.000 CY | 62.26000 8529.62| 50.00000 6850.00| STANDARD BEDDING MATERIAL, CLASS C | | |0036 613(V) 1180 247.000 CY | 14.61000 3608.67| 6.00000 1482.00| TRENCH EXCAVATION | | |0037 619(A) 0920 1.000 LSUM | 2315.41000 2315.41| 12000.00000 12000.00| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -12 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731576732 |( ) |APAC-CENTRAL, INC. |PARADIGM CONSTRUCTION & ENGI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 619(B) 0291 2.000 EA | 1598.17000 3196.34| 2000.00000 4000.00| REMOVAL OF HEADWALL | | |0039 619(B) 4726 447.000 LF | 3.81000 1703.07| 5.00000 2235.00| REMOVAL OF CURB AND GUTTER | | |0040 619(B) 4728 12947.000 SY | 5.47000 70820.09| 3.75000 48551.25| REMOVAL OF ASPHALT PAVEMENT | | |0041 619(B) 4763 4428.000 SY | 8.13000 35999.64| 6.00000 26568.00| REMOVAL OF CONCRETE PAVEMENT W/ASPHALT | | | OVERLAY | | |0042 619(B) 4780 300.000 LF | 4.19000 1257.00| 2.00000 600.00| REMOVAL OF GUARDRAIL | | |0043 619(C) 0924 2881.000 LF | 3.38000 9737.78| 4.00000 11524.00| SAWING PAVEMENT | | |0044 623 0100 5.000 EA | 890.95000 4454.75| 850.00000 4250.00| (PL)GUARDRAIL CURBING | | |0045 623(A) 0932 956.250 LF | 17.54000 16772.63| 16.50000 15778.13| BEAM GUARDRAIL W-BEAM SINGLE | | |0046 623(F) 8300 1.000 EA | 523.47000 523.47| 600.00000 600.00| GUARDRAIL TRAIL END TURNDOWN (31") | | |0047 623(G) 8590 4.000 EA | 2303.27000 9213.08| 2250.00000 9000.00| GUARDRAIL END TREATMENT (31") | | |0048 623(I) 8700 5.000 EA | 1727.45000 8637.25| 1550.00000 7750.00| GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0049 624(C) 4459 487.000 LF | 8.38000 4081.06| 6.00000 2922.00| FENCE-STYLE SWF (5 BARBED WIRE) | | |0050 629(A) 4958 1.000 EA | 130.87000 130.87| 150.00000 150.00| MAILBOX INSTALLATION-SINGLE | | |0051 629(C) 4960 1.000 EA | 57.58000 57.58| 75.00000 75.00| MAILBOX | | |0052 629(D) 4961 1.000 EA | 209.38000 209.38| 120.00000 120.00| REMOVAL OF MAILBOX INSTALLATION | | |0053 853 9066 25.000 EA | 11.52000 288.00| 12.00000 300.00| GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | | SECTION TOTALS | $ 1,743,800.14| $ 1,840,116.23| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -13 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731576732 |( ) |APAC-CENTRAL, INC. |PARADIGM CONSTRUCTION & ENGI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' | | |0054 501(B) 1307 90.000 CY | 26.17000 2355.30| 6.00000 540.00| SUBSTRUCTURE EXCAVATION COMMON | | |0055 501(G) 6309 164.600 CY | 99.46000 16371.12| 100.00000 16460.00| CLSM BACKFILL | | |0056 503(A) 1312 856.000 LF | 209.39000 179237.84| 180.00000 154080.00| PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0057 504(A) 1304 218.800 SY | 181.09000 39622.49| 175.00000 38290.00| APPROACH SLAB | | |0058 504(B) 1305 1112.800 SY | 4.24000 4718.27| 4.00000 4451.20| SAW-CUT GROOVING | | |0059 504(E) 6190 527.000 LF | 102.60000 54070.20| 110.00000 57970.00| 42" F-SHAPED PARAPET | | |0060 506(A) 1322 1040.000 LB | 2.88000 2995.20| 1.25000 1300.00| STRUCTURAL STEEL | | |0061 507(A) 6172 8.000 EA | 492.06000 3936.48| 550.00000 4400.00| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0062 507(B) 6174 16.000 EA | 2041.53000 32664.48| 1700.00000 27200.00| STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0063 507(C) 6282 16.000 EA | 523.47000 8375.52| 500.00000 8000.00| ELASTOMERIC BEARING PADS | | |0064 509(A) 1326 268.800 CY | 507.77000 136488.58| 500.00000 134400.00| CLASS AA CONCRETE | | |0065 509(B) 1328 112.800 CY | 507.77000 57276.46| 500.00000 56400.00| CLASS A CONCRETE | | |0066 509(D) 1331 12.000 CY | 628.16000 7537.92| 700.00000 8400.00| CLASS C CONCRETE | | |0067 511(B) 6010 100110.000 LB | 1.05000 105115.50| 1.05000 105115.50| EPOXY COATED REINFORCING STEEL | | |0068 514(A) 6010 344.000 LF | 30.36000 10443.84| 45.00000 15480.00| PILES, FURNISHED (HP 10X42) | | |0069 514(B) 6292 344.000 LF | 23.03000 7922.32| 6.00000 2064.00| PILES, DRIVEN (HP 10X42) | | |0070 515(A) 6013 944.000 SY | 3.82000 3606.08| 4.00000 3776.00| WATER REPELLENT (VISUALLY INSPECTED) | | |0071 516(A) 6094 112.000 LF | 622.93000 69768.16| 425.00000 47600.00| DRILLED SHAFTS 48" DIAMETER | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -14 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731576732 |( ) |APAC-CENTRAL, INC. |PARADIGM CONSTRUCTION & ENGI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0072 523(A) 6550 152.000 LF | 4.19000 636.88| 5.00000 760.00| SEALER CRACK PREPARATION | | |0073 523(B) 6560 1.700 GAL | 104.69000 177.97| 125.00000 212.50| SEALER RESIN | | |0074 601(B) 1353 960.000 TON | 31.41000 30153.60| 29.00000 27840.00| TYPE I-A PLAIN RIPRAP | | |0075 601(C) 1355 230.000 TON | 33.50000 7705.00| 22.00000 5060.00| TYPE I-A FILTER BLANKET | | |0076 613(H) 6204 82.000 LF | 26.17000 2145.94| 32.00000 2624.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0077 613(I) 6207 40.000 LF | 26.17000 1046.80| 20.00000 800.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0078 619(D) 1397 1.000 LSUM | 31408.16000 31408.16| 40000.00000 40000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 815,780.11| $ 763,223.20| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'B' | | |0079 501(B) 1307 90.000 CY | 26.17000 2355.30| 6.00000 540.00| SUBSTRUCTURE EXCAVATION COMMON | | |0080 501(G) 6309 164.600 CY | 99.46000 16371.12| 100.00000 16460.00| CLSM BACKFILL | | |0081 503(A) 1312 856.000 LF | 209.39000 179237.84| 180.00000 154080.00| PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0082 504(A) 1304 218.800 SY | 180.04000 39392.75| 175.00000 38290.00| APPROACH SLAB | | |0083 504(B) 1305 1112.800 SY | 4.24000 4718.27| 4.00000 4451.20| SAW-CUT GROOVING | | |0084 504(E) 6190 527.000 LF | 102.60000 54070.20| 110.00000 57970.00| 42" F-SHAPED PARAPET | | |0085 506(A) 1322 1040.000 LB | 2.88000 2995.20| 1.25000 1300.00| STRUCTURAL STEEL | | |0086 507(A) 6172 8.000 EA | 492.06000 3936.48| 550.00000 4400.00| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0087 507(B) 6174 16.000 EA | 2041.53000 32664.48| 1700.00000 27200.00| STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -15 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731576732 |( ) |APAC-CENTRAL, INC. |PARADIGM CONSTRUCTION & ENGI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0088 507(C) 6282 16.000 EA | 523.47000 8375.52| 500.00000 8000.00| ELASTOMERIC BEARING PADS | | |0089 509(A) 1326 268.800 CY | 507.77000 136488.58| 500.00000 134400.00| CLASS AA CONCRETE | | |0090 509(B) 1328 112.800 CY | 507.77000 57276.46| 500.00000 56400.00| CLASS A CONCRETE | | |0091 509(D) 1331 12.000 CY | 628.16000 7537.92| 700.00000 8400.00| CLASS C CONCRETE | | |0092 511(B) 6010 100110.000 LB | 1.05000 105115.50| 1.05000 105115.50| EPOXY COATED REINFORCING STEEL | | |0093 514(A) 6010 352.000 LF | 30.36000 10686.72| 45.00000 15840.00| PILES, FURNISHED (HP 10X42) | | |0094 514(B) 6292 352.000 LF | 23.03000 8106.56| 6.00000 2112.00| PILES, DRIVEN (HP 10X42) | | |0095 515(A) 6013 944.000 SY | 3.82000 3606.08| 4.00000 3776.00| WATER REPELLENT (VISUALLY INSPECTED) | | |0096 516(A) 6094 114.000 LF | 622.93000 71014.02| 425.00000 48450.00| DRILLED SHAFTS 48" DIAMETER | | |0097 523(A) 6550 152.000 LF | 4.19000 636.88| 5.00000 760.00| SEALER CRACK PREPARATION | | |0098 523(B) 6560 1.700 GAL | 104.69000 177.97| 125.00000 212.50| SEALER RESIN | | |0099 601(B) 1353 960.000 TON | 31.41000 30153.60| 29.00000 27840.00| TYPE I-A PLAIN RIPRAP | | |0100 601(C) 1355 230.000 TON | 33.50000 7705.00| 22.00000 5060.00| TYPE I-A FILTER BLANKET | | |0101 613(H) 6204 82.000 LF | 26.17000 2145.94| 32.00000 2624.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0102 613(I) 6207 40.000 LF | 26.17000 1046.80| 20.00000 800.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0103 619(D) 1397 1.000 LSUM | 26173.47000 26173.47| 40000.00000 40000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 811,988.66| $ 764,481.20| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0104 857(A) 8839 11000.000 LF | 0.37000 4070.00| 0.40000 4400.00| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -16 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731576732 |( ) |APAC-CENTRAL, INC. |PARADIGM CONSTRUCTION & ENGI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0105 857(C) 8851 22000.000 LF | 0.89000 19580.00| 0.95000 20900.00| REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0106 857(F) 8006 1000.000 LF | 0.89000 890.00| 0.95000 950.00| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0107 877(B) 8484 700.000 LF | 41.68000 29176.00| 27.00000 18900.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0108 877(C) 8486 700.000 LF | 10.70000 7490.00| 3.00000 2100.00| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0109 880(A) 8812 600.000 SD | 26.17000 15702.00| 9.00000 5400.00| ARROW DISPLAY(TYPE C) | | |0110 880(B) 8818 19000.000 SD | 0.05000 950.00| 0.10000 1900.00| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0111 880(B) 8821 23000.000 SD | 0.02000 460.00| 0.05000 1150.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0112 880(B) 8824 17000.000 SD | 0.05000 850.00| 0.10000 1700.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0113 880(C) 8842 7000.000 SD | 0.37000 2590.00| 0.45000 3150.00| CONSTRUCTION BARRICADES(TYPE III) | | |0114 880(C) 8848 1200.000 SD | 1.05000 1260.00| 1.10000 1320.00| WING BARRICADES | | |0115 880(E) 8860 24000.000 SD | 0.10000 2400.00| 0.15000 3600.00| WARNING LIGHTS(TYPE A) | | |0116 880(E) 8872 31000.000 SD | 0.02000 620.00| 0.05000 1550.00| WARNING LIGHTS(TYPE C) | | |0117 880(F) 8878 31000.000 SD | 0.37000 11470.00| 0.45000 13950.00| DRUMS | | |0118 880(G) 8884 12000.000 SD | 0.37000 4440.00| 0.45000 5400.00| TUBE CHANNELIZERS | | |0119 880(G) 8890 3000.000 SD | 0.37000 1110.00| 0.45000 1350.00| CHANNELIZER CONES | | |0120 882(A) 8306 600.000 SD | 15.70000 9420.00| 17.00000 10200.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 112,478.00| $ 97,920.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 520 -17 TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : 130059 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731576732 |( ) |APAC-CENTRAL, INC. |PARADIGM CONSTRUCTION & ENGI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 SIGNING AND STRIPING | | |0121 805(A) 8724 34.000 EA | 20.94000 711.96| 50.00000 1700.00| (PL)REMOVAL OF EXISTING SIGNS | | |0122 805(D) 8756 2.000 EA | 209.39000 418.78| 250.00000 500.00| (PL)REMOVE & RESET EXISTING SIGNS | | |0123 850(A) 8110 250.630 SF | 15.70000 3934.89| 18.00000 4511.34| SHEET ALUMINUM SIGNS | | |0124 851(C) 8324 29.360 LF | 12.56000 368.76| 15.00000 440.40| 2" SQUARE TUBE POST | | |0125 851(C) 8330 408.670 LF | 10.47000 4278.77| 15.00000 6130.05| 2 1/2" SQUARE TUBE POST | | |0126 855(A) 8812 15200.000 LF | 1.05000 15960.00| 0.85000 12920.00| TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0127 855(A) 8825 100.000 LF | 6.28000 628.00| 8.00000 800.00| TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | | SECTION TOTALS | $ 26,301.16| $ 27,001.79| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 STAKING | | |0128 642(B) 0096 1.000 LSUM | 37794.49000 37794.49| 27000.00000 27000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 37,794.49| $ 27,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0129 220 2800 1.000 LSUM | 3422.49000 3422.49| 5000.00000 5000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0130 640(A) 1398 1.000 EA | 10718.82000 10718.82| 4000.00000 4000.00| FIELD OFFICE | | |0131 641 1399 1.000 LSUM | 85772.59000 85772.59| 185500.00000 185500.00| MOBILIZATION | | | SECTION TOTALS | $ 99,913.90| $ 194,500.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,648,056.46| $ 3,714,242.42| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -1 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 145 CALENDAR DAYS GRADE, DRAIN, AND SURFACE URBAN PROJECT(S) : STP-166B(205)IG CITY STREET (JM DAVIS BLVD): FROM SH-66, EXTEND NORTHEAST IN CLAREMORE. PROJECT LENGTH = 0.293 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- PLUS B DAYS C DAYS ITEM TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME TIME: 2500 BID BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE 120 $ 2,061,977.04 $ 2,361,977.04 116.1441% 100.0000% 1 731567834 -- CONTECH, INC. 120 $ 1,733,660.64 $ 2,033,660.64 100.0000% 86.0999% 2 201749126 -- PARAGON CONTRACTORS, LLC 100 $ 1,824,502.41 $ 2,074,502.41 102.0083% 87.8291% 3 581401469 -- APAC-CENTRAL, INC. 120 $ 1,901,839.52 $ 2,201,839.52 108.2698% 93.2202% 4 731316732 -- BECCO CONTRACTORS, INC. 120 $ 1,980,562.60 $ 2,280,562.60 112.1408% 96.5531%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731567834 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |CONTECH, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(E) 0186 2000.000 CY | 12.00000 24000.00| 14.00000 28000.00| 15.00000 30000.00 SELECT BORROW | | |0002 202(H) 0185 1.000 LSUM | 75000.00000 75000.00| 45000.00000 45000.00| 40000.00000 40000.00 EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 45000.00000 45000.00 TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 1117.000 LF | 2.97000 3317.49| 2.00000 2234.00| 2.00000 2234.00 TEMPORARY SILT FENCE | | |0005 221(D) 2803 11.000 EA | 128.82000 1417.02| 150.00000 1650.00| 84.00000 924.00 TEMPORARY SEDIMENT FILTER | | |0006 221(F) 0100 42.000 LF | 10.82000 454.44| 12.00000 504.00| 9.95000 417.90 TEMPORARY SILT DIKE | | |0007 230(A) 2806 6000.000 SY | 2.50000 15000.00| 2.00000 12000.00| 1.24000 7440.00 SOLID SLAB SODDING | | |0008 232(A) 2813 1.300 AC | 1000.00000 1300.00| 650.00000 845.00| 495.00000 643.50 SEEDING METHOD A | | |0009 233(A) 2817 1.300 AC | 500.00000 650.00| 650.00000 845.00| 495.00000 643.50 VEGETATIVE MULCHING | | |0010 241 2832 2.600 AC | 50.00000 130.00| 100.00000 260.00| 49.00000 127.40 MOWING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -2 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731567834 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |CONTECH, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 303(A) 2100 1300.000 CY | 45.00000 58500.00| 42.00000 54600.00| 35.30000 45890.00 AGGREGATE BASE TYPE A | | |0012 303(C) 2130 1500.000 CY | 50.00000 75000.00| 43.00000 64500.00| 37.16000 55740.00 AGGREGATE BASE TYPE C | | |0013 307(J) 4290 8537.000 SY | 7.50000 64027.50| 5.00000 42685.00| 6.54000 55831.98 MODIFIED SUBGRADE | | |0014 325 5271 10419.000 SY | 1.50000 15628.50| 1.25000 13023.75| 1.60000 16670.40 SEPARATOR FABRIC | | |0015 402(E) 0225 228.000 TON | 25.00000 5700.00| 30.00000 6840.00| 27.03000 6162.84 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 407(B) 0250 673.000 GAL | 3.80000 2557.40| 3.30000 2220.90| 3.50000 2355.50 TACK COAT | | |0017 408 5774 2989.000 GAL | 5.10000 15243.90| 8.40000 25107.60| 5.00000 14945.00 PRIME COAT | | |0018 411(B) 5940 241.000 TON | 85.00000 20485.00| 85.50000 20605.50| 76.00000 18316.00 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0019 411(B) 5945 241.000 TON | 80.00000 19280.00| 78.62000 18947.42| 67.00000 16147.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0020 411(C) 5955 1400.000 TON | 95.00000 133000.00| 93.85000 131390.00| 88.00000 123200.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0021 411(C) 5960 720.000 TON | 85.00000 61200.00| 71.16000 51235.20| 75.00000 54000.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0022 412 5267 9157.000 SY | 3.50000 32049.50| 3.90000 35712.30| 2.25000 20603.25 COLD MILLING PAVEMENT | | |0023 414(A) 0210 1334.000 SY | 20.00000 26680.00| 16.00000 21344.00| 17.00000 22678.00 P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0024 414(B) 5725 6563.000 SY | 25.00000 164075.00| 20.00000 131260.00| 9.50000 62348.50 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0025 414(G) 5275 1713.000 CY | 150.00000 256950.00| 96.00000 164448.00| 115.00000 196995.00 P.C. CONCRETE FOR PAVEMENT | | |0026 509(A) 0319 36.600 CY | 500.00000 18300.00| 600.00000 21960.00| 540.00000 19764.00 CLASS AA CONCRETE | | |0027 509(C) 0322 25.000 CY | 500.00000 12500.00| 600.00000 15000.00| 893.86000 22346.50 CLASS A CONCRETE, SMALL STRUCTURES | | |0028 509(D) 0325 25.000 CY | 300.00000 7500.00| 300.00000 7500.00| 350.00000 8750.00 CLASS C CONCRETE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -3 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731567834 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |CONTECH, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0029 511(A) 0332 4594.000 LB | 1.25000 5742.50| 1.50000 6891.00| 0.64000 2940.16 REINFORCING STEEL | | |0030 601(A) 0297 50.000 TON | 40.00000 2000.00| 40.00000 2000.00| 31.89000 1594.50 TYPE I PLAIN RIPRAP | | |0031 609(A) 0287 363.000 LF | 8.00000 2904.00| 5.00000 1815.00| 11.00000 3993.00 CONCRETE CURB (4" MNTBLE-INTEGRAL) | | |0032 609(A) 0300 1537.000 LF | 10.00000 15370.00| 6.00000 9222.00| 13.00000 19981.00 CONCRETE CURB (6" BARRIER-INTEGRAL) | | |0033 609(B) 1513 1388.000 LF | 20.00000 27760.00| 17.00000 23596.00| 18.00000 24984.00 1'-8" COMB. CURB & GUTTER (6" BARRIER) | | |0034 610(A) 0602 44.000 SY | 45.00000 1980.00| 60.00000 2640.00| 58.00000 2552.00 4" CONCRETE SIDEWALK | | |0035 610(B) 0604 18.000 SY | 50.00000 900.00| 66.00000 1188.00| 89.00000 1602.00 6" CONCRETE DRIVEWAY | | |0036 610(C) 0608 413.000 SY | 40.00000 16520.00| 42.00000 17346.00| 60.00000 24780.00 4" CONCRETE DIVIDING STRIP | | |0037 610(C) 0610 9.000 SY | 50.00000 450.00| 66.00000 594.00| 175.00000 1575.00 8" CONCRETE DIVIDING STRIP | | |0038 610(D) 2679 290.000 SY | 50.00000 14500.00| 10.00000 2900.00| 46.17000 13389.30 REMOVE & RELAY BRICK/STONE SIDEWALK | | |0039 610(I) 4610 48.000 SF | 25.00000 1200.00| 25.00000 1200.00| 16.50000 792.00 TACTILE WARNING DEVICE-NEW | | |0040 611(C) 4215 10.000 EA | 2500.00000 25000.00| 330.00000 3300.00| 1032.41000 10324.10 REPLACEMENT OF MANHOLE FRAME & COVER | | |0041 611(G) 5112 9.000 EA | 2500.00000 22500.00| 2600.00000 23400.00| 2587.24000 23285.16 INLET CI DES. 2 (STD) | | |0042 611(G) 6000 1.000 EA | 2000.00000 2000.00| 2800.00000 2800.00| 2522.23000 2522.23 INLET (SMD-TYPE 1) | | |0043 611(G) 6006 1.000 EA | 2500.00000 2500.00| 2800.00000 2800.00| 2393.98000 2393.98 INLET (SMD-TYPE 2B) | | |0044 611(I) 4488 18.000 EA | 400.00000 7200.00| 330.00000 5940.00| 266.54000 4797.72 REPLACEMENT OFINLET FRM&GRT (SSIF-FRM, | | | CIG-GRT-VG-F) | | |0045 611(L) 0487 715.000 CF | 60.00000 42900.00| 65.00000 46475.00| 54.73000 39131.95 JUNCTION BOXES | | |0046 611(M) 4488 18.000 EA | 250.00000 4500.00| 230.00000 4140.00| 266.54000 4797.72 REPLACEMENT OF CAST IRON HOOD | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -4 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731567834 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |CONTECH, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0047 612(B) 0642 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| 2218.40000 2218.40 MANHOLES REBUILT | | |0048 612(B) 0750 2.000 EA | 500.00000 1000.00| 500.00000 1000.00| 926.83000 1853.66 CONNECT TO EXISTING MANHOLE | | |0049 613(A) 0491 50.000 LF | 40.00000 2000.00| 56.00000 2800.00| 68.00000 3400.00 18" R.C.PIPE CLASS III | | |0050 613(A) 0492 180.000 LF | 80.00000 14400.00| 61.00000 10980.00| 55.00000 9900.00 24" R.C.PIPE CLASS III | | |0051 613(A) 0494 2256.000 LF | 100.00000 225600.00| 71.00000 160176.00| 105.00000 236880.00 36" R.C.PIPE CLASS III | | |0052 613(A) 0498 50.000 LF | 250.00000 12500.00| 148.00000 7400.00| 178.00000 8900.00 60" R.C.PIPE CLASS III | | |0053 613(H) 0450 500.000 LF | 12.00000 6000.00| 10.00000 5000.00| 17.40000 8700.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0054 613(I) 1096 100.000 LF | 15.00000 1500.00| 10.00000 1000.00| 13.61000 1361.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0055 613(J) 5915 1681.000 LF | 9.00000 15129.00| 10.00000 16810.00| 12.71000 21365.51 EDGE DRAIN CONDUIT-PERFORATED | | |0056 613(K) 5916 20.000 LF | 20.00000 400.00| 15.00000 300.00| 13.58000 271.60 EDGE DRAIN OUTLET LATERAL-NONPERFORATED | | |0057 613(L) 5726 1.000 EA | 750.00000 750.00| 800.00000 800.00| 450.00000 450.00 18" PREFAB. CULVERT END SECTION, ROUND | | |0058 613(L) 5730 2.000 EA | 1000.00000 2000.00| 1100.00000 2200.00| 600.00000 1200.00 24" PREFAB. CULVERT END SECTION, ROUND | | |0059 613(L) 5742 1.000 EA | 2500.00000 2500.00| 3200.00000 3200.00| 2500.00000 2500.00 60" PREFAB. CULVERT END SECTION, ROUND | | |0060 613(Q) 5946 1.000 EA | 552.24000 552.24| 1000.00000 1000.00| 2400.00000 2400.00 OUTLET LATERAL HEADWALL | | |0061 615(B) 0300 1.000 EA | 1000.00000 1000.00| 2000.00000 2000.00| 1200.00000 1200.00 SANITARY SEWER SERVICE CONNECTION | | |0062 615(C) 0300 120.000 LF | 10.00000 1200.00| 35.00000 4200.00| 24.00000 2880.00 SANITARY SEWER SERVICE LINE | | |0063 619(A) 0920 1.000 LSUM | 20000.00000 20000.00| 5000.00000 5000.00| 18500.00000 18500.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0064 619(B) 4726 1230.000 LF | 5.00000 6150.00| 3.00000 3690.00| 12.41000 15264.30 REMOVAL OF CURB AND GUTTER | | |0065 619(B) 4727 443.000 SY | 4.00000 1772.00| 9.00000 3987.00| 13.24000 5865.32 REMOVAL OF CONCRETE PAVEMENT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -5 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731567834 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |CONTECH, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0066 619(B) 4728 5604.000 SY | 3.14000 17596.56| 4.00000 22416.00| 3.72000 20846.88 REMOVAL OF ASPHALT PAVEMENT | | |0067 619(B) 4780 204.000 LF | 3.00000 612.00| 10.00000 2040.00| 4.80000 979.20 REMOVAL OF GUARDRAIL | | |0068 619(B) 6130 857.000 SY | 3.50000 2999.50| 9.00000 7713.00| 11.01000 9435.57 REMOVAL OF 4" CONCRETE DIVIDING STRIP | | |0069 619(B) 6252 94.000 LF | 24.19000 2273.86| 50.00000 4700.00| 43.35000 4074.90 REMOVAL OF EXISTING PARAPET | | |0070 619(C) 0924 3943.000 LF | 2.97000 11710.71| 4.00000 15772.00| 3.31000 13051.33 SAWING PAVEMENT | | |0071 623(F) 6030 1.000 EA | 2000.00000 2000.00| 1000.00000 1000.00| 2200.00000 2200.00 GUARDRAIL ANCHOR UNIT (TYPE B) | | | SECTION TOTALS | $ 1,663,518.12| $ 1,369,148.67| $ 1,471,307.76------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC CONTROL | | |0072 857(A) 8839 12000.000 LF | 0.12000 1440.00| 0.25000 3000.00| 0.20000 2400.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0073 857(F) 8006 20000.000 LF | 0.14000 2800.00| 0.25000 5000.00| 0.20000 4000.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0074 877(B) 8484 600.000 LF | 22.50000 13500.00| 25.00000 15000.00| 30.00000 18000.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0075 877(C) 8486 600.000 LF | 7.50000 4500.00| 5.00000 3000.00| 11.00000 6600.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0076 880(A) 8812 290.000 SD | 11.00000 3190.00| 5.30000 1537.00| 5.00000 1450.00 ARROW DISPLAY(TYPE C) | | |0077 880(B) 8818 5000.000 SD | 0.08000 400.00| 0.20000 1000.00| 0.15000 750.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0078 880(B) 8821 2400.000 SD | 2.75000 6600.00| 0.30000 720.00| 0.25000 600.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0079 880(B) 8824 2400.000 SD | 1.25000 3000.00| 2.20000 5280.00| 2.00000 4800.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0080 880(C) 8842 2900.000 SD | 0.25000 725.00| 0.55000 1595.00| 0.50000 1450.00 CONSTRUCTION BARRICADES(TYPE III) | | |0081 880(C) 8848 720.000 SD | 2.25000 1620.00| 0.55000 396.00| 0.50000 360.00 WING BARRICADES | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -6 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731567834 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |CONTECH, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0082 880(D) 8854 5500.000 SD | 0.12000 660.00| 0.20000 1100.00| 0.15000 825.00 VERTICAL PANELS | | |0083 880(E) 8860 8900.000 SD | 0.20000 1780.00| 0.15000 1335.00| 0.10000 890.00 WARNING LIGHTS(TYPE A) | | |0084 880(E) 8872 24500.000 SD | 0.10000 2450.00| 0.05000 1225.00| 0.03000 735.00 WARNING LIGHTS(TYPE C) | | |0085 880(F) 8878 12200.000 SD | 0.10000 1220.00| 0.15000 1830.00| 0.10000 1220.00 DRUMS | | |0086 880(G) 8890 12200.000 SD | 0.12000 1464.00| 0.15000 1830.00| 0.10000 1220.00 CHANNELIZER CONES | | |0087 882(A) 8306 290.000 SD | 25.00000 7250.00| 11.00000 3190.00| 10.00000 2900.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 52,599.00| $ 47,038.00| $ 48,200.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 SIGNING & STRIPING | | |0088 805(D) 8744 3.000 EA | 5000.00000 15000.00| 6000.00000 18000.00| 4127.38000 12382.14 (PL)REMOVE & RESET LIGHT POLE | | |0089 805(D) 8756 5.000 EA | 250.00000 1250.00| 165.00000 825.00| 150.00000 750.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0090 850(A) 8110 68.550 SF | 40.00000 2742.00| 35.00000 2399.25| 35.00000 2399.25 SHEET ALUMINUM SIGNS | | |0091 853 9060 13.000 EA | 30.00000 390.00| 4.50000 58.50| 4.00000 52.00 BARRIER DELINEATORS(TYPE 1, CODE 1) | | |0092 855(A) 8812 12434.000 LF | 1.00000 12434.00| 0.85000 10568.90| 0.75000 9325.50 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0093 855(A) 8814 1058.000 LF | 1.94000 2052.52| 1.65000 1745.70| 1.50000 1587.00 TRAFFIC STRIPE(PLASTIC)(8" WIDE) | | |0094 855(A) 8825 735.000 LF | 4.50000 3307.50| 6.60000 4851.00| 6.00000 4410.00 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0095 855(B) 3300 80.000 EA | 250.00000 20000.00| 66.00000 5280.00| 60.00000 4800.00 TRAFFIC STRIPE (PLASTIC)(SYMBOLS, WORDS | | | ETC.) | | | SECTION TOTALS | $ 57,176.02| $ 43,728.35| $ 35,705.89------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -7 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731567834 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |CONTECH, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNALS | | |0096 802(B) 8342 110.000 LF | 5.00000 550.00| 3.98000 437.80| 3.78000 415.80 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0097 802(B) 8344 330.000 LF | 40.00000 13200.00| 21.20000 6996.00| 20.13000 6642.90 3" PVC SCH.40 PLASTIC CONDUIT BORED | | |0098 802(B) 8346 20.000 LF | 10.00000 200.00| 10.60000 212.00| 10.07000 201.40 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0099 803(A) 8065 3.000 EA | 300.00000 900.00| 312.70000 938.10| 296.97000 890.91 PULL BOX(SIZE I) | | |0100 803(A) 8066 1.000 EA | 600.00000 600.00| 349.80000 349.80| 332.20000 332.20 PULL BOX(SIZE II) | | |0101 804(A) 2915 20.100 CY | 600.00000 12060.00| 572.00000 11497.20| 543.61000 10926.56 STRUCTURAL CONCRETE | | |0102 804(B) 2916 2965.000 LB | 1.00000 2965.00| 1.50000 4447.50| 1.31000 3884.15 REINFORCING STEEL | | |0103 805(A) 8704 5.000 EA | 50.00000 250.00| 90.00000 450.00| 85.57000 427.85 REMOVAL OF PULL BOX | | |0104 805(A) 8726 1.000 LSUM | 3000.00000 3000.00| 8000.00000 8000.00| 4026.71000 4026.71 (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | | |0105 806(A) 8312 1.000 EA | 6100.00000 6100.00| 7475.00000 7475.00| 7006.47000 7006.47 32'MH POLE 40'TS & 10'LMA(G.STL.) | | |0106 806(A) 8313 1.000 EA | 6600.00000 6600.00| 9364.00000 9364.00| 8662.46000 8662.46 32'MH POLE 45'TS & 10'LMA(G.STL.) | | |0107 806(A) 8314 1.000 EA | 7100.00000 7100.00| 9752.00000 9752.00| 8999.69000 8999.69 32'MH POLE 50'TS & 10'LMA(G.STL.) | | |0108 806(A) 8348 1.000 EA | 8200.00000 8200.00| 13062.38000 13062.38| 11964.36000 11964.36 32'MH POLE,60'TS & 10'LMA(G.STL.) | | |0109 806(A) 8739 1.000 EA | 9000.00000 9000.00| 13760.92000 13760.92| 12543.20000 12543.20 POLE & 70' TS MST.ARM(G.STL.) | | |0110 806(B) 8894 2.000 EA | 650.00000 1300.00| 530.00000 1060.00| 493.27000 986.54 10' MTG.HT.TS PED.POLE(G.STL.) | | |0111 809(A) 8090 4.000 EA | 850.00000 3400.00| 461.00000 1844.00| 437.91000 1751.64 ROADWAY LUMINAIRE | | |0112 810(A) 3118 1.000 EA | 2500.00000 2500.00| 636.00000 636.00| 604.01000 604.01 SERVICE POLE | | |0113 811 8040 200.000 LF | 2.26000 452.00| 2.00000 400.00| 1.76000 352.00 1/C NO.6 ELECTRICAL CONDUCTOR | | |0114 811 8044 1340.000 LF | 0.66000 884.40| 1.00000 1340.00| 0.83000 1112.20 1/C NO.10 ELECTRICAL CONDUCTOR | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -8 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731567834 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |CONTECH, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0115 825 8550 1.000 EA | 25000.00000 25000.00| 13230.92000 13230.92| 12276.43000 12276.43 TRAFFIC SIGNAL CONTROLLER ASSEMBLY | | |0116 825(A) 8559 1.000 EA | 10000.00000 10000.00| 7700.00000 7700.00| 7313.51000 7313.51 SIGNAL SYSTEM CONTROLLER UPGRADE | | |0117 830 8000 4.000 EA | 950.00000 3800.00| 300.00000 1200.00| 281.87000 1127.48 PEDESTRIAN PUSH BUTTON | | |0118 831 8231 7.000 EA | 500.00000 3500.00| 530.00000 3710.00| 498.31000 3488.17 1WAY 3SEC. ADJ. SIG. HD. S-6 | | |0119 831 8252 5.000 EA | 500.00000 2500.00| 525.00000 2625.00| 493.27000 2466.35 1WAY 3SEC. ADJ. SIG. HD. S-9 | | |0120 831 8286 2.000 EA | 1000.00000 2000.00| 1030.00000 2060.00| 971.45000 1942.90 1WAY 5SEC. ADJ. SIG. HD. S-19 | | |0121 831 8295 4.000 EA | 500.00000 2000.00| 448.00000 1792.00| 417.77000 1671.08 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | | |0122 833 3030 14.000 EA | 100.00000 1400.00| 101.00000 1414.00| 93.62000 1310.68 BACKPLATE | | |0123 834(A) 8207 1460.000 LF | 1.09000 1591.40| 1.44000 2102.40| 1.21000 1766.60 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0124 834(A) 8208 90.000 LF | 1.29000 116.10| 1.66000 149.40| 1.43000 128.70 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0125 834(A) 8213 620.000 LF | 4.15000 2573.00| 3.96000 2455.20| 3.72000 2306.40 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0126 834(B) 8220 20.000 LF | 1.10000 22.00| 3.32000 66.40| 3.12000 62.40 2/C SHIELDED LOOP DETECTOR LEAD-IN CABL | | |0127 850(A) 8110 4.000 SF | 20.00000 80.00| 29.15000 116.60| 26.68000 106.72 SHEET ALUMINUM SIGNS | | |0128 850(C) 8118 121.000 SF | 40.00000 4840.00| 38.00000 4598.00| 33.72000 4080.12 MAST ARM MOUNTED SIGNS(ALUMINUM) | | |0129 880(N) 0100 1.000 LSUM | 25000.00000 25000.00| 19140.00000 19140.00| 16610.17000 16610.17 (SP) TEMPORARY TRAFFIC SIGNAL SPAN WIRE | | | EQUIPMENT | | | SECTION TOTALS | $ 163,683.90| $ 154,382.62| $ 138,388.76------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0130 642(B) 0096 1.000 LSUM | 20000.00000 20000.00| 10000.00000 10000.00| 18000.00000 18000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 20,000.00| $ 10,000.00| $ 18,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -9 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731567834 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |CONTECH, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0131 220 2800 1.000 LSUM | 5000.00000 5000.00| 3000.00000 3000.00| 10250.00000 10250.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0132 641 1552 1.000 LSUM | 100000.00000 100000.00| 106363.00000 106363.00| 102650.00000 102650.00 MOBILIZATION | | | SECTION TOTALS | $ 105,000.00| $ 109,363.00| $ 112,900.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,061,977.04| $ 1,733,660.64| $ 1,824,502.41==================================================================================================================================== COST PLUS TIME TOTALS | $ 2,361,977.04| $ 2,033,660.64 | $ 2,074,502.41====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -10 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731316732 |( ) |APAC-CENTRAL, INC. |BECCO CONTRACTORS, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(E) 0186 2000.000 CY | 17.39000 34780.00| 4.00000 8000.00| SELECT BORROW | | |0002 202(H) 0185 1.000 LSUM | 74504.96000 74504.96| 75000.00000 75000.00| EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 8101.42000 8101.42| 5000.00000 5000.00| TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 1117.000 LF | 2.10000 2345.70| 2.00000 2234.00| TEMPORARY SILT FENCE | | |0005 221(D) 2803 11.000 EA | 88.76000 976.36| 50.00000 550.00| TEMPORARY SEDIMENT FILTER | | |0006 221(F) 0100 42.000 LF | 10.51000 441.42| 10.00000 420.00| TEMPORARY SILT DIKE | | |0007 230(A) 2806 6000.000 SY | 1.31000 7860.00| 1.50000 9000.00| SOLID SLAB SODDING | | |0008 232(A) 2813 1.300 AC | 523.06000 679.98| 500.00000 650.00| SEEDING METHOD A | | |0009 233(A) 2817 1.300 AC | 523.06000 679.98| 500.00000 650.00| VEGETATIVE MULCHING | | |0010 241 2832 2.600 AC | 51.78000 134.63| 50.00000 130.00| MOWING | | |0011 303(A) 2100 1300.000 CY | 35.14000 45682.00| 35.00000 45500.00| AGGREGATE BASE TYPE A | | |0012 303(C) 2130 1500.000 CY | 45.52000 68280.00| 38.00000 57000.00| AGGREGATE BASE TYPE C | | |0013 307(J) 4290 8537.000 SY | 7.30000 62320.10| 5.00000 42685.00| MODIFIED SUBGRADE | | |0014 325 5271 10419.000 SY | 1.30000 13544.70| 1.00000 10419.00| SEPARATOR FABRIC | | |0015 402(E) 0225 228.000 TON | 30.35000 6919.80| 16.00000 3648.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 407(B) 0250 673.000 GAL | 2.77000 1864.21| 2.00000 1346.00| TACK COAT | | |0017 408 5774 2989.000 GAL | 7.14000 21341.46| 2.00000 5978.00| PRIME COAT | | |0018 411(B) 5940 241.000 TON | 69.85000 16833.85| 75.00000 18075.00| SUPERPAVE, TYPE S3(PG 70-28 OK) | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -11 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731316732 |( ) |APAC-CENTRAL, INC. |BECCO CONTRACTORS, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(B) 5945 241.000 TON | 63.49000 15301.09| 70.00000 16870.00| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0020 411(C) 5955 1400.000 TON | 85.10000 119140.00| 85.00000 119000.00| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0021 411(C) 5960 720.000 TON | 61.75000 44460.00| 75.00000 54000.00| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0022 412 5267 9157.000 SY | 2.99000 27379.43| 3.00000 27471.00| COLD MILLING PAVEMENT | | |0023 414(A) 0210 1334.000 SY | 18.22000 24305.48| 20.00000 26680.00| P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0024 414(B) 5725 6563.000 SY | 23.01000 151014.63| 25.00000 164075.00| DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0025 414(G) 5275 1713.000 CY | 102.94000 176336.22| 125.00000 214125.00| P.C. CONCRETE FOR PAVEMENT | | |0026 509(A) 0319 36.600 CY | 570.61000 20884.33| 775.00000 28365.00| CLASS AA CONCRETE | | |0027 509(C) 0322 25.000 CY | 623.85000 15596.25| 600.00000 15000.00| CLASS A CONCRETE, SMALL STRUCTURES | | |0028 509(D) 0325 25.000 CY | 353.29000 8832.25| 400.00000 10000.00| CLASS C CONCRETE | | |0029 511(A) 0332 4594.000 LB | 0.68000 3123.92| 1.00000 4594.00| REINFORCING STEEL | | |0030 601(A) 0297 50.000 TON | 54.24000 2712.00| 50.00000 2500.00| TYPE I PLAIN RIPRAP | | |0031 609(A) 0287 363.000 LF | 13.77000 4998.51| 5.00000 1815.00| CONCRETE CURB (4" MNTBLE-INTEGRAL) | | |0032 609(A) 0300 1537.000 LF | 13.36000 20534.32| 8.00000 12296.00| CONCRETE CURB (6" BARRIER-INTEGRAL) | | |0033 609(B) 1513 1388.000 LF | 18.83000 26136.04| 20.00000 27760.00| 1'-8" COMB. CURB & GUTTER (6" BARRIER) | | |0034 610(A) 0602 44.000 SY | 142.44000 6267.36| 115.00000 5060.00| 4" CONCRETE SIDEWALK | | |0035 610(B) 0604 18.000 SY | 72.16000 1298.88| 80.00000 1440.00| 6" CONCRETE DRIVEWAY | | |0036 610(C) 0608 413.000 SY | 38.93000 16078.09| 40.00000 16520.00| 4" CONCRETE DIVIDING STRIP | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -12 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731316732 |( ) |APAC-CENTRAL, INC. |BECCO CONTRACTORS, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0037 610(C) 0610 9.000 SY | 152.96000 1376.64| 65.00000 585.00| 8" CONCRETE DIVIDING STRIP | | |0038 610(D) 2679 290.000 SY | 51.23000 14856.70| 50.00000 14500.00| REMOVE & RELAY BRICK/STONE SIDEWALK | | |0039 610(I) 4610 48.000 SF | 16.12000 773.76| 30.00000 1440.00| TACTILE WARNING DEVICE-NEW | | |0040 611(C) 4215 10.000 EA | 634.02000 6340.20| 550.00000 5500.00| REPLACEMENT OF MANHOLE FRAME & COVER | | |0041 611(G) 5112 9.000 EA | 2752.68000 24774.12| 3000.00000 27000.00| INLET CI DES. 2 (STD) | | |0042 611(G) 6000 1.000 EA | 2525.49000 2525.49| 4000.00000 4000.00| INLET (SMD-TYPE 1) | | |0043 611(G) 6006 1.000 EA | 3751.25000 3751.25| 4200.00000 4200.00| INLET (SMD-TYPE 2B) | | |0044 611(I) 4488 18.000 EA | 845.35000 15216.30| 500.00000 9000.00| REPLACEMENT OFINLET FRM&GRT (SSIF-FRM, | | | CIG-GRT-VG-F) | | |0045 611(L) 0487 715.000 CF | 53.64000 38352.60| 80.00000 57200.00| JUNCTION BOXES | | |0046 611(M) 4488 18.000 EA | 528.35000 9510.30| 500.00000 9000.00| REPLACEMENT OF CAST IRON HOOD | | |0047 612(B) 0642 1.000 EA | 2641.73000 2641.73| 5000.00000 5000.00| MANHOLES REBUILT | | |0048 612(B) 0750 2.000 EA | 1902.04000 3804.08| 1500.00000 3000.00| CONNECT TO EXISTING MANHOLE | | |0049 613(A) 0491 50.000 LF | 58.12000 2906.00| 85.00000 4250.00| 18" R.C.PIPE CLASS III | | |0050 613(A) 0492 180.000 LF | 36.98000 6656.40| 95.00000 17100.00| 24" R.C.PIPE CLASS III | | |0051 613(A) 0494 2256.000 LF | 112.57000 253957.92| 115.00000 259440.00| 36" R.C.PIPE CLASS III | | |0052 613(A) 0498 50.000 LF | 132.09000 6604.50| 225.00000 11250.00| 60" R.C.PIPE CLASS III | | |0053 613(H) 0450 500.000 LF | 11.99000 5995.00| 15.00000 7500.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0054 613(I) 1096 100.000 LF | 13.27000 1327.00| 17.00000 1700.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -13 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731316732 |( ) |APAC-CENTRAL, INC. |BECCO CONTRACTORS, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0055 613(J) 5915 1681.000 LF | 5.63000 9464.03| 10.00000 16810.00| EDGE DRAIN CONDUIT-PERFORATED | | |0056 613(K) 5916 20.000 LF | 8.38000 167.60| 12.00000 240.00| EDGE DRAIN OUTLET LATERAL-NONPERFORATED | | |0057 613(L) 5726 1.000 EA | 528.35000 528.35| 700.00000 700.00| 18" PREFAB. CULVERT END SECTION, ROUND | | |0058 613(L) 5730 2.000 EA | 686.85000 1373.70| 800.00000 1600.00| 24" PREFAB. CULVERT END SECTION, ROUND | | |0059 613(L) 5742 1.000 EA | 1585.04000 1585.04| 3000.00000 3000.00| 60" PREFAB. CULVERT END SECTION, ROUND | | |0060 613(Q) 5946 1.000 EA | 875.44000 875.44| 500.00000 500.00| OUTLET LATERAL HEADWALL | | |0061 615(B) 0300 1.000 EA | 1902.04000 1902.04| 1500.00000 1500.00| SANITARY SEWER SERVICE CONNECTION | | |0062 615(C) 0300 120.000 LF | 26.42000 3170.40| 115.00000 13800.00| SANITARY SEWER SERVICE LINE | | |0063 619(A) 0920 1.000 LSUM | 17104.84000 17104.84| 30000.00000 30000.00| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0064 619(B) 4726 1230.000 LF | 5.84000 7183.20| 3.00000 3690.00| REMOVAL OF CURB AND GUTTER | | |0065 619(B) 4727 443.000 SY | 10.77000 4771.11| 10.00000 4430.00| REMOVAL OF CONCRETE PAVEMENT | | |0066 619(B) 4728 5604.000 SY | 7.69000 43094.76| 5.00000 28020.00| REMOVAL OF ASPHALT PAVEMENT | | |0067 619(B) 4780 204.000 LF | 6.75000 1377.00| 5.00000 1020.00| REMOVAL OF GUARDRAIL | | |0068 619(B) 6130 857.000 SY | 11.75000 10069.75| 4.00000 3428.00| REMOVAL OF 4" CONCRETE DIVIDING STRIP | | |0069 619(B) 6252 94.000 LF | 18.13000 1704.22| 40.00000 3760.00| REMOVAL OF EXISTING PARAPET | | |0070 619(C) 0924 3943.000 LF | 3.51000 13839.93| 2.00000 7886.00| SAWING PAVEMENT | | |0071 623(F) 6030 1.000 EA | 2113.38000 2113.38| 2750.00000 2750.00| GUARDRAIL ANCHOR UNIT (TYPE B) | | | SECTION TOTALS | $ 1,573,384.15| $ 1,598,655.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -14 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731316732 |( ) |APAC-CENTRAL, INC. |BECCO CONTRACTORS, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC CONTROL | | |0072 857(A) 8839 12000.000 LF | 0.21000 2520.00| 0.22000 2640.00| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0073 857(F) 8006 20000.000 LF | 0.21000 4200.00| 0.22000 4400.00| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0074 877(B) 8484 600.000 LF | 44.00000 26400.00| 25.00000 15000.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0075 877(C) 8486 600.000 LF | 5.41000 3246.00| 8.00000 4800.00| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0076 880(A) 8812 290.000 SD | 5.28000 1531.20| 6.00000 1740.00| ARROW DISPLAY(TYPE C) | | |0077 880(B) 8818 5000.000 SD | 0.16000 800.00| 0.17000 850.00| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0078 880(B) 8821 2400.000 SD | 0.26000 624.00| 0.28000 672.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0079 880(B) 8824 2400.000 SD | 2.11000 5064.00| 2.20000 5280.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0080 880(C) 8842 2900.000 SD | 0.53000 1537.00| 0.55000 1595.00| CONSTRUCTION BARRICADES(TYPE III) | | |0081 880(C) 8848 720.000 SD | 0.53000 381.60| 0.55000 396.00| WING BARRICADES | | |0082 880(D) 8854 5500.000 SD | 0.16000 880.00| 0.17000 935.00| VERTICAL PANELS | | |0083 880(E) 8860 8900.000 SD | 0.11000 979.00| 0.11000 979.00| WARNING LIGHTS(TYPE A) | | |0084 880(E) 8872 24500.000 SD | 0.03000 735.00| 0.03000 735.00| WARNING LIGHTS(TYPE C) | | |0085 880(F) 8878 12200.000 SD | 0.11000 1342.00| 0.11000 1342.00| DRUMS | | |0086 880(G) 8890 12200.000 SD | 0.11000 1342.00| 0.11000 1342.00| CHANNELIZER CONES | | |0087 882(A) 8306 290.000 SD | 10.57000 3065.30| 11.00000 3190.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 54,647.10| $ 45,896.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -15 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731316732 |( ) |APAC-CENTRAL, INC. |BECCO CONTRACTORS, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 SIGNING & STRIPING | | |0088 805(D) 8744 3.000 EA | 4332.44000 12997.32| 4500.00000 13500.00| (PL)REMOVE & RESET LIGHT POLE | | |0089 805(D) 8756 5.000 EA | 158.50000 792.50| 550.00000 2750.00| (PL)REMOVE & RESET EXISTING SIGNS | | |0090 850(A) 8110 68.550 SF | 36.98000 2534.98| 40.00000 2742.00| SHEET ALUMINUM SIGNS | | |0091 853 9060 13.000 EA | 4.23000 54.99| 5.00000 65.00| BARRIER DELINEATORS(TYPE 1, CODE 1) | | |0092 855(A) 8812 12434.000 LF | 0.79000 9822.86| 0.85000 10568.90| TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0093 855(A) 8814 1058.000 LF | 1.59000 1682.22| 1.65000 1745.70| TRAFFIC STRIPE(PLASTIC)(8" WIDE) | | |0094 855(A) 8825 735.000 LF | 6.34000 4659.90| 6.60000 4851.00| TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0095 855(B) 3300 80.000 EA | 63.40000 5072.00| 66.00000 5280.00| TRAFFIC STRIPE (PLASTIC)(SYMBOLS, WORDS | | | ETC.) | | | SECTION TOTALS | $ 37,616.77| $ 41,502.60| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNALS | | |0096 802(B) 8342 110.000 LF | 3.96000 435.60| 4.00000 440.00| 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0097 802(B) 8344 330.000 LF | 21.13000 6972.90| 22.00000 7260.00| 3" PVC SCH.40 PLASTIC CONDUIT BORED | | |0098 802(B) 8346 20.000 LF | 10.57000 211.40| 11.00000 220.00| 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | | |0099 803(A) 8065 3.000 EA | 311.72000 935.16| 325.00000 975.00| PULL BOX(SIZE I) | | |0100 803(A) 8066 1.000 EA | 348.71000 348.71| 365.00000 365.00| PULL BOX(SIZE II) | | |0101 804(A) 2915 20.100 CY | 570.61000 11469.26| 600.00000 12060.00| STRUCTURAL CONCRETE | | |0102 804(B) 2916 2965.000 LB | 1.37000 4062.05| 1.40000 4151.00| REINFORCING STEEL | | |0103 805(A) 8704 5.000 EA | 89.82000 449.10| 100.00000 500.00| REMOVAL OF PULL BOX | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -16 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731316732 |( ) |APAC-CENTRAL, INC. |BECCO CONTRACTORS, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0104 805(A) 8726 1.000 LSUM | 4226.77000 4226.77| 4400.00000 4400.00| (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | | |0105 806(A) 8312 1.000 EA | 7354.57000 7354.57| 8000.00000 8000.00| 32'MH POLE 40'TS & 10'LMA(G.STL.) | | |0106 806(A) 8313 1.000 EA | 9092.83000 9092.83| 9500.00000 9500.00| 32'MH POLE 45'TS & 10'LMA(G.STL.) | | |0107 806(A) 8314 1.000 EA | 9446.82000 9446.82| 10000.00000 10000.00| 32'MH POLE 50'TS & 10'LMA(G.STL.) | | |0108 806(A) 8348 1.000 EA | 12558.78000 12558.78| 13000.00000 13000.00| 32'MH POLE,60'TS & 10'LMA(G.STL.) | | |0109 806(A) 8739 1.000 EA | 13166.38000 13166.38| 14000.00000 14000.00| POLE & 70' TS MST.ARM(G.STL.) | | |0110 806(B) 8894 2.000 EA | 517.78000 1035.56| 550.00000 1100.00| 10' MTG.HT.TS PED.POLE(G.STL.) | | |0111 809(A) 8090 4.000 EA | 459.66000 1838.64| 500.00000 2000.00| ROADWAY LUMINAIRE | | |0112 810(A) 3118 1.000 EA | 634.01000 634.01| 650.00000 650.00| SERVICE POLE | | |0113 811 8040 200.000 LF | 1.85000 370.00| 2.00000 400.00| 1/C NO.6 ELECTRICAL CONDUCTOR | | |0114 811 8044 1340.000 LF | 0.87000 1165.80| 1.00000 1340.00| 1/C NO.10 ELECTRICAL CONDUCTOR | | |0115 825 8550 1.000 EA | 12886.36000 12886.36| 14000.00000 14000.00| TRAFFIC SIGNAL CONTROLLER ASSEMBLY | | |0116 825(A) 8559 1.000 EA | 7676.86000 7676.86| 8000.00000 8000.00| SIGNAL SYSTEM CONTROLLER UPGRADE | | |0117 830 8000 4.000 EA | 295.87000 1183.48| 300.00000 1200.00| PEDESTRIAN PUSH BUTTON | | |0118 831 8231 7.000 EA | 523.06000 3661.42| 550.00000 3850.00| 1WAY 3SEC. ADJ. SIG. HD. S-6 | | |0119 831 8252 5.000 EA | 517.78000 2588.90| 550.00000 2750.00| 1WAY 3SEC. ADJ. SIG. HD. S-9 | | |0120 831 8286 2.000 EA | 1019.71000 2039.42| 1100.00000 2200.00| 1WAY 5SEC. ADJ. SIG. HD. S-19 | | |0121 831 8295 4.000 EA | 438.53000 1754.12| 450.00000 1800.00| 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | | |0122 833 3030 14.000 EA | 98.27000 1375.78| 100.00000 1400.00| BACKPLATE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 530 -17 TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : 130060 COUNTIES : ROGERS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 581401469 |( 4 ) 731316732 |( ) |APAC-CENTRAL, INC. |BECCO CONTRACTORS, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0123 834(A) 8207 1460.000 LF | 1.27000 1854.20| 1.30000 1898.00| 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0124 834(A) 8208 90.000 LF | 1.50000 135.00| 1.50000 135.00| 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0125 834(A) 8213 620.000 LF | 3.91000 2424.20| 4.00000 2480.00| 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0126 834(B) 8220 20.000 LF | 3.28000 65.60| 4.00000 80.00| 2/C SHIELDED LOOP DETECTOR LEAD-IN CABL | | |0127 850(A) 8110 4.000 SF | 64.99000 259.96| 30.00000 120.00| SHEET ALUMINUM SIGNS | | |0128 850(C) 8118 121.000 SF | 35.40000 4283.40| 35.00000 4235.00| MAST ARM MOUNTED SIGNS(ALUMINUM) | | |0129 880(N) 0100 1.000 LSUM | 17435.41000 17435.41| 20000.00000 20000.00| (SP) TEMPORARY TRAFFIC SIGNAL SPAN WIRE | | | EQUIPMENT | | | SECTION TOTALS | $ 145,398.45| $ 154,509.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0130 642(B) 0096 1.000 LSUM | 19020.44000 19020.44| 17000.00000 17000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 19,020.44| $ 17,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0131 220 2800 1.000 LSUM | 921.43000 921.43| 3000.00000 3000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0132 641 1552 1.000 LSUM | 70851.18000 70851.18| 120000.00000 120000.00| MOBILIZATION | | | SECTION TOTALS | $ 71,772.61| $ 123,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,901,839.52| $ 1,980,562.60| $==================================================================================================================================== COST PLUS TIME TOTALS | $ 2,201,839.52| $ 2,280,562.60 | $ 0.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 542 -1 TABULATION OF BIDS
CALL ORDER : 542 CONTRACT ID : 130072 COUNTIES : MUSKOGEE SEQUOYAH LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 01000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-268C(006)SR US-64: FROM 0.42 MILES WEST OF SH-82, EXTEND EAST. SSR-268C(007)SR SH-10: FROM SH-100, EXTEND NORTH. PROJECT LENGTH = 7.50 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,124,795.00 109.2402% 100.0000% 1 208746250 -- GLOVER & ASSOCIATES, INC. $ 1,029,653.00 100.0000% 91.5414% 2 731005798 -- JOB CONSTRUCTION CO., INC. $ 1,035,173.00 100.5361% 92.0321%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( 2 ) 731005798 |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |JOB CONSTRUCTION CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY-SSR-268C(006)SR | | |0001 407(B) 0250 2800.000 GAL | 2.40000 6720.00| 1.00000 2800.00| 1.30000 3640.00 TACK COAT | | |0002 411(C) 5960 1250.000 TON | 71.00000 88750.00| 68.00000 85000.00| 72.10000 90125.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0003 412 5267 11100.000 SY | 2.00000 22200.00| 2.18000 24198.00| 1.03000 11433.00 COLD MILLING PAVEMENT | | |0004 856(A) 8530 15800.000 LF | 0.40000 6320.00| 0.55000 8690.00| 0.50000 7900.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0005 880(J) 8905 1.000 LSUM | 15000.00000 15000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION TRAFFIC CONTROL | | |0006 882(A) 8306 30.000 SD | 30.00000 900.00| 21.00000 630.00| 20.00000 600.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 139,890.00| $ 126,318.00| $ 123,698.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 ROADWAY- SSR-268C(007)SR | | |0007 230(A) 2806 5000.000 SY | 3.00000 15000.00| 0.50000 2500.00| 1.65000 8250.00 SOLID SLAB SODDING | | |0008 402(E) 0225 1650.000 TON | 17.50000 28875.00| 18.70000 30855.00| 16.00000 26400.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0009 407(B) 0250 9500.000 GAL | 2.40000 22800.00| 1.00000 9500.00| 1.30000 12350.00 TACK COAT | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 542 -2 TABULATION OF BIDS
CALL ORDER : 542 CONTRACT ID : 130072 COUNTIES : MUSKOGEE SEQUOYAH LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 01000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( 2 ) 731005798 |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |JOB CONSTRUCTION CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 411(C) 5960 11300.000 TON | 73.00000 824900.00| 68.00000 768400.00| 70.05000 791565.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0011 412 5267 3000.000 SY | 2.50000 7500.00| 3.35000 10050.00| 3.30000 9900.00 COLD MILLING PAVEMENT | | |0012 805(A) 8702 850.000 EA | 9.00000 7650.00| 13.00000 11050.00| 8.60000 7310.00 REMOVAL OF CLASS C PAVEMENT MARKERS | | |0013 856(A) 8530 145000.000 LF | 0.40000 58000.00| 0.35000 50750.00| 0.34000 49300.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0014 856(B) 8860 2.000 EA | 90.00000 180.00| 115.00000 230.00| 200.00000 400.00 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0015 880(J) 8905 1.000 LSUM | 20000.00000 20000.00| 20000.00000 20000.00| 6000.00000 6000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 984,905.00| $ 903,335.00| $ 911,475.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,124,795.00| $ 1,029,653.00| $ 1,035,173.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 550 -1 TABULATION OF BIDS
CALL ORDER : 550 CONTRACT ID : 130063 COUNTIES : SEQUOYAH LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 01000 CONTRACT DESCRIPTION : CONTRACT TIME : 30 CALENDAR DAYS RESURFACE (ASPHALT) URBAN PROJECT(S) : STPY-268D(005)SG CITY STREET (HOUSER INDUSTRIAL BLVD) : FROM SOUTH CEDAR ST, EXTEND EAST IN SALLISAW. PROJECT LENGTH = .340 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 53,400.00 87.1228% 100.0000% 1 731005798 -- JOB CONSTRUCTION CO., INC. $ 61,292.80 100.0000% 114.7805% 2 208746250 -- GLOVER & ASSOCIATES, INC. $ 89,800.00 146.5099% 168.1648%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731005798 |( 2 ) 208746250 |ENGINEER'S ESTIMATE |JOB CONSTRUCTION CO., INC. |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 407(B) 0250 400.000 GAL | 4.00000 1600.00| 2.03000 812.00| 10.00000 4000.00 TACK COAT | | |0002 411(D) 5970 480.000 TON | 85.00000 40800.00| 103.21000 49540.80| 150.00000 72000.00 SUPERPAVE, TYPE S5(PG 70-28 OK) | | |0003 855(A) 8840 14000.000 LF | 0.50000 7000.00| 0.40000 5600.00| 0.45000 6300.00 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0004 880(J) 8905 1.000 LSUM | 4000.00000 4000.00| 5340.00000 5340.00| 7500.00000 7500.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 53,400.00| $ 61,292.80| $ 89,800.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 53,400.00| $ 61,292.80| $ 89,800.00====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 560 -1 TABULATION OF BIDS
CALL ORDER : 560 CONTRACT ID : 130064 COUNTIES : TEXAS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000 CONTRACT DESCRIPTION : CONTRACT TIME : 210 CALENDAR DAYS GRADE, DRAIN, SURFACE, AND BRIDGE RURAL PROJECT(S) : CIRB-170C(141)RB COUNTY ROAD (NS-77): FROM US-64, EXTEND NORTH. PROJECT LENGTH = 5.053 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 4,032,811.87 93.9674% 100.0000% 1 480664815 -- J & R SAND COMPANY, INC. $ 4,291,714.39 100.0000% 106.4199% 2 730765687 -- HIGHWAY CONTRACTORS, INC. $ 4,507,613.74 105.0306% 111.7735%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480664815 |( 2 ) 730765687 |ENGINEER'S ESTIMATE |J & R SAND COMPANY, INC. |HIGHWAY CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(A) 0183 7201.000 CY | 5.00000 36005.00| 5.00000 36005.00| 6.10000 43926.10 UNCLASSIFIED EXCAVATION | | |0002 202(D) 0184 10719.000 CY | 8.00000 85752.00| 12.00000 128628.00| 9.00000 96471.00 UNCLASSIFIED BORROW | | |0003 205(A) 4229 1.000 LSUM | 15000.00000 15000.00| 18500.00000 18500.00| 25000.00000 25000.00 TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 2200.000 LF | 2.50000 5500.00| 4.00000 8800.00| 3.00000 6600.00 TEMPORARY SILT FENCE | | |0005 221(F) 0100 1708.000 LF | 6.00000 10248.00| 6.00000 10248.00| 11.09000 18941.72 TEMPORARY SILT DIKE | | |0006 230(A) 2806 31471.000 SY | 2.75000 86545.25| 2.50000 78677.50| 4.29000 135010.59 SOLID SLAB SODDING | | |0007 233(A) 2817 6.500 AC | 1000.00000 6500.00| 1000.00000 6500.00| 689.00000 4478.50 VEGETATIVE MULCHING | | |0008 305 0125 565.000 CY | 7.00000 3955.00| 15.00000 8475.00| 10.00000 5650.00 CALICHE BASE | | |0009 307(E) 4240 71336.000 SY | 5.50000 392348.00| 6.00000 428016.00| 7.49000 534306.64 CEMENTITIOUS STABILIZED SUBGRADE | | |0010 311(A) 0151 26468.000 LF | 6.00000 158808.00| 6.00000 158808.00| 6.00000 158808.00 PROCESSING EXISTING BASE & SURFACE, | | | METHOD A | | |0011 402(E) 0225 365.000 TON | 43.00000 15695.00| 40.00000 14600.00| 43.00000 15695.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 560 -2 TABULATION OF BIDS
CALL ORDER : 560 CONTRACT ID : 130064 COUNTIES : TEXAS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480664815 |( 2 ) 730765687 |ENGINEER'S ESTIMATE |J & R SAND COMPANY, INC. |HIGHWAY CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 407(B) 0250 4609.000 GAL | 2.50000 11522.50| 2.65000 12213.85| 3.25000 14979.25 TACK COAT | | |0013 408 5774 24969.000 GAL | 3.75000 93633.75| 3.00000 74907.00| 6.00000 149814.00 PRIME COAT | | |0014 411(B) 5945 16902.000 TON | 81.00000 1369062.00| 83.00000 1402866.00| 87.33000 1476051.66 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0015 411(C) 5960 8220.000 TON | 90.00000 739800.00| 90.00000 739800.00| 89.32000 734210.40 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0016 613(B) 0691 73.000 LF | 35.00000 2555.00| 34.00000 2482.00| 34.53000 2520.69 30" CORR. GALV. STEEL PIPE | | |0017 613(B) 0696 159.000 LF | 80.00000 12720.00| 70.00000 11130.00| 81.00000 12879.00 60" CORR. GALV. STEEL PIPE | | |0018 613(M) 7188 2.000 EA | 1600.00000 3200.00| 1800.00000 3600.00| 1600.00000 3200.00 TYPE C4 CULVERT END TREATMENT | | |0019 619(C) 0924 118.000 LF | 4.00000 472.00| 3.00000 354.00| 4.00000 472.00 SAWING PAVEMENT | | |0020 623(A) 0932 950.000 LF | 15.50000 14725.00| 15.75000 14962.50| 14.00000 13300.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0021 623(F) 8300 4.000 EA | 600.00000 2400.00| 600.00000 2400.00| 1600.00000 6400.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0022 850(A) 8110 148.760 SF | 24.00000 3570.24| 34.00000 5057.84| 31.50000 4685.94 SHEET ALUMINUM SIGNS | | |0023 856(A) 8530 61375.000 LF | 0.35000 21481.25| 0.49000 30073.75| 0.35000 21481.25 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0024 880(J) 8905 1.000 LSUM | 15000.00000 15000.00| 12000.00000 12000.00| 12000.00000 12000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 3,106,497.99| $ 3,209,104.44| $ 3,496,881.74------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0025 501(B) 1307 180.000 CY | 15.00000 2700.00| 12.00000 2160.00| 10.00000 1800.00 SUBSTRUCTURE EXCAVATION COMMON | | |0026 501(G) 6309 76.000 CY | 110.00000 8360.00| 200.00000 15200.00| 100.00000 7600.00 CLSM BACKFILL | | |0027 503(A) 1312 627.000 LF | 195.00000 122265.00| 300.00000 188100.00| 250.00000 156750.00 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0028 504(B) 1305 513.900 SY | 4.25000 2184.08| 5.50000 2826.45| 5.00000 2569.50 SAW-CUT GROOVING | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 560 -3 TABULATION OF BIDS
CALL ORDER : 560 CONTRACT ID : 130064 COUNTIES : TEXAS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480664815 |( 2 ) 730765687 |ENGINEER'S ESTIMATE |J & R SAND COMPANY, INC. |HIGHWAY CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0029 504(C) 6250 58.340 LF | 280.00000 16335.20| 300.00000 17502.00| 225.00000 13126.50 SEALED EXPANSION JOINT | | |0030 504(D) 6239 481.200 LF | 78.00000 37533.60| 80.00000 38496.00| 65.00000 31278.00 CONCRETE RAIL (TR3) | | |0031 506(A) 1322 1090.000 LB | 3.50000 3815.00| 5.00000 5450.00| 3.00000 3270.00 STRUCTURAL STEEL | | |0032 507(A) 6172 9.000 EA | 800.00000 7200.00| 650.00000 5850.00| 600.00000 5400.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0033 507(B) 6176 9.000 EA | 800.00000 7200.00| 650.00000 5850.00| 600.00000 5400.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0034 509(A) 1326 162.700 CY | 580.00000 94366.00| 475.00000 77282.50| 500.00000 81350.00 CLASS AA CONCRETE | | |0035 509(B) 1328 104.600 CY | 590.00000 61714.00| 650.00000 67990.00| 575.00000 60145.00 CLASS A CONCRETE | | |0036 511(A) 1332 55880.000 LB | 1.00000 55880.00| 1.00000 55880.00| 1.00000 55880.00 REINFORCING STEEL | | |0037 514(A) 6010 270.000 LF | 45.00000 12150.00| 32.00000 8640.00| 45.00000 12150.00 PILES, FURNISHED (HP 10X42) | | |0038 514(A) 6011 635.000 LF | 51.00000 32385.00| 40.00000 25400.00| 51.00000 32385.00 PILES, FURNISHED (HP 12X53) | | |0039 514(B) 6292 270.000 LF | 12.00000 3240.00| 10.00000 2700.00| 17.00000 4590.00 PILES, DRIVEN (HP 10X42) | | |0040 514(B) 6294 635.000 LF | 14.00000 8890.00| 10.00000 6350.00| 14.00000 8890.00 PILES, DRIVEN (HP 12X53) | | |0041 516(A) 6096 218.000 LF | 670.00000 146060.00| 800.00000 174400.00| 600.00000 130800.00 DRILLED SHAFTS 60" DIAMETER | | |0042 601(B) 1353 1324.000 TON | 71.00000 94004.00| 81.00000 107244.00| 60.00000 79440.00 TYPE I-A PLAIN RIPRAP | | |0043 601(C) 1355 442.000 TON | 65.00000 28730.00| 75.00000 33150.00| 64.00000 28288.00 TYPE I-A FILTER BLANKET | | |0044 613(H) 0450 52.000 LF | 26.00000 1352.00| 14.50000 754.00| 30.00000 1560.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0045 613(I) 1096 30.000 LF | 35.00000 1050.00| 14.50000 435.00| 40.00000 1200.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0046 619(D) 1397 1.000 LSUM | 10000.00000 10000.00| 50000.00000 50000.00| 33000.00000 33000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 560 -4 TABULATION OF BIDS
CALL ORDER : 560 CONTRACT ID : 130064 COUNTIES : TEXAS LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480664815 |( 2 ) 730765687 |ENGINEER'S ESTIMATE |J & R SAND COMPANY, INC. |HIGHWAY CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0047 623(A) 1418 200.000 LF | 15.50000 3100.00| 15.75000 3150.00| 37.00000 7400.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0048 623(F) 5686 4.000 EA | 1100.00000 4400.00| 1625.00000 6500.00| 1740.00000 6960.00 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0049 623(F) 8300 4.000 EA | 600.00000 2400.00| 600.00000 2400.00| 1600.00000 6400.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0050 880(J) 8905 1.000 LSUM | 4000.00000 4000.00| 2000.00000 2000.00| 8100.00000 8100.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 771,313.88| $ 905,709.95| $ 785,732.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0051 642(B) 0096 1.000 LSUM | 10000.00000 10000.00| 22900.00000 22900.00| 45000.00000 45000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 10,000.00| $ 22,900.00| $ 45,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0052 220 2800 1.000 LSUM | 5000.00000 5000.00| 4000.00000 4000.00| 10000.00000 10000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0053 641 1399 1.000 LSUM | 140000.00000 140000.00| 150000.00000 150000.00| 170000.00000 170000.00 MOBILIZATION | | | SECTION TOTALS | $ 145,000.00| $ 154,000.00| $ 180,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,032,811.87| $ 4,291,714.39| $ 4,507,613.74====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 580 -1 TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : 130066 COUNTIES : TILLMAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-171C(141)SR US-70: FROM 2.08 MILES EAST OF US-183, EXTEND EAST. PROJECT LENGTH = 7.960 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,599,343.00 106.6229% 100.0000% 1 730799069 -- T & G CONSTRUCTION, INC. $ 1,499,999.99 100.0000% 93.7885% 2 581401469 -- APAC-CENTRAL, INC. $ 1,687,617.61 112.5078% 105.5194% 3 730707928 -- CORNELL CONST. CO., INC. $ 1,708,811.54 113.9208% 106.8446%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730799069 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |T & G CONSTRUCTION, INC. |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5960 20543.000 TON | 73.00000 1499639.00| 69.35000 1424657.05| 77.18000 1585508.74 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0002 412 5267 4800.000 SY | 6.00000 28800.00| 6.00000 28800.00| 2.31000 11088.00 COLD MILLING PAVEMENT | | |0003 856(A) 8530 102160.000 LF | 0.65000 66404.00| 0.31000 31669.60| 0.32000 32691.20 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 880(J) 8905 1.000 LSUM | 4500.00000 4500.00| 14873.34000 14873.34| 58329.67000 58329.67 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,599,343.00| $ 1,499,999.99| $ 1,687,617.61------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,599,343.00| $ 1,499,999.99| $ 1,687,617.61====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 580 -2 TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : 130066 COUNTIES : TILLMAN LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 730707928 |( ) |( ) |CORNELL CONST. CO., INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5960 20543.000 TON | 80.78000 1659463.54| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0002 412 5267 4800.000 SY | 1.79000 8592.00| | COLD MILLING PAVEMENT | | |0003 856(A) 8530 102160.000 LF | 0.35000 35756.00| | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,708,811.54| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,708,811.54| $ 0.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 610 -1 TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : 130068 COUNTIES : TULSA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 7 CALENDAR DAYS BRIDGE REPAIR RURAL PROJECT(S) : SAP-272N(038) US-169: VEHICLE IMPACT DAMAGE OVER SH-51. PROJECT LENGTH = 0.037 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 38,089.50 109.9215% 100.0000% 1 205499725 -- LOGOS CONSTRUCTION CO., LLC $ 34,651.55 100.0000% 90.9740% 2 760202042 -- SCR CONSTRUCTION CO., INC. $ 35,912.30 103.6384% 94.2840% 3 752057660 -- GIBSON & ASSOCIATES, INC. $ 41,557.39 119.9294% 109.1046% 4 730787050 -- BREWER CONST. CO. $ 59,995.00 173.1380% 157.5106%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 205499725 |( 2 ) 760202042 |ENGINEER'S ESTIMATE |LOGOS CONSTRUCTION CO., LLC |SCR CONSTRUCTION CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE "A" | | |0001 520(A) 6058 20.000 LF | 70.00000 1400.00| 30.00000 600.00| 35.00000 700.00 PREPARATION OF CRACKS, ABOVE WATER | | |0002 520(C) 6060 0.200 GAL | 150.00000 30.00| 80.00000 16.00| 100.00000 20.00 EPOXY RESIN, ABOVE WATER | | |0003 521(A) 6210 5.000 SY | 800.00000 4000.00| 491.00000 2455.00| 800.00000 4000.00 PNEUMATICALLY PLACED MORTAR | | |0004 524(A) 6610 141.000 SF | 80.00000 11280.00| 72.00000 10152.00| 73.00000 10293.00 (SP)CARBON FIBER-REINFORCED POLYMER | | | SECTION TOTALS | $ 16,710.00| $ 13,223.00| $ 15,013.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0005 871(B) 8705 7.000 SD | 13.00000 91.00| 105.00000 735.00| 8.00000 56.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0006 877(B) 8484 720.000 LF | 18.00000 12960.00| 16.00000 11520.00| 16.00000 11520.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0007 880(A) 8812 14.000 SD | 9.00000 126.00| 36.75000 514.50| 6.00000 84.00 ARROW DISPLAY(TYPE C) | | |0008 880(B) 8818 84.000 SD | 0.20000 16.80| 1.10000 92.40| 3.40000 285.60 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 610 -2 TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : 130068 COUNTIES : TULSA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 205499725 |( 2 ) 760202042 |ENGINEER'S ESTIMATE |LOGOS CONSTRUCTION CO., LLC |SCR CONSTRUCTION CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 880(B) 8821 56.000 SD | 0.70000 39.20| 1.10000 61.60| 3.40000 190.40 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0010 880(B) 8824 112.000 SD | 1.25000 140.00| 1.10000 123.20| 3.40000 380.80 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0011 880(C) 8842 63.000 SD | 0.45000 28.35| 1.10000 69.30| 0.05000 3.15 CONSTRUCTION BARRICADES(TYPE III) | | |0012 880(C) 8848 14.000 SD | 1.10000 15.40| 3.30000 46.20| 0.05000 0.70 WING BARRICADES | | |0013 880(E) 8860 189.000 SD | 0.10000 18.90| 0.55000 103.95| 0.05000 9.45 WARNING LIGHTS(TYPE A) | | |0014 880(F) 8878 245.000 SD | 0.15000 36.75| 0.90000 220.50| 1.20000 294.00 DRUMS | | |0015 880(G) 8890 231.000 SD | 0.10000 23.10| 0.90000 207.90| 1.20000 277.20 CHANNELIZER CONES | | |0016 880(L) 8911 70.000 HOUR | 58.00000 4060.00| 50.00000 3500.00| 60.00000 4200.00 TRAFFIC SURVEILLANCE, POLICE | | |0017 882(A) 8306 14.000 SD | 16.00000 224.00| 55.00000 770.00| 7.00000 98.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 17,779.50| $ 17,964.55| $ 17,399.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0018 641 1399 1.000 LSUM | 3600.00000 3600.00| 3464.00000 3464.00| 3500.00000 3500.00 MOBILIZATION | | | SECTION TOTALS | $ 3,600.00| $ 3,464.00| $ 3,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 38,089.50| $ 34,651.55| $ 35,912.30====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 610 -3 TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : 130068 COUNTIES : TULSA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 752057660 |( 4 ) 730787050 |( ) |GIBSON & ASSOCIATES, INC. |BREWER CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE "A" | | |0001 520(A) 6058 20.000 LF | 30.00000 600.00| 93.00000 1860.00| PREPARATION OF CRACKS, ABOVE WATER | | |0002 520(C) 6060 0.200 GAL | 200.00000 40.00| 9500.00000 1900.00| EPOXY RESIN, ABOVE WATER | | |0003 521(A) 6210 5.000 SY | 500.00000 2500.00| 2800.00000 14000.00| PNEUMATICALLY PLACED MORTAR | | |0004 524(A) 6610 141.000 SF | 120.00000 16920.00| 90.00000 12690.00| (SP)CARBON FIBER-REINFORCED POLYMER | | | SECTION TOTALS | $ 20,060.00| $ 30,450.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0005 871(B) 8705 7.000 SD | 1.00000 7.00| 11.00000 77.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0006 877(B) 8484 720.000 LF | 11.50000 8280.00| 27.00000 19440.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0007 880(A) 8812 14.000 SD | 1.00000 14.00| 7.70000 107.80| ARROW DISPLAY(TYPE C) | | |0008 880(B) 8818 84.000 SD | 0.10000 8.40| 4.50000 378.00| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0009 880(B) 8821 56.000 SD | 0.10000 5.60| 4.50000 252.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0010 880(B) 8824 112.000 SD | 0.10000 11.20| 4.50000 504.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0011 880(C) 8842 63.000 SD | 0.10000 6.30| 0.70000 44.10| CONSTRUCTION BARRICADES(TYPE III) | | |0012 880(C) 8848 14.000 SD | 0.10000 1.40| 0.70000 9.80| WING BARRICADES | | |0013 880(E) 8860 189.000 SD | 0.01000 1.89| 0.70000 132.30| WARNING LIGHTS(TYPE A) | | |0014 880(F) 8878 245.000 SD | 0.10000 24.50| 1.50000 367.50| DRUMS | | |0015 880(G) 8890 231.000 SD | 0.10000 23.10| 1.50000 346.50| CHANNELIZER CONES | | |0016 880(L) 8911 70.000 HOUR | 30.00000 2100.00| 68.00000 4760.00| TRAFFIC SURVEILLANCE, POLICE | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 610 -4 TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : 130068 COUNTIES : TULSA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 08000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 752057660 |( 4 ) 730787050 |( ) |GIBSON & ASSOCIATES, INC. |BREWER CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 882(A) 8306 14.000 SD | 1.00000 14.00| 9.00000 126.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 10,497.39| $ 26,545.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0018 641 1399 1.000 LSUM | 11000.00000 11000.00| 3000.00000 3000.00| MOBILIZATION | | | SECTION TOTALS | $ 11,000.00| $ 3,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 41,557.39| $ 59,995.00| $====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 620 -1 TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : 110314 COUNTIES : WASHITA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : SSR-175C(122)SR SH-54: FROM SH-152 EXTEND NORTH. PROJECT LENGTH = 8.00 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,423,024.00 98.2111% 100.0000% 1 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 1,448,944.20 100.0000% 101.8215% 2 730967218 -- CIRCLE S PAVING CO., INC. $ 1,500,939.30 103.5885% 105.4753% 3 731130155 -- CASWELL CONTRACTING, INC. $ 1,613,169.92 111.3342% 113.3621% 4 730707928 -- CORNELL CONST. CO., INC. $ 1,613,211.55 111.3370% 113.3650% 5 202347198 -- R. K. HALL CONSTRUCTION, LTD. $ 2,012,443.78 138.8904% 141.4202%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 730967218 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |CIRCLE S PAVING CO., INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5950 17890.000 TON | 74.00000 1323860.00| 77.50000 1386475.00| 80.82000 1445869.80 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0002 412 5267 2279.000 SY | 6.00000 13674.00| 6.80000 15497.20| 2.50000 5697.50 COLD MILLING PAVEMENT | | |0003 856(A) 8530 124600.000 LF | 0.65000 80990.00| 0.32000 39872.00| 0.32000 39872.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 880(J) 8905 1.000 LSUM | 4500.00000 4500.00| 7100.00000 7100.00| 9500.00000 9500.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,423,024.00| $ 1,448,944.20| $ 1,500,939.30------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,423,024.00| $ 1,448,944.20| $ 1,500,939.30====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 620 -2 TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : 110314 COUNTIES : WASHITA LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 05000
SET-ASIDE :
==================================================================================================================================== |( 3 ) 731130155 |( 4 ) 730707928 |( 5 ) 202347198 |CASWELL CONTRACTING, INC. |CORNELL CONST. CO., INC. |R. K. HALL CONSTRUCTION, LTD.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 411(C) 5950 17890.000 TON | 86.69000 1550884.10| 87.31000 1561975.90| 109.54000 1959670.60 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0002 412 5267 2279.000 SY | 6.06000 13810.74| 2.35000 5355.65| 3.79000 8637.41 COLD MILLING PAVEMENT | | |0003 856(A) 8530 124600.000 LF | 0.33000 41118.00| 0.30000 37380.00| 0.30000 37380.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0004 880(J) 8905 1.000 LSUM | 7357.08000 7357.08| 8500.00000 8500.00| 6755.77000 6755.77 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,613,169.92| $ 1,613,211.55| $ 2,012,443.78------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,613,169.92| $ 1,613,211.55| $ 2,012,443.78====================================================================================================================================
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 630 -1 TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : 130069 COUNTIES : WOODWARD LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000 CONTRACT DESCRIPTION : CONTRACT TIME : 60 CALENDAR DAYS RESURFACE (ASPHALT) RURAL PROJECT(S) : STP-177C(104)CI COUNTY ROAD (NS-203): FROM 2.0 MILES WEST OF THE US-270/SH-34 JCT, EXTEND SOUTH. PROJECT LENGTH = 4.942 MILES
SET-ASIDE :
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,542,378.10 94.7751% 100.0000% 1 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 1,627,408.86 100.0000% 105.5130%==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( ) |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(D) 0184 1922.000 CY | 18.00000 34596.00| 8.70000 16721.40| UNCLASSIFIED BORROW | | |0002 221(C) 2801 1000.000 LF | 2.00000 2000.00| 1.60000 1600.00| TEMPORARY SILT FENCE | | |0003 221(F) 0100 245.000 LF | 8.00000 1960.00| 13.25000 3246.25| TEMPORARY SILT DIKE | | |0004 230(A) 2806 20171.000 SY | 1.50000 30256.50| 1.85000 37316.35| SOLID SLAB SODDING | | |0005 402(E) 0225 390.000 TON | 50.00000 19500.00| 48.90000 19071.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0006 407(B) 0250 10122.000 GAL | 3.00000 30366.00| 3.55000 35933.10| TACK COAT | | |0007 411(C) 5960 11977.000 TON | 85.50000 1024033.50| 93.10000 1115058.70| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0008 411(H) 6210 500.000 TON | 130.00000 65000.00| 140.00000 70000.00| SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0009 412 5267 63556.000 SY | 2.15000 136645.40| 1.80000 114400.80| COLD MILLING PAVEMENT | | |0010 501(G) 6315 72.000 CY | 160.00000 11520.00| 165.00000 11880.00| CLSM BACKFILL | | |0011 613(A) 0496 70.000 LF | 190.00000 13300.00| 141.00000 9870.00| 48" R.C.PIPE CLASS III | | |
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 02/06/13 PAGE : 630 -2 TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : 130069 COUNTIES : WOODWARD LETTING DATE : 01/17/13 10:30 A.M. DISTRICT : 06000
SET-ASIDE :
==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( ) |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 613(L) 5738 4.000 EA | 3300.00000 13200.00| 3340.00000 13360.00| 48" PREFAB. CULVERT END SECTION, ROUND | | |0013 619(B) 4780 100.000 LF | 3.25000 325.00| 5.15000 515.00| REMOVAL OF GUARDRAIL | | |0014 623(A) 0932 1062.500 LF | 13.00000 13812.50| 17.00000 18062.50| BEAM GUARDRAIL W-BEAM SINGLE | | |0015 623(F) 5686 1.000 EA | 1200.00000 1200.00| 1800.00000 1800.00| GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0016 623(F) 8300 3.000 EA | 600.00000 1800.00| 550.00000 1650.00| GUARDRAIL TRAIL END TURNDOWN (31") | | |0017 850(A) 8110 113.440 SF | 30.00000 3403.20| 16.50000 1871.76| SHEET ALUMINUM SIGNS | | |0018 854(A) 8800 79600.000 LF | 0.35000 27860.00| 0.12000 9552.00| TRAFFIC STRIPE(PAINT)(4" WIDE) | | |0019 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 8500.00000 8500.00| CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,435,778.10| $ 1,490,408.86| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 STAKING | | |0020 642(B) 0096 1.000 LSUM | 6000.00000 6000.00| 5000.00000 5000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 6,000.00| $ 5,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 CONSTRUCTION | | |0021 220 2800 1.000 LSUM | 5000.00000 5000.00| 11000.00000 11000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0022 641 1399 1.000 LSUM | 90000.00000 90000.00| 103000.00000 103000.00| MOBILIZATION | | |0023 643 0087 1.000 LSUM | 5600.00000 5600.00| 18000.00000 18000.00| (SP)CONTRACTORS QUALITY CONTROL | | | SECTION TOTALS | $ 100,600.00| $ 132,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,542,378.10| $ 1,627,408.86| $====================================================================================================================================
