OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, … · 2009-02-13 · ohio department of...

OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970075 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 075 CONTRACT ID : CCUY8195 COUNTIES : CUYAHOGA LETTING DATE : 02/26/97 10:00 A.M. DISTRICT : 09 CONTRACT TIME : 06/30/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : IM-71-5(79) FOR IMPROVING SECTION CUY-71-5.72, INTERSTATE ROUTE 71 IN THE CITIES OF MIDDLEBURG HEIGHTS AND BROOK PARK, CUYAHOGA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, RESURFACING WITH ASPHALT CONCRETE, CONSTRUCTING A NOISE BARRIER AND REHABILITATING EXISTING STRUCTURES.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 S E JOHNSON COMPANIES INC $ 21,330,264.50 100.0000% 2 34-0640780 RUHLIN COMPANY $ 23,062,684.42 108.1218% 3 34-0689355 GREAT LAKES CONSTRUCTION CO $ 24,332,245.62 114.0738% 4 47-0640263 KIEWIT CONSTRUCTION COMPANY $ 25,058,553.39 117.4788% 5 34-0802152 KENMORE CONSTRUCTION CO INC $ 26,321,204.41 123.3983%==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY

| | |0001 201E11000 LUMP| 70000.00000 70000.00| 86000.00000 86000.00| 88000.00000 88000.00 CLEARING AND GRUBBING | | |0002 202E23000 12806.000 SY | 25.00000 320150.00| 8.75000 112052.50| 6.30000 80677.80 PAVEMENT REMOVED | | |0003 202E23500 252067.000 SY | 0.90000 226860.30| 1.30000 327687.10| 0.96000 241984.32 WEARING COURSE REMOVED | | |0004 202E30000 422.000 SF | 2.00000 844.00| 5.00000 2110.00| 1.70000 717.40 WALK REMOVED | | |0005 202E30600 325.000 SY | 7.15000 2323.75| 7.15000 2323.75| 7.50000 2437.50 CONCRETE MEDIAN REMOVED | | |0006 202E30700 474.000 LF | 18.65000 8840.10| 18.65000 8840.10| 26.00000 12324.00 CONCRETE BARRIER REMOVED | | |0007 202E32000 714.000 LF | 5.00000 3570.00| 13.25000 9460.50| 4.60000 3284.40 CURB REMOVED | | |0008 202E38000 24687.000 LF | 0.76000 18762.12| 0.76000 18762.12| 0.80000 19749.60 GUARDRAIL REMOVED | | |0009 202E38300 150.000 LF | 1.40000 210.00| 1.40000 210.00| 1.50000 225.00 GUARDRAIL REMOVED, BARRIER DESIGN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970075 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 075 CONTRACT ID : CCUY8195 COUNTIES : CUYAHOGA LETTING DATE : 02/26/97 10:00 A.M. DISTRICT : 09

SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355

|S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0010 202E75000 37416.000 LF | 1.00000 37416.00| 1.00000 37416.00| 1.07000 40035.12 FENCE REMOVED | | |0011 203E12000 6285.000 CY | 14.02000 88115.70| 15.00000 94275.00| 12.00000 75420.00 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0012 203E20001 5265.000 CY | 9.30000 48964.50| 9.30000 48964.50| 8.40000 44226.00 EMBANKMENT, AS PER PLAN | | |0013 203E50000 24311.000 SY | 1.00000 24311.00| 1.00000 24311.00| 1.10000 26742.10 SUBGRADE COMPACTION | | |0014 203E60201 276.450 STA | 90.00000 24880.50| 265.00000 73259.25| 110.00000 30409.50 LINEAR GRADING, METHOD A, AS PER PLAN | | |0015 203E60205 4.290 STA | 275.00000 1179.75| 640.00000 2745.60| 140.00000 600.60 LINEAR GRADING, METHOD B, AS PER PLAN | | |0016 203E60301 327.630 STA | 50.00000 16381.50| 81.20000 26603.56| 42.00000 13760.46 LINEAR GRADING, METHOD C, AS PER PLAN | | |0017 606E10000 62927.000 SF | 14.30000 899856.10| 13.65000 858953.55| 15.62000 982919.74 SPECIAL - NOISE BARRIER OVER 10' - 14' | | | (WOOD PANEL) | | |0018 606E10000 67914.000 SF | 13.42000 911405.88| 13.65000 927026.10| 15.62000 1060816.68 SPECIAL - NOISE BARRIER OVER 14' - 20' | | | (WOOD PANEL) | | |0019 606E10000 8891.000 SF | 16.63000 147857.33| 15.00000 133365.00| 17.50000 155592.50 SPECIAL - NOISE BARRIER 10' AND UNDER | | | (FIBERGLASS WOOD PANEL) | | |0020 606E10000 498.000 SF | 14.00000 6972.00| 13.65000 6797.70| 16.00000 7968.00 SPECIAL - NOISE BARRIER 10' AND UNDER | | |

(WOOD PANEL) | | |0021 606E10100 652.000 EACH| 14.00000 9128.00| 40.00000 26080.00| 50.00000 32600.00 SPECIAL - NOISE BARRIER ANCHOR BOLT | | | INSERT ASSEMBLY | | |0022 606E10100 20.000 EACH| 225.00000 4500.00| 285.00000 5700.00| 150.00000 3000.00 SPECIAL - NOISE BARRIER FOUNDATION | | | EXTENSION | | |0023 606E10100 20.000 EACH| 750.00000 15000.00| 1024.00000 20480.00| 1000.00000 20000.00 SPECIAL - NOISE BARRIER NOISE WALL POST | | | AND FOUNDATION | | |0024 606E13000 26968.400 LF | 8.20000 221140.88| 8.20000 221140.88| 8.77000 236512.87 GUARDRAIL, TYPE 5 | | |0025 606E13050 200.000 LF | 14.80000 2960.00| 14.80000 2960.00| 16.00000 3200.00 GUARDRAIL, TYPE 5A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0026 606E25000 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 590.00000 2360.00

ANCHOR ASSEMBLY, TYPE A | | |0027 606E26100 16.000 EACH| 2140.00000 34240.00| 2140.00000 34240.00| 2300.00000 36800.00 ANCHOR ASSEMBLY, TYPE E | | |0028 606E26500 23.000 EACH| 400.00000 9200.00| 400.00000 9200.00| 430.00000 9890.00 ANCHOR ASSEMBLY, TYPE T | | |0029 606E35000 18.000 EACH| 890.00000 16020.00| 890.00000 16020.00| 950.00000 17100.00 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | | |0030 606E35100 22.000 EACH| 349.00000 7678.00| 349.00000 7678.00| 370.00000 8140.00 BRIDGE TERMINAL ASSEMBLY, TYPE 2 | | |0031 607E23000 34766.000 LF | 6.85000 238147.10| 6.85000 238147.10| 7.33000 254834.78 FENCE, TYPE CLT | | |0032 607E50902 3.000 EACH| 825.00000 2475.00| 825.00000 2475.00| 880.00000 2640.00 GATE, TYPE CL (MISC. HT.) (10' SWING) | | |0033 607E98000 5000.000 LF | 2.75000 13750.00| 1.58000 7900.00| 3.50000 17500.00 FENCE, MISC.: TEMPORARY FENCE | | |0034 608E10000 355.000 SF | 6.00000 2130.00| 5.00000 1775.00| 2.90000 1029.50 4" CONCRETE WALK | | |0035 616E10000 40.000 MGAL| 40.00000 1600.00| 24.44000 977.60| 27.00000 1080.00 WATER | | |0036 616E20000 4.000 TON | 100.00000 400.00| 459.31000 1837.24| 400.00000 1600.00 CALCIUM CHLORIDE | | |0037 622E23404 1662.000 LF | 52.00000 86424.00| 52.00000 86424.00| 52.00000 86424.00 CONCRETE BARRIER, TYPE B-50 | | |0038 622E23405 90.000 LF | 90.00000 8100.00| 220.00000 19800.00| 110.00000 9900.00 CONCRETE BARRIER, TYPE B-50, AS PER PLAN| | |0039 653E10000 3733.000 CY | 17.00000 63461.00| 9.35000 34903.55| 9.00000 33597.00 TOPSOIL FURNISHED AND PLACED | | |0040 653E10001 110.000 CY | 67.00000 7370.00| 63.40000 6974.00| 43.00000 4730.00 TOPSOIL FURNISHED AND PLACED, AS PER | | | PLAN | | |

0041 690E10350 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 4300.00000 4300.00 SPECIAL - IMPACT ATTENUATOR, TYPE 1 | | | SECTION TOTALS | $ 3,608,824.51| $ 3,552,075.70| $ 3,675,128.87------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0042 207E10000 10339.000 SY | 0.16000 1654.24| 0.16000 1654.24| 0.32000 3308.48 TEMPORARY SEEDING AND MULCHING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0043 207E30000 6025.000 LF | 1.50000 9037.50| 2.37000 14279.25| 1.70000 10242.50 FILTER FABRIC FENCE | | |0044 207E70000 1058.000 EACH| 5.00000 5290.00| 6.86000 7257.88| 9.10000 9627.80 STRAW OR HAY BALES | | |0046 601E20700 63.000 CY | 150.00000 9450.00| 225.00000 14175.00| 200.00000 12600.00 SPECIAL - GABION WITH ADDITIONAL COATING| | |

0047 659E10000 52285.000 SY | 0.30000 15685.50| 0.30000 15685.50| 0.53000 27711.05 SEEDING AND MULCHING | | |0048 659E14000 2583.000 SY | 0.15000 387.45| 0.15000 387.45| 0.53000 1368.99 REPAIR SEEDING AND MULCHING | | |0049 659E20000 2.580 TON | 400.00000 1032.00| 400.00000 1032.00| 530.00000 1367.40 COMMERCIAL FERTILIZER | | |0050 659E30000 12.020 TON | 100.00000 1202.00| 100.00000 1202.00| 48.00000 576.96 AGRICULTURAL LIMING | | |0051 659E35000 15.000 MGAL| 1.00000 15.00| 1.00000 15.00| 30.00000 450.00 WATER | | |0052 659E40000 15.000 MSF | 10.00000 150.00| 10.00000 150.00| 1.00000 15.00 MOWING | | |0053 660E20000 619.000 SY | 7.00000 4333.00| 7.00000 4333.00| 9.60000 5942.40 REINFORCED SODDING | | | SECTION TOTALS | $ 48,236.69| $ 60,171.32| $ 73,210.58------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0054 602E20000 1.250 CY | 1000.00000 1250.00| 500.00000 625.00| 1700.00000 2125.00 CONCRETE MASONRY | | |0056 603E01500 2988.000 LF | 17.00000 50796.00| 21.00000 62748.00| 11.00000 32868.00 6" CONDUIT, TYPE F , 707.17, | | | NON-PERFORATED ASTM 3034 SDR 35 OR SS | | | 931 OR 944 | | |0057 603E04400 4.000 LF | 120.00000 480.00| 205.00000 820.00| 110.00000 440.00 12" CONDUIT, TYPE B | | |0058 603E04600 16.000 LF | 50.00000 800.00| 69.00000 1104.00| 110.00000 1760.00 12" CONDUIT, TYPE C , 706.02 | | |0059 603E05900 140.000 LF | 60.00000 8400.00| 62.50000 8750.00| 58.00000 8120.00 15" CONDUIT, TYPE B | | |

0060 603E06100 8.000 LF | 80.00000 640.00| 105.00000 840.00| 110.00000 880.00 15" CONDUIT, TYPE C , 706.02 | | |0061 603E06100 16.000 LF | 50.00000 800.00| 75.00000 1200.00| 110.00000 1760.00 15" CONDUIT, TYPE C , 707.01 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -5 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0062 603E06700 63.000 LF | 70.00000 4410.00| 64.00000 4032.00| 48.00000 3024.00 15" CONDUIT, TYPE F , 707.05 TYPE C | | |0063 603E07600 8.000 LF | 100.00000 800.00| 102.00000 816.00| 120.00000 960.00 18" CONDUIT, TYPE C , 706.02 | | |0064 603E09100 8.000 LF | 110.00000 880.00| 120.00000 960.00| 120.00000 960.00 21" CONDUIT, TYPE C , 707.01 | | |0065 603E10600 8.000 LF | 120.00000 960.00| 115.00000 920.00| 130.00000 1040.00 24" CONDUIT, TYPE C , 706.02 | | |0066 604E01601 6.000 EACH| 2500.00000 15000.00| 2760.00000 16560.00| 1600.00000 9600.00 CATCH BASIN, NO. 5, AS PER PLAN | | |

0067 604E02801 2.000 EACH| 2200.00000 4400.00| 3095.00000 6190.00| 1700.00000 3400.00 CATCH BASIN, NO. 8, AS PER PLAN | | |0068 604E09000 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 280.00000 560.00 CATCH BASIN ADJUSTED TO GRADE | | |0069 604E09501 17.000 EACH| 2000.00000 34000.00| 1800.00000 30600.00| 570.00000 9690.00 CATCH BASIN RECONSTRUCTED TO GRADE, AS | | | PER PLAN | | |0070 604E14602 2.000 EACH| 1840.00000 3680.00| 3920.00000 7840.00| 4900.00000 9800.00 INLET, NO. 3B50 | | |0071 604E14603 2.000 EACH| 2960.00000 5920.00| 5000.00000 10000.00| 3100.00000 6200.00 INLET, NO. 3B50, AS PER PLAN | | |0072 604E20601 54.000 EACH| 650.00000 35100.00| 410.00000 22140.00| 280.00000 15120.00 INLET ADJUSTED TO GRADE, AS PER PLAN | | |0073 604E36600 47.000 EACH| 85.00000 3995.00| 200.00000 9400.00| 120.00000 5640.00 SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | |0074 604E50000 5000.000 LB | 1.00000 5000.00| 2.00000 10000.00| 0.75000 3750.00 SPECIAL - MISCELLANEOUS METAL | | |0075 605E05100 45635.000 LF | 5.75000 262401.25| 4.40000 200794.00| 6.18000 282024.30 4" SHALLOW PIPE UNDERDRAIN | | |0076 605E98300 35.000 EACH| 300.00000 10500.00| 680.00000 23800.00| 400.00000 14000.00 UNDERDRAIN, MISC.: UNDERDRAIN OUTLET | | |0077 690E99100 74.000 STA | 200.00000 14800.00| 27.00000 1998.00| 670.00000 49580.00 SPECIAL - MISC.: DITCH RESTORATION, | | | TYPE I | | |0078 690E99100 56.000 STA | 200.00000 11200.00| 431.00000 24136.00| 670.00000 37520.00 SPECIAL - MISC.: DITCH RESTORATION, | | | TYPE II | | |0079 690E99100 6.000 STA | 1600.00000 9600.00| 1755.00000 10530.00| 2600.00000 15600.00 SPECIAL - MISC.: DITCH RESTORATION, | | | TYPE III | | |

OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 486,812.25| $ 457,803.00| $ 516,421.30------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |0080 251E01001 800.000 SY | 86.00000 68800.00| 95.00000 76000.00| 96.00000 76800.00 PARTIAL DEPTH PAVEMENT REPAIR, AS PER | | | PLAN | | |0081 252E01000 2100.000 SY | 40.00000 84000.00| 45.50000 95550.00| 39.00000 81900.00 FULL DEPTH RIGID PAVEMENT REMOVAL AND | | | FLEXIBLE REPLACEMENT | | |0082 252E01500 6800.000 LF | 1.50000 10200.00| 1.30000 8840.00| 1.30000 8840.00 FULL DEPTH PAVEMENT SAWING | | |0083 254E01001 150.000 SY | 15.00000 2250.00| 15.00000 2250.00| 16.00000 2400.00 PAVEMENT PLANING, BITUMINOUS, AS PER | | | PLAN | | |

0084 255E10000 10300.000 SY | 51.68000 532304.00| 75.00000 772500.00| 59.40000 611820.00 FULL DEPTH PAVEMENT REMOVAL AND RIGID | | | REPLACEMENT, CLASS C | | |0085 255E20000 43900.000 LF | 1.75000 76825.00| 1.30000 57070.00| 1.33000 58387.00 FULL DEPTH PAVEMENT SAWING | | |0086 301E10002 51.000 CY | 300.00000 15300.00| 300.00000 15300.00| 250.00000 12750.00 BITUMINOUS AGGREGATE BASE, AC-20 | | |0087 304E20001 3775.000 CY | 50.00000 188750.00| 36.50000 137787.50| 40.00000 151000.00 AGGREGATE BASE, AS PER PLAN | | |0088 305E13001 13316.000 SY | 29.40000 391490.40| 34.75000 462731.00| 28.80000 383500.80 9" CONCRETE BASE, AS PER PLAN | | |0089 305E14001 30025.000 SY | 30.90000 927772.50| 34.65000 1040366.25| 30.40000 912760.00 10" CONCRETE BASE, AS PER PLAN | | |0090 407E10000 43714.000 GAL | 0.75000 32785.50| 0.75000 32785.50| 0.81000 35408.34 TACK COAT | | |0091 413E14000 230000.000 LF | 1.88000 432400.00| 1.23000 282900.00| 0.50000 115000.00 SAWING AND SEALING ASPHALT CONCRETE | | | PAVEMENT JOINTS | | |0092 446E01200 29300.000 CY | 54.50000 1596850.00| 57.00000 1670100.00| 58.30000 1708190.00 ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 2, AC-20 | | |0093 446E19000 10217.000 CY | 79.50000 812251.50| 80.00000 817360.00| 85.00000 868445.00 SPECIAL - ASPHALT CONCRETE WITH SBS | | | POLYMER, SURFACE COURSE, TYPE 1 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -7 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0094 448E14101 1004.000 CY | 125.25000 125751.00| 110.00000 110440.00| 131.00000 131524.00 ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1 (UNDER GUARDRAIL), AS PER PLAN | | |0096 451E32000 2341.000 LF | 24.00000 56184.00| 35.00000 81935.00| 24.00000 56184.00 SPECIAL - PRESSURE RELIEF JOINT, TYPE C | | |0097 512E67504 600.000 SY | 5.00000 3000.00| 5.00000 3000.00| 5.40000 3240.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0098 609E26000 310.000 LF | 32.00000 9920.00| 15.00000 4650.00| 24.00000 7440.00 CURB, TYPE 6 | | |0099 609E26001 54.000 LF | 32.00000 1728.00| 25.00000 1350.00| 25.00000 1350.00 CURB, TYPE 6, AS PER PLAN | | |0100 611E25001 6714.000 SY | 90.00000 604260.00| 135.00000 906390.00| 139.00000 933246.00 REINFORCED CONCRETE APPROACH SLAB | | | (T=15"), AS PER PLAN | | |0101 615E10000 LUMP| 88000.00000 88000.00| 60000.00000 60000.00| 43000.00000 43000.00 TEMPORARY ROAD | | |0102 615E10001 LUMP| 3000.00000 3000.00| 1300.00000 1300.00| 1200.00000 1200.00 TEMPORARY ROAD, AS PER PLAN | | |0103 615E20000 2625.000 SY | 20.00000 52500.00| 26.50000 69562.50| 30.00000 78750.00 TEMPORARY PAVEMENT, CLASS A | | |0104 615E20001 21.000 SY | 20.00000 420.00| 163.00000 3423.00| 110.00000 2310.00

TEMPORARY PAVEMENT, CLASS A, AS PER PLAN| | |0105 617E10100 600.000 CY | 35.00000 21000.00| 35.00000 21000.00| 37.00000 22200.00 COMPACTED AGGREGATE, TYPE A | | |0106 617E25000 3.000 MGAL| 300.00000 900.00| 100.00000 300.00| 100.00000 300.00 WATER | | | SECTION TOTALS | $ 6,138,641.90| $ 6,734,890.75| $ 6,307,945.14------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 LIGHTING | | |0107 202E75400 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 160.00000 640.00 LIGHT POLE REMOVED | | |0108 603E00400 200.000 LF | 3.00000 600.00| 3.00000 600.00| 3.20000 640.00 4" CONDUIT, TYPE E | | |0109 625E00500 18.000 EACH| 75.00000 1350.00| 75.00000 1350.00| 80.00000 1440.00 CONNECTOR KIT, TYPE II | | |0110 625E00600 18.000 EACH| 75.00000 1350.00| 75.00000 1350.00| 80.00000 1440.00 CONNECTOR KIT, TYPE III | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -8 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0111 625E01000 6.000 EACH| 50.00000 300.00| 50.00000 300.00| 53.00000 318.00 CONNECTOR KIT, TYPE VII A | | |0112 625E01004 16.000 EACH| 55.00000 880.00| 55.00000 880.00| 59.00000 944.00 CONNECTOR KIT, TYPE VII B | | |0113 625E01500 20.000 EACH| 60.00000 1200.00| 60.00000 1200.00| 64.00000 1280.00 CABLE SPLICING KIT | | |0114 625E15700 1.000 EACH| 5750.00000 5750.00| 5750.00000 5750.00| 7700.00000 7700.00 LIGHT TOWER FOUNDATION, MISC. MEDIAN | | | MOUNTED, 36" X 25' DEEP, AS PER PLAN | | |0115 625E23200 1264.000 LF | 1.50000 1896.00| 1.50000 1896.00| 1.60000 2022.40 NO. 4 AWG 5000 VOLT DISTRIBUTION CABLE | | |0116 625E23300 9962.000 LF | 1.75000 17433.50| 1.75000 17433.50| 1.90000 18927.80 NO. 2 AWG 5000 VOLT DISTRIBUTION CABLE | | |0117 625E24100 1094.000 LF | 3.25000 3555.50| 3.25000 3555.50| 3.50000 3829.00 1-1/2" DUCT CABLE WITH TWO NO. 4 AWG | | | 5000 VOLT CABLES | | |0118 625E25400 2046.000 LF | 8.00000 16368.00| 8.00000 16368.00| 8.60000 17595.60 CONDUIT, 2", 713.04 | | |0119 625E25500 20.000 LF | 15.00000 300.00| 15.00000 300.00| 16.00000 320.00 CONDUIT, 3", 713.04 | | |0120 625E29002 249.000 LF | 5.00000 1245.00| 5.00000 1245.00| 5.40000 1344.60 TRENCH, 24" DEEP | | |0121 625E29910 14.000 EACH| 750.00000 10500.00| 750.00000 10500.00| 800.00000 11200.00 TRANSITION JUNCTION BOX | | |0122 625E30500 12.000 EACH| 350.00000 4200.00| 350.00000 4200.00| 370.00000 4440.00 PULL BOX, 713.09, 18" | | |0123 625E31500 7.000 EACH| 700.00000 4900.00| 700.00000 4900.00| 1300.00000 9100.00

MEDIAN PULL BOX | | |0124 625E32000 5.000 EACH| 200.00000 1000.00| 200.00000 1000.00| 210.00000 1050.00 GROUND ROD | | |0125 625E33000 9.000 EACH| 2950.00000 26550.00| 2950.00000 26550.00| 3200.00000 28800.00 STRUCTURE GROUNDING SYSTEM | | |0126 625E35000 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 640.00000 640.00 REERECT EXISTING LIGHT POLE | | |0127 625E35094 2.000 EACH| 75.00000 150.00| 75.00000 150.00| 80.00000 160.00 LUMINAIRE REMOVED FOR REUSE | | |0128 625E35100 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 160.00000 320.00 REERECT EXISTING LUMINAIRE | | |0129 625E40000 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 43000.00000 43000.00 SPECIAL - MAINTAIN EXISTING LIGHTING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -9 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0130 625E40020 32.000 EACH| 46.00000 1472.00| 46.00000 1472.00| 49.00000 1568.00

SPECIAL - DISCONNECT EXISTING CIRCUIT | | |0131 625E60010 1.000 EACH| 185.00000 185.00| 185.00000 185.00| 200.00000 200.00 LIGHT POLE REMOVED FOR REERECTION | | | SECTION TOTALS | $ 142,685.00| $ 142,685.00| $ 158,919.40------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 TRAFFIC CONTROL | | |0132 202E54100 1295.000 EACH| 3.75000 4856.25| 3.25000 4208.75| 5.70000 7381.50 RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0133 603E00400 139.000 LF | 3.00000 417.00| 3.00000 417.00| 3.20000 444.80 4" CONDUIT, TYPE E | | |0134 621E00100 1449.000 EACH| 23.75000 34413.75| 23.50000 34051.50| 25.00000 36225.00 RAISED PAVEMENT MARKER | | |0135 625E25500 144.000 LF | 15.00000 2160.00| 15.00000 2160.00| 16.00000 2304.00 CONDUIT, 3", 713.04 | | |0136 625E25900 76.000 LF | 40.00000 3040.00| 40.00000 3040.00| 43.00000 3268.00 CONDUIT, JACKED OR DRILLED UNDER | | | PAVEMENT , SIZE: 3" | | |0137 625E29000 86.000 LF | 5.00000 430.00| 5.00000 430.00| 5.40000 464.40 TRENCH | | |0138 625E29600 60.000 LF | 30.00000 1800.00| 30.00000 1800.00| 32.00000 1920.00 TRENCH IN PAVED AREA, TYPE B | | |0139 625E30700 2.000 EACH| 675.00000 1350.00| 675.00000 1350.00| 720.00000 1440.00 PULL BOX, 713.08, 18" | | |0140 625E31500 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 1300.00000 1300.00 MEDIAN PULL BOX | | |0141 625E32000 21.000 EACH| 200.00000 4200.00| 200.00000 4200.00| 210.00000 4410.00 GROUND ROD | | |0142 630E00000 87.500 CY | 590.00000 51625.00| 590.00000 51625.00| 630.00000 55125.00

CONCRETE FOR ANCHOR BASE FOUNDATION | | |0143 630E00001 15.200 CY | 625.00000 9500.00| 625.00000 9500.00| 670.00000 10184.00 CONCRETE FOR ANCHOR BASE FOUNDATION, AS | | | PER PLAN | | |0144 630E00100 31.700 CY | 300.00000 9510.00| 300.00000 9510.00| 320.00000 10144.00 CONCRETE FOR EMBEDDED FOUNDATION | | |0145 630E03100 758.000 LF | 4.50000 3411.00| 4.50000 3411.00| 4.80000 3638.40 GROUND MOUNTED SUPPORT, NO. 3 POST | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -10 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0146 630E04100 565.000 LF | 5.00000 2825.00| 5.00000 2825.00| 5.40000 3051.00 GROUND MOUNTED SUPPORT, NO. 4 POST | | |0147 630E06400 163.000 LF | 8.00000 1304.00| 8.00000 1304.00| 8.60000 1401.80 GROUND MOUNTED SUPPORT, S4X7.7 BEAM | | |0148 630E06500 353.000 LF | 10.00000 3530.00| 10.00000 3530.00| 11.00000 3883.00 GROUND MOUNTED SUPPORT, W6X9 BEAM | | |0149 630E07500 167.000 LF | 18.00000 3006.00| 18.00000 3006.00| 19.00000

3173.00 GROUND MOUNTED SUPPORT, W10X22 BEAM | | |0150 630E07600 124.000 LF | 13.00000 1612.00| 13.00000 1612.00| 14.00000 1736.00 GROUND MOUNTED SUPPORT, W10X12 BEAM | | |0151 630E08000 171.000 LF | 24.00000 4104.00| 24.00000 4104.00| 26.00000 4446.00 GROUND MOUNTED SUPPORT, W12X30 BEAM | | |0152 630E08100 60.000 LF | 6.50000 390.00| 6.50000 390.00| 7.00000 420.00 ONE WAY SUPPORT, NO. 4 POST | | |0153 630E09000 29.000 EACH| 180.00000 5220.00| 180.00000 5220.00| 190.00000 5510.00 BREAKAWAY BEAM CONNECTION | | |0154 630E09100 6.000 EACH| 400.00000 2400.00| 400.00000 2400.00| 430.00000 2580.00 SURFACE PREPARATION, EXISTING SUPPORT | | | SECTION | | |0155 630E09102 40.000 EACH| 100.00000 4000.00| 100.00000 4000.00| 110.00000 4400.00 SURFACE PREPARATION, NEW SUPPORT SECTION| | |0156 630E09104 46.000 EACH| 100.00000 4600.00| 100.00000 4600.00| 110.00000 5060.00 COATING, EPOXY PRIME COAT, SUPPORT | | | SECTION | | |0157 630E09106 46.000 EACH| 100.00000 4600.00| 100.00000 4600.00| 110.00000 5060.00 COATING, EPOXY INTERMEDIATE COAT, | | | SUPPORT SECTION | | |0158 630E09108 46.000 EACH| 100.00000 4600.00| 100.00000 4600.00| 110.00000 5060.00 COATING, URETHANE TOP COAT, SUPPORT | | | SECTION | | |0159 630E20800 1.000 EACH| 9950.00000 9950.00| 9950.00000 9950.00| 10600.00000 10600.00 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, | | | DESIGN 8 , 28' ARMS | | |0160 630E20800 2.000 EACH| 10000.00000 20000.00| 10000.00000 20000.00| 10700.00000 21400.00 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, | | | DESIGN 8 , 29' ARMS | | |0161 630E20800 7.000 EACH| 10100.00000 70700.00| 10100.00000 70700.00| 10800.00000 75600.00 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, | | |

0167 630E75000 13.000 EACH| 280.00000 3640.00| 280.00000 3640.00| 300.00000 3900.00 SIGN ATTACHMENT ASSEMBLY | | |0168 630E75106 9.000 EACH| 330.00000 2970.00| 330.00000 2970.00| 350.00000 3150.00 LUMINAIRE SUPPORT ASSEMBLY, TYPE | | | TC-31.21 | | |0169 630E79501 14.000 EACH| 150.00000 2100.00| 150.00000 2100.00| 160.00000 2240.00 SIGN SUPPORT ASSEMBLY, POLE MOUNTED, AS | | | PER PLAN A | | |0170 630E79501 5.000 EACH| 340.00000 1700.00| 340.00000 1700.00| 360.00000 1800.00 SIGN SUPPORT ASSEMBLY, POLE MOUNTED, AS | | | PER PLAN B | | |0171 630E79600 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 700.00000 700.00 SIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED | | |0172 630E80102 847.000 SF | 13.00000 11011.00| 13.00000 11011.00| 14.00000 11858.00 SIGN, FLAT SHEET, TYPE G | | |0173 630E80103 16.000 SF | 15.00000 240.00| 15.00000 240.00| 16.00000 256.00 SIGN, FLAT SHEET, TYPE G, AS PER PLAN | | |0174 630E80204 3479.000 SF | 18.00000 62622.00| 18.00000 62622.00| 19.00000 66101.00 SIGN, EXTRUSHEET, TYPE G | | |0175 630E82000 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 110.00000 220.00 SIGN BACKING ASSEMBLY | | |0176 630E82500 5.000 EACH| 300.00000 1500.00| 300.00000 1500.00| 320.00000 1600.00 EXISTING SIGN REVISED WITH DEMOUNTABLE | | | COPY | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -12 TABULATION OF BIDS


0185 630E89702 16.000 EACH| 950.00000 15200.00| 950.00000 15200.00| 1000.00000 16000.00 REMOVAL OF OVERHEAD SIGN SUPPORT AND | | | DISPOSAL | | |0186 631E84000 10.000 EACH| 250.00000 2500.00| 250.00000 2500.00| 270.00000 2700.00 SIGN SERVICE | | |0187 631E84300 16.000 EACH| 425.00000 6800.00| 425.00000 6800.00| 450.00000 7200.00 SIGN WIRED | | |0188 631E85100 10.000 EACH| 625.00000 6250.00| 625.00000 6250.00| 670.00000 6700.00 DISCONNECT SWITCH WITH ENCLOSURE, TYPE X| | |0189 631E87202 22.000 EACH| 175.00000 3850.00| 175.00000 3850.00| 190.00000 4180.00 BALLAST, TYPE CMRI-175-480, INTEGRAL | | |0190 631E89200 22.000 EACH| 250.00000 5500.00| 250.00000 5500.00| 270.00000 5940.00 MERCURY VAPOR LUMINAIRE, TYPE TC-31.21 | | | WITH 175 WATT LAMP | | |0191 631E94100 9.000 EACH| 300.00000 2700.00| 300.00000 2700.00| 320.00000 2880.00 REMOVAL OF LUMINAIRE AND REERECTION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -13 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+----------------------------+----------------------------+-------------------------------0192 631E94200 34.000 EACH| 10.00000 340.00| 10.00000 340.00| 11.00000 374.00 REMOVAL OF LUMINAIRE AND DISPOSAL | | |0193 631E94304 9.000 EACH| 25.00000 225.00| 25.00000 225.00| 27.00000 243.00 REMOVAL OF DISCONNECT SWITCH AND | | | DISPOSAL | | |0194 631E94402 9.000 EACH| 50.00000 450.00| 50.00000 450.00| 53.00000 477.00 REMOVAL OF BALLAST AND REERECTION | | |0195 631E94404 34.000 EACH| 5.00000 170.00| 5.00000 170.00| 5.40000 183.60 REMOVAL OF BALLAST AND DISPOSAL | | |0196 632E27500 820.000 LF | 9.00000 7380.00| 9.00000 7380.00| 9.60000 7872.00 LOOP DETECTOR PAVEMENT CUTTING | | |0197 632E64900 2125.000 LF | 0.80000 1700.00| 0.80000 1700.00| 0.90000 1912.50 LOOP DETECTOR WIRE, TYPE E | | |0198 632E65200 3700.000 LF | 1.25000 4625.00| 1.25000 4625.00| 1.34000 4958.00 LOOP DETECTOR LEAD-IN CABLE | | |0199 632E72000 1.840 CY | 950.00000 1748.00| 950.00000 1748.00| 1000.00000 1840.00 CONCRETE FOR ANCHOR BASE FOUNDATION | | |0200 632E89800 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 430.00000 860.00 PEDESTAL, 3', TRANSFORMER BASE | | |0201 632E90400 6.000 EACH| 1900.00000 11400.00| 1900.00000 11400.00| 2000.00000 12000.00 SIGNALIZATION, MISC.: PIEZOCABLE CLASS | | | II AXLE SENSOR | | |0202 633E65001 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 1600.00000 3200.00 CABINET WITHOUT CONTROLLER, AS PER PLAN | | | , PREWIRED, PEDESTAL MOUNTING, TYPE G | | |0203 644E00100 23.660 MILE| 1800.00000 42588.00| 1974.00000 46704.84| 1900.00000 44954.00 EDGE LINE | | |0204 644E00200 17.840 MILE| 800.00000 14272.00| 882.00000 15734.88| 860.00000 15342.40 LANE LINE | | |

0205 644E00400 8499.000 LF | 0.95000 8074.05| 1.20000 10198.80| 1.00000 8499.00 CHANNELIZING LINE | | |0206 644E00401 2340.000 LF | 0.95000 2223.00| 1.25000 2925.00| 1.00000 2340.00 CHANNELIZING LINE, AS PER PLAN | | |0207 644E00500 50.000 LF | 4.80000 240.00| 6.30000 315.00| 5.10000 255.00 STOP LINE | | |0208 644E00600 137.000 LF | 2.40000 328.80| 3.75000 513.75| 2.60000 356.20 CROSSWALK LINE | | |0209 644E00700 1480.000 LF | 4.40000 6512.00| 4.73000 7000.40| 4.70000 6956.00 TRANSVERSE LINE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -14 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0210 644E01300 4.000 EACH| 95.00000 380.00| 78.75000 315.00| 100.00000 400.00 LANE ARROW | | |0211 644E01400 2.000 EACH| 125.00000 250.00| 92.40000 184.80| 130.00000 260.00 WORD ON PAVEMENT, 72" | | |

0212 802E00100 300.000 EACH| 2.95000 885.00| 3.60000 1080.00| 3.20000 960.00 BARRIER REFLECTOR, TYPE A | | |0213 802E00200 450.000 EACH| 2.95000 1327.50| 3.60000 1620.00| 3.20000 1440.00 BARRIER REFLECTOR, TYPE B | | | SECTION TOTALS | $ 662,235.35| $ 670,737.72| $ 708,991.40------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0214 202E23500 700.000 SY | 12.00000 8400.00| 12.00000 8400.00| 13.00000 9100.00 WEARING COURSE REMOVED | | |0215 404E35000 24.000 CY | 250.00000 6000.00| 2500.00000 60000.00| 270.00000 6480.00 BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | |0216 614E11100 1200.000 HOUR| 33.00000 39600.00| 30.00000 36000.00| 32.00000 38400.00 LAW ENFORCEMENT OFFICER WITH PATROL CAR | | |0217 614E12350 3.000 EACH| 30000.00000 90000.00| 13950.00000 41850.00| 14900.00000 44700.00 TEMPORARY IMPACT ATTENUATOR (G.R.E.A.T. | | | TYPE) MODEL NO. 200200NF6GCZ | | |0218 614E12360 3.000 EACH| 9000.00000 27000.00| 3150.00000 9450.00| 3400.00000 10200.00 TEMPORARY IMPACT ATTENUATOR | | | (REPLACEMENT) G.R.E.A.T. TYPE, MODEL NO.| | | 200200NF6GCZ | | |0219 614E12470 63.000 EACH| 120.00000 7560.00| 120.00000 7560.00| 130.00000 8190.00 WORK ZONE SPEED LIMIT SIGN | | |0220 614E12500 250.000 SF | 15.00000 3750.00| 6.50000 1625.00| 7.00000 1750.00 SPECIAL - REPLACEMENT SIGN | | |0221 614E12600 500.000 EACH| 110.00000 55000.00| 55.00000 27500.00| 45.00000 22500.00 SPECIAL - REPLACEMENT DRUM | | |0222 614E12710 50.000 EACH| 50.00000 2500.00| 40.00000 2000.00| 50.00000 2500.00 SPECIAL - WRECKER SERVICE (AUTO) | | |0223 614E12710 30.000 EACH| 100.00000 3000.00| 75.00000 2250.00| 125.00000

3750.00 SPECIAL - WRECKER SERVICE (COMMERCIAL) | | |0224 614E12760 3.000 EACH| 35000.00000 105000.00| 2016.00000 6048.00| 1600.00000 4800.00 SPECIAL - FLASHING ARROW PANEL | | |0225 614E13200 1552.000 EACH| 2.65000 4112.80| 2.65000 4112.80| 2.80000 4345.60 BARRIER REFLECTOR, TYPE A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -15 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0226 614E13300 3943.000 EACH| 2.65000 10448.95| 2.65000 10448.95| 2.80000 11040.40 BARRIER REFLECTOR, TYPE B | | |0227 614E13350 958.000 EACH| 8.80000 8430.40| 8.80000 8430.40| 9.40000 9005.20 OBJECT MARKER | | |0228 614E18600 48.000 SNMT| 4000.00000 192000.00| 1680.00000 80640.00| 1740.00000 83520.00 PORTABLE CHANGEABLE MESSAGE SIGN | | |0229 614E20100 15.780 MILE| 300.00000 4734.00| 300.00000 4734.00| 300.00000 4734.00 TEMPORARY LANE LINE, CLASS I, 642 PAINT | | |0230 614E20300 1.350 MILE| 2180.00000 2943.00| 2180.00000 2943.00| 2300.00000

3105.00 TEMPORARY LANE LINE, CLASS I, 740.05, | | | TYPE C | | |0231 614E20400 53.240 MILE| 300.00000 15972.00| 300.00000 15972.00| 320.00000 17036.80 TEMPORARY LANE LINE, CLASS II | | |0232 614E22000 69.990 MILE| 400.00000 27996.00| 400.00000 27996.00| 430.00000 30095.70 TEMPORARY EDGE LINE, CLASS I | | |0233 614E22100 34.480 MILE| 400.00000 13792.00| 400.00000 13792.00| 410.00000 14136.80 TEMPORARY EDGE LINE, CLASS I, 642 PAINT | | |0234 614E22300 5.470 MILE| 5180.00000 28334.60| 5180.00000 28334.60| 5500.00000 30085.00 TEMPORARY EDGE LINE, CLASS I, 740.05, | | | TYPE C | | |0235 614E23200 4746.000 LF | 0.40000 1898.40| 0.40000 1898.40| 0.42000 1993.32 TEMPORARY CHANNELIZING LINE, CLASS I, | | | 642 PAINT | | |0236 614E23600 3880.000 LF | 2.00000 7760.00| 2.00000 7760.00| 2.10000 8148.00 TEMPORARY CHANNELIZING LINE, CLASS I, | | | 740.05, TYPE C | | |0237 614E24200 8673.000 LF | 0.75000 6504.75| 0.75000 6504.75| 0.80000 6938.40 TEMPORARY DOTTED LINE, CLASS I, 642 | | | PAINT , 4" | | |0238 614E25600 100.000 LF | 3.10000 310.00| 3.10000 310.00| 3.30000 330.00 TEMPORARY TRANSVERSE LINE, CLASS I, | | | 740.05, TYPE C | | |0239 614E26000 150.000 LF | 2.00000 300.00| 2.00000 300.00| 2.30000 345.00 TEMPORARY STOP LINE, CLASS I | | |0240 614E28000 32280.000 LF | 0.25000 8070.00| 0.25000 8070.00| 0.27000 8715.60 TEMPORARY GORE MARKING, CLASS II | | |0241 622E40020 14815.000 LF | 15.00000 222225.00| 6.20000 91853.00| 5.80000 85927.00 PORTABLE CONCRETE BARRIER, 32" | | |0242 622E40040 6148.000 LF | 18.00000 110664.00| 9.20000 56561.60| 14.00000 86072.00 PORTABLE CONCRETE BARRIER, 32", BRIDGE | | |

MOUNTED | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -16 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0243 630E80300 773.000 SF | 15.80000 12213.40| 33.00000 25509.00| 17.00000 13141.00 SIGN, TEMPORARY OVERLAY | | |0244 630E97800 750.000 SF | 15.80000 11850.00| 26.00000 19500.00| 17.00000 12750.00 SIGNING, MISC.: ADDITIONAL SIGNS, | | | GROUND MOUNTED, AS DIRECTED BY THE | | | ENGINEER | | |0245 644E30000 12748.000 LF | 0.40000 5099.20| 0.40000 5099.20| 0.42000 5354.16 REMOVAL OF PAVEMENT MARKING | | | SECTION TOTALS | $ 1,043,468.50| $ 623,452.70| $ 589,188.98------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 STRUCTURES OVER 20 FOOT SPAN BRIDGE NO. CUY-71-0579 L&R | | |0246 202E11203 LUMP| 200000.00000 200000.00| 190000.00000 190000.00| 210000.00000 210000.00

PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0247 503E21100 342.000 CY | 50.00000 17100.00| 90.00000 30780.00| 60.00000 20520.00 UNCLASSIFIED EXCAVATION | | |0248 503E21101 2.000 CY | 500.00000 1000.00| 90.00000 180.00| 100.00000 200.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0249 505E11100 LUMP| 30000.00000 30000.00| 25600.00000 25600.00| 10000.00000 10000.00 PILE DRIVING EQUIPMENT MOBILIZATION | | |0250 507E21100 1100.000 LF | 7.00000 7700.00| 27.00000 29700.00| 23.00000 25300.00 12" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | |0251 509E15840 272859.000 LB | 0.65000 177358.35| 0.70000 191001.30| 0.65000 177358.35 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0252 510E11101 883.000 EACH| 5.00000 4415.00| 7.10000 6269.30| 12.00000 10596.00 DOWEL HOLE, AS PER PLAN | | |0253 511E48000 685.000 CY | 150.00000 102750.00| 283.00000 193855.00| 415.00000 284275.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0254 511E48020 82.000 CY | 500.00000 41000.00| 435.00000 35670.00| 325.00000 26650.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0255 511E48040 243.000 CY | 300.00000 72900.00| 340.00000 82620.00| 525.00000 127575.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0256 511E49000 LUMP| 2500.00000 2500.00| 885.00000 885.00| 600.00000 600.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -17 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0257 512E67504 720.000 SY | 5.00000 3600.00| 5.00000 3600.00| 5.00000 3600.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0258 512E67510 786.000 SY | 5.00000 3930.00| 5.00000 3930.00| 7.00000 5502.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0259 512E67520 144.000 SY | 8.00000 1152.00| 8.00000 1152.00| 6.25000 900.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0260 513E11400 97775.000 LB | 1.30000 127107.50| 0.70000 68442.50| 1.25000 122218.75 STRUCTURAL STEEL, A572-50 AISC CATEGORY | | | I | | |0261 513E16600 LUMP| 45000.00000 45000.00| 40000.00000 40000.00| 22000.00000 22000.00 STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0262 513E20000 9843.000 EACH| 1.50000 14764.50| 1.70000 16733.10| 2.00000 19686.00 WELDED STUD SHEAR CONNECTOR | | |0263 514E00610 97775.000 LB | 0.14000 13688.50| 0.14000 13688.50| 0.10000 9777.50 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0264 516E11210 295.000 LF | 290.00000 85550.00| 285.00000 84075.00| 300.00000 88500.00

STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0265 516E46900 8.000 EACH| 800.00000 6400.00| 1000.00000 8000.00| 800.00000 6400.00 BEARING DEVICE, MISC.: AS PER PLAN | | |0266 518E21201 186.000 CY | 46.00000 8556.00| 45.00000 8370.00| 75.00000 13950.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0267 518E40001 320.000 LF | 6.00000 1920.00| 13.00000 4160.00| 4.00000 1280.00 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0268 518E40011 170.000 LF | 6.00000 1020.00| 10.00000 1700.00| 12.00000 2040.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0269 518E62200 21.000 EACH| 250.00000 5250.00| 125.00000 2625.00| 90.00000 1890.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0270 519E11101 113.000 SF | 45.00000 5085.00| 45.00000 5085.00| 48.00000 5424.00 PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0271 520E30000 400.000 SF | 68.25000 27300.00| 50.00000 20000.00| 48.00000 19200.00 SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -18 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355

|S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0272 601E21001 2463.000 SY | 65.00000 160095.00| 63.00000 155169.00| 40.00000 98520.00 CONCRETE SLOPE PROTECTION, AS PER PLAN | | | SECTION TOTALS | $ 1,167,141.85| $ 1,223,290.70| $ 1,313,962.60------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0009 BRIDGE NO. CUY-71-0602 L&R | | |0273 202E11203 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| 210000.00000 210000.00 PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0274 503E21100 380.000 CY | 40.00000 15200.00| 190.00000 72200.00| 60.00000 22800.00 UNCLASSIFIED EXCAVATION | | |0275 503E21101 2.000 CY | 500.00000 1000.00| 90.00000 180.00| 100.00000 200.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0276 505E11100 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 10000.00000 10000.00 PILE DRIVING EQUIPMENT MOBILIZATION | | |0277 507E22200 1080.000 LF | 10.25000 11070.00| 30.00000 32400.00| 23.00000 24840.00 12" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | |0278 509E15840 205350.000 LB | 0.65000 133477.50| 0.70000 143745.00| 0.65000 133477.50 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0279 510E11101 834.000 EACH| 5.00000 4170.00| 7.00000 5838.00| 12.00000 10008.00 DOWEL HOLE, AS PER PLAN | | |0280 511E48000 595.000 CY | 150.00000 89250.00| 310.00000 184450.00| 415.00000 246925.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0281 511E48020 82.000 CY | 600.00000 49200.00| 435.00000 35670.00| 325.00000

26650.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0282 511E48040 265.000 CY | 360.00000 95400.00| 325.00000 86125.00| 525.00000 139125.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0283 511E49000 LUMP| 2500.00000 2500.00| 885.00000 885.00| 600.00000 600.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0284 512E67504 1464.000 SY | 5.00000 7320.00| 6.50000 9516.00| 5.00000 7320.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0285 512E67510 1062.000 SY | 5.00000 5310.00| 5.00000 5310.00| 7.00000 7434.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -19 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0286 512E67520 227.000 SY | 8.00000 1816.00| 8.00000 1816.00| 6.25000 1418.75

SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0287 513E11100 71487.000 LB | 1.40000 100081.80| 0.70000 50040.90| 1.25000 89358.75 STRUCTURAL STEEL, AISC CATEGORY I | | |0288 513E16600 LUMP| 45000.00000 45000.00| 75000.00000 75000.00| 65000.00000 65000.00 STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0289 513E20000 13584.000 EACH| 1.50000 20376.00| 1.60000 21734.40| 2.00000 27168.00 WELDED STUD SHEAR CONNECTOR | | |0290 514E00610 71487.000 LB | 0.14000 10008.18| 0.14000 10008.18| 0.10000 7148.70 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0291 516E11210 296.000 LF | 290.00000 85840.00| 285.00000 84360.00| 300.00000 88800.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0292 516E46900 10.000 EACH| 800.00000 8000.00| 1000.00000 10000.00| 800.00000 8000.00 BEARING DEVICE, MISC.: BEARING DEVICE, | | | AS PER PLAN | | |0293 518E21201 164.000 CY | 50.00000 8200.00| 45.00000 7380.00| 75.00000 12300.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0294 518E40001 283.000 LF | 6.00000 1698.00| 13.00000 3679.00| 4.00000 1132.00 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0295 518E40011 345.000 LF | 6.00000 2070.00| 10.00000 3450.00| 12.00000 4140.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0296 518E62200 16.000 EACH| 250.00000 4000.00| 125.00000 2000.00| 90.00000 1440.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0297 519E11101 90.000 SF | 45.00000 4050.00| 45.00000 4050.00| 48.00000 4320.00 PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0298 520E30000 434.000 SF | 64.55000 28014.70| 50.00000 21700.00| 48.00000 20832.00

SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0299 601E21001 1680.000 SY | 60.00000 100800.00| 68.00000 114240.00| 40.00000 67200.00 CONCRETE SLOPE PROTECTION, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -20 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,058,852.18| $ 1,210,777.48| $ 1,237,637.70------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0010 BRIDGE NO. CUY-71-0637 | | |0300 202E11203 LUMP| 200000.00000 200000.00| 250000.00000 250000.00| 340000.00000 340000.00 PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0302 503E21101 1.000 CY | 500.00000 500.00| 90.00000 90.00| 60.00000 60.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0303 509E15840 357589.000 LB | 0.65000 232432.85| 0.70000 250312.30| 0.65000 232432.85 EPOXY COATED REINFORCING STEEL, GRADE 60| | |

0304 510E11101 72.000 EACH| 9.00000 648.00| 12.00000 864.00| 12.00000 864.00 DOWEL HOLE, AS PER PLAN | | |0305 511E48000 1062.000 CY | 150.00000 159300.00| 277.00000 294174.00| 415.00000 440730.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0306 511E48020 130.000 CY | 600.00000 78000.00| 525.00000 68250.00| 325.00000 42250.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0307 511E48040 60.000 CY | 300.00000 18000.00| 400.00000 24000.00| 525.00000 31500.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0308 511E49010 LUMP| 2500.00000 2500.00| 6800.00000 6800.00| 6000.00000 6000.00 SPECIAL - HIGH PERFORMANCE CONCRETE | | | TESTING | | |0309 512E67504 898.000 SY | 5.00000 4490.00| 5.00000 4490.00| 5.00000 4490.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0310 512E67510 1308.000 SY | 5.00000 6540.00| 5.00000 6540.00| 7.00000 9156.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0311 513E20000 11358.000 EACH| 1.50000 17037.00| 1.70000 19308.60| 2.00000 22716.00 WELDED STUD SHEAR CONNECTOR | | |0312 516E11210 509.000 LF | 285.00000 145065.00| 285.00000 145065.00| 300.00000 152700.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0313 516E13600 25.000 SF | 5.00000 125.00| 5.00000 125.00| 8.00000 200.00 1" PREFORMED EXPANSION JOINT FILLER | | |0314 518E21201 268.000 CY | 46.00000 12328.00| 45.00000 12060.00| 75.00000 20100.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97

PAGE :075 -21 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0315 518E40001 319.000 LF | 6.00000 1914.00| 8.50000 2711.50| 4.00000 1276.00 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0316 518E40011 200.000 LF | 6.00000 1200.00| 10.00000 2000.00| 12.00000 2400.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0317 518E62200 33.000 EACH| 250.00000 8250.00| 125.00000 4125.00| 90.00000 2970.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0318 519E11101 15.000 SF | 65.00000 975.00| 65.00000 975.00| 48.00000 720.00 PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0319 520E30000 3737.000 SF | 35.40000 132289.80| 50.00000 186850.00| 48.00000 179376.00 SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0320 601E20501 200.000 CY | 50.00000 10000.00| 85.00000 17000.00| 40.00000 8000.00 CRUSHED AGGREGATE SLOPE PROTECTION, AS | | | PER PLAN | | | SECTION TOTALS | $ 1,031,594.65| $ 1,295,740.40| $

1,497,940.85------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0011 BRIDGE NO. CUY-71-0668 | | |0321 202E11203 LUMP| 200000.00000 200000.00| 175000.00000 175000.00| 210000.00000 210000.00 PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0322 503E21101 1.000 CY | 500.00000 500.00| 90.00000 90.00| 60.00000 60.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0323 509E15840 172331.000 LB | 0.65000 112015.15| 0.56000 96505.36| 0.65000 112015.15 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0324 510E11101 594.000 EACH| 5.00000 2970.00| 9.00000 5346.00| 12.00000 7128.00 DOWEL HOLE, AS PER PLAN | | |0325 511E48000 514.000 CY | 175.00000 89950.00| 325.00000 167050.00| 415.00000 213310.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0326 511E48020 78.000 CY | 400.00000 31200.00| 335.00000 26130.00| 325.00000 25350.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0327 511E48040 70.000 CY | 460.00000 32200.00| 372.00000 26040.00| 525.00000 36750.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -22 TABULATION OF BIDS


SET-ASIDE :

==========================================================================================================================

========== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0328 511E49000 LUMP| 2500.00000 2500.00| 885.00000 885.00| 600.00000 600.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0329 512E67504 538.000 SY | 5.00000 2690.00| 5.00000 2690.00| 5.00000 2690.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0330 512E67510 723.000 SY | 5.00000 3615.00| 5.00000 3615.00| 7.00000 5061.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0331 512E67520 156.000 SY | 8.00000 1248.00| 8.00000 1248.00| 6.25000 975.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0332 513E11100 21140.000 LB | 2.20000 46508.00| 0.70000 14798.00| 3.00000 63420.00 STRUCTURAL STEEL, AISC CATEGORY I | | |0333 513E16600 LUMP| 45000.00000 45000.00| 72000.00000 72000.00| 35000.00000 35000.00 STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0334 514E00610 16732.000 LB | 0.14000 2342.48| 0.14000 2342.48| 0.15000 2509.80 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0335 516E11210 232.000 LF | 290.00000 67280.00| 285.00000 66120.00| 300.00000 69600.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0336 516E13600 12.000 SF | 5.00000 60.00| 5.00000 60.00| 8.00000 96.00 1" PREFORMED EXPANSION JOINT FILLER | | |0337 518E21201 113.000 CY | 50.00000 5650.00| 45.00000 5085.00| 75.00000 8475.00

POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0338 518E62200 16.000 EACH| 250.00000 4000.00| 125.00000 2000.00| 90.00000 1440.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0339 519E11101 11.000 SF | 75.00000 825.00| 75.00000 825.00| 48.00000 528.00 PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0340 520E30000 240.000 SF | 79.00000 18960.00| 50.00000 12000.00| 48.00000 11520.00 SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | | SECTION TOTALS | $ 669,513.63| $ 679,829.84| $ 806,527.95------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0012 BRIDGE NO. CUY-71-0787 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -23 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0341 202E11203 LUMP| 200000.00000 200000.00| 90000.00000 90000.00| 120000.00000 120000.00

PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0342 503E21101 1.000 CY | 500.00000 500.00| 90.00000 90.00| 60.00000 60.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0343 509E15840 116210.000 LB | 0.65000 75536.50| 0.62000 72050.20| 0.65000 75536.50 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0344 510E11101 296.000 EACH| 5.00000 1480.00| 7.00000 2072.00| 12.00000 3552.00 DOWEL HOLE, AS PER PLAN | | |0345 511E48000 265.000 CY | 150.00000 39750.00| 325.00000 86125.00| 415.00000 109975.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0346 511E48020 137.000 CY | 200.00000 27400.00| 325.00000 44525.00| 325.00000 44525.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0347 511E48040 38.000 CY | 650.00000 24700.00| 550.00000 20900.00| 525.00000 19950.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0348 511E49000 LUMP| 2500.00000 2500.00| 885.00000 885.00| 600.00000 600.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0349 512E67504 785.000 SY | 5.00000 3925.00| 5.00000 3925.00| 5.00000 3925.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0350 512E67510 388.000 SY | 5.00000 1940.00| 5.00000 1940.00| 7.00000 2716.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0351 512E67520 75.000 SY | 8.00000 600.00| 8.00000 600.00| 6.25000 468.75 SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0352 513E11100 4316.000 LB | 3.00000 12948.00| 0.70000 3021.20| 3.00000 12948.00 STRUCTURAL STEEL, AISC CATEGORY I | | |0353 513E20000 3900.000 EACH| 1.50000 5850.00| 1.60000 6240.00| 2.00000 7800.00

WELDED STUD SHEAR CONNECTOR | | |0354 514E00610 4316.000 LB | 0.14000 604.24| 0.14000 604.24| 0.25000 1079.00 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0355 516E11210 90.000 LF | 295.00000 26550.00| 265.00000 23850.00| 300.00000 27000.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -24 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0356 518E21201 30.000 CY | 65.00000 1950.00| 56.00000 1680.00| 75.00000 2250.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0357 518E40001 84.000 LF | 7.00000 588.00| 12.00000 1008.00| 4.00000 336.00 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0358 518E62100 48.000 LF | 7.00000 336.00| 42.00000 2016.00| 12.00000 576.00 STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | INCLUDING SPECIALS, AS PER PLAN | | |

0359 518E62200 12.000 EACH| 310.00000 3720.00| 125.00000 1500.00| 90.00000 1080.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0360 520E30000 338.000 SF | 68.00000 22984.00| 50.00000 16900.00| 48.00000 16224.00 SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0361 601E21001 460.000 SY | 75.00000 34500.00| 76.00000 34960.00| 40.00000 18400.00 CONCRETE SLOPE PROTECTION, AS PER PLAN | | |0362 607E39930 476.000 LF | 59.00000 28084.00| 59.00000 28084.00| 59.00000 28084.00 SPECIAL - VANDAL PROTECTION FENCE, 12' | | | CURVED, COATED FABRIC | | | SECTION TOTALS | $ 516,445.74| $ 442,975.64| $ 497,085.25------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0013 BRIDGE NO. CUY-71-0835 | | |0363 202E11203 LUMP| 200000.00000 200000.00| 150000.00000 150000.00| 156000.00000 156000.00 PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0364 503E21101 1.000 CY | 500.00000 500.00| 90.00000 90.00| 100.00000 100.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0365 509E15840 174558.000 LB | 0.65000 113462.70| 0.69000 120445.02| 0.62000 108225.96 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0366 510E11101 790.000 EACH| 5.00000 3950.00| 7.00000 5530.00| 14.00000 11060.00 DOWEL HOLE, AS PER PLAN | | |0367 511E48000 520.000 CY | 150.00000 78000.00| 325.00000 169000.00| 394.00000 204880.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0368 511E48020 78.000 CY | 500.00000 39000.00| 450.00000 35100.00| 320.00000 24960.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :

03/03/97 PAGE :075 -25 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0369 511E48040 26.000 CY | 700.00000 18200.00| 485.00000 12610.00| 530.00000 13780.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0370 511E49000 LUMP| 2500.00000 2500.00| 885.00000 885.00| 300.00000 300.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0371 512E67504 546.000 SY | 5.00000 2730.00| 5.00000 2730.00| 5.40000 2948.40 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0372 512E67510 629.000 SY | 5.00000 3145.00| 5.00000 3145.00| 7.50000 4717.50 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0373 512E67520 130.000 SY | 8.00000 1040.00| 8.00000 1040.00| 6.70000 871.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0374 513E11100 10808.000 LB | 2.80000 30262.40| 0.70000 7565.60| 2.70000 29181.60 STRUCTURAL STEEL, AISC CATEGORY I | | |

0375 513E16600 LUMP| 45000.00000 45000.00| 72000.00000 72000.00| 66000.00000 66000.00 STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0376 513E20000 8022.000 EACH| 1.50000 12033.00| 1.60000 12835.20| 1.70000 13637.40 WELDED STUD SHEAR CONNECTOR | | |0377 514E00610 10808.000 LB | 0.14000 1513.12| 0.14000 1513.12| 0.22000 2377.76 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0378 516E11210 230.000 LF | 290.00000 66700.00| 285.00000 65550.00| 260.00000 59800.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0379 516E13600 14.000 SF | 6.00000 84.00| 4.75000 66.50| 15.00000 210.00 1" PREFORMED EXPANSION JOINT FILLER | | |0380 518E21201 134.000 CY | 50.00000 6700.00| 47.70000 6391.80| 69.00000 9246.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0381 518E40001 206.000 LF | 6.00000 1236.00| 9.00000 1854.00| 5.40000 1112.40 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0382 518E62100 176.000 LF | 12.00000 2112.00| 28.00000 4928.00| 12.00000 2112.00 STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | INCLUDING SPECIALS, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -26 TABULATION OF BIDS


SET-ASIDE :

==========================================================================================================================

========== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0383 518E62200 16.000 EACH| 250.00000 4000.00| 125.00000 2000.00| 120.00000 1920.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0384 519E11101 59.000 SF | 65.00000 3835.00| 65.00000 3835.00| 50.00000 2950.00 PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0385 520E30000 283.000 SF | 79.00000 22357.00| 50.00000 14150.00| 50.00000 14150.00 SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0386 601E21001 896.000 SY | 75.00000 67200.00| 70.00000 62720.00| 61.00000 54656.00 CONCRETE SLOPE PROTECTION, AS PER PLAN | | | SECTION TOTALS | $ 725,560.22| $ 755,984.24| $ 785,196.02------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0014 BRIDGE NO. CUY-71-0856 | | |0387 202E11203 LUMP| 200000.00000 200000.00| 150000.00000 150000.00| 164000.00000 164000.00 PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0388 503E21101 1.000 CY | 500.00000 500.00| 90.00000 90.00| 100.00000 100.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0389 509E15840 172963.000 LB | 0.65000 112425.95| 0.67000 115885.21| 0.62000 107237.06 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0390 510E11101 862.000 EACH| 5.00000 4310.00| 7.00000 6034.00| 14.00000 12068.00 DOWEL HOLE, AS PER PLAN | | |0391 511E48000 490.000 CY | 150.00000 73500.00| 400.00000 196000.00| 400.00000 196000.00

SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0392 511E48020 64.000 CY | 400.00000 25600.00| 425.00000 27200.00| 320.00000 20480.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0393 511E48040 50.000 CY | 500.00000 25000.00| 450.00000 22500.00| 530.00000 26500.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0394 511E49000 LUMP| 2500.00000 2500.00| 885.00000 885.00| 300.00000 300.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0395 512E67504 442.000 SY | 5.00000 2210.00| 5.00000 2210.00| 5.40000 2386.80 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0396 512E67510 766.000 SY | 5.00000 3830.00| 5.00000 3830.00| 7.50000 5745.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -27 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+---------------------

----------0397 512E67520 160.000 SY | 8.00000 1280.00| 8.00000 1280.00| 6.70000 1072.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0398 513E11100 9173.000 LB | 3.05000 27977.65| 0.70000 6421.10| 3.30000 30270.90 STRUCTURAL STEEL, AISC CATEGORY I | | |0399 513E20000 12654.000 EACH| 1.50000 18981.00| 1.60000 20246.40| 1.70000 21511.80 WELDED STUD SHEAR CONNECTOR | | |0400 514E00610 9173.000 LB | 0.14000 1284.22| 0.14000 1284.22| 0.22000 2018.06 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0401 516E11210 289.000 LF | 290.00000 83810.00| 285.00000 82365.00| 260.00000 75140.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0402 516E13600 12.000 SF | 5.00000 60.00| 5.00000 60.00| 15.00000 180.00 1" PREFORMED EXPANSION JOINT FILLER | | |0403 518E21201 164.000 CY | 50.00000 8200.00| 48.00000 7872.00| 69.00000 11316.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0404 518E40001 282.000 LF | 6.00000 1692.00| 9.00000 2538.00| 5.40000 1522.80 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0405 518E62100 220.000 LF | 12.00000 2640.00| 24.00000 5280.00| 10.00000 2200.00 STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | INCLUDING SPECIALS, AS PER PLAN | | |0406 518E62200 16.000 EACH| 250.00000 4000.00| 125.00000 2000.00| 120.00000 1920.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0407 519E11101 12.000 SF | 80.00000 960.00| 80.00000 960.00| 50.00000 600.00 PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0408 519E11502 149.000 SF | 47.00000 7003.00| 47.00000 7003.00| 52.00000 7748.00 SPECIAL - PATCHING CONCRETE STRUCTURE | | |

WITH TROWELABLE MORTAR | | |0409 601E21001 1227.000 SY | 65.00000 79755.00| 65.00000 79755.00| 52.00000 63804.00 CONCRETE SLOPE PROTECTION, AS PER PLAN | | | SECTION TOTALS | $ 687,518.82| $ 741,698.93| $ 754,120.42------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0015 BRIDGE NO. CUY-71-0884 | | |0410 202E11203 LUMP| 220000.00000 220000.00| 225000.00000 225000.00| 187000.00000 187000.00 PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -28 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0411 503E21101 1.000 CY | 500.00000 500.00| 90.00000 90.00| 100.00000 100.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0412 509E15840 236142.000 LB | 0.65000 153492.30| 0.67000 158215.14| 0.62000 146408.04 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0413 510E11101 941.000 EACH| 5.00000 4705.00| 7.00000 6587.00| 14.00000

13174.00 DOWEL HOLE, AS PER PLAN | | |0414 511E48000 720.000 CY | 150.00000 108000.00| 295.00000 212400.00| 373.00000 268560.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0415 511E48020 88.000 CY | 450.00000 39600.00| 300.00000 26400.00| 320.00000 28160.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0416 511E48040 62.000 CY | 500.00000 31000.00| 425.00000 26350.00| 530.00000 32860.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0417 511E49000 LUMP| 2500.00000 2500.00| 885.00000 885.00| 300.00000 300.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0418 512E67504 612.000 SY | 5.00000 3060.00| 5.00000 3060.00| 5.40000 3304.80 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0419 512E67510 726.000 SY | 5.00000 3630.00| 5.00000 3630.00| 7.50000 5445.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0420 512E67520 128.000 SY | 8.00000 1024.00| 8.00000 1024.00| 6.70000 857.60 SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0421 513E11100 14546.000 LB | 2.55000 37092.30| 0.70000 10182.20| 1.00000 14546.00 STRUCTURAL STEEL, AISC CATEGORY I | | |0422 513E20000 9918.000 EACH| 1.50000 14877.00| 1.80000 17852.40| 1.90000 18844.20 WELDED STUD SHEAR CONNECTOR | | |0423 514E00610 14566.000 LB | 0.14000 2039.24| 0.14000 2039.24| 0.20000 2913.20 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0424 516E11210 280.000 LF | 290.00000 81200.00| 285.00000 79800.00| 260.00000 72800.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0425 516E13600 14.000 SF | 5.00000 70.00| 4.75000 66.50| 15.00000

210.00 1" PREFORMED EXPANSION JOINT FILLER | | |0426 518E21201 184.000 CY | 46.00000 8464.00| 45.00000 8280.00| 69.00000 12696.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -29 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0427 518E40001 266.000 LF | 6.00000 1596.00| 8.70000 2314.20| 5.40000 1436.40 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0428 518E62100 231.000 LF | 12.00000 2772.00| 23.00000 5313.00| 10.00000 2310.00 STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | INCLUDING SPECIALS, AS PER PLAN | | |0429 518E62200 21.000 EACH| 250.00000 5250.00| 125.00000 2625.00| 120.00000 2520.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0430 519E11101 463.000 SF | 45.00000 20835.00| 45.00000 20835.00| 50.00000 23150.00

PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0431 520E30000 1000.000 SF | 63.00000 63000.00| 50.00000 50000.00| 50.00000 50000.00 SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0432 601E21001 1123.000 SY | 75.00000 84225.00| 70.00000 78610.00| 52.00000 58396.00 CONCRETE SLOPE PROTECTION, AS PER PLAN | | | SECTION TOTALS | $ 888,931.84| $ 941,558.68| $ 945,991.24------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0016 BRIDGE NO. CUY-71-0913 | | |0433 202E11203 LUMP| 200000.00000 200000.00| 215000.00000 215000.00| 175000.00000 175000.00 PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0435 503E21101 1.000 CY | 500.00000 500.00| 90.00000 90.00| 100.00000 100.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0436 509E15840 287091.000 LB | 0.65000 186609.15| 0.70000 200963.70| 0.62000 177996.42 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0437 510E11101 894.000 EACH| 5.00000 4470.00| 9.70000 8671.80| 16.00000 14304.00 DOWEL HOLE, AS PER PLAN | | |0438 511E48000 844.000 CY | 150.00000 126600.00| 285.00000 240540.00| 373.00000 314812.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0439 511E48020 119.000 CY | 200.00000 23800.00| 375.00000 44625.00| 340.00000 40460.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0440 511E48040 118.000 CY | 450.00000 53100.00| 370.00000 43660.00| 530.00000 62540.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -30

TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0441 511E49000 LUMP| 2500.00000 2500.00| 885.00000 885.00| 300.00000 300.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0442 512E67504 751.000 SY | 5.00000 3755.00| 5.00000 3755.00| 5.40000 4055.40 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0443 512E67510 451.000 SY | 5.00000 2255.00| 5.00000 2255.00| 7.50000 3382.50 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0444 513E11100 50060.000 LB | 2.55000 127653.00| 0.70000 35042.00| 1.03000 51561.80 STRUCTURAL STEEL, AISC CATEGORY I | | |0445 513E16600 LUMP| 45000.00000 45000.00| 95000.00000 95000.00| 42000.00000 42000.00 STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0446 513E20000 11055.000 EACH| 1.50000 16582.50| 1.80000 19899.00| 1.90000 21004.50 WELDED STUD SHEAR CONNECTOR | | |0447 514E00610 50060.000 LB | 0.14000 7008.40| 0.14000 7008.40| 0.10000 5006.00 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0448 516E11210 377.000 LF | 290.00000 109330.00| 285.00000 107445.00| 260.00000

98020.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0449 516E13600 18.000 SF | 5.00000 90.00| 5.00000 90.00| 15.00000 270.00 1" PREFORMED EXPANSION JOINT FILLER | | |0450 518E21201 278.000 CY | 50.00000 13900.00| 45.00000 12510.00| 69.00000 19182.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0451 518E40001 431.000 LF | 6.00000 2586.00| 8.50000 3663.50| 5.40000 2327.40 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0452 518E40011 240.000 LF | 6.00000 1440.00| 10.00000 2400.00| 16.00000 3840.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0453 518E62200 26.000 EACH| 250.00000 6500.00| 125.00000 3250.00| 120.00000 3120.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0454 519E11502 74.000 SF | 75.00000 5550.00| 75.00000 5550.00| 52.00000 3848.00 SPECIAL - PATCHING CONCRETE STRUCTURE | | | WITH TROWELABLE MORTAR | | |0455 601E20500 787.000 CY | 60.00000 47220.00| 60.00000 47220.00| 34.00000 26758.00 CRUSHED AGGREGATE SLOPE PROTECTION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -31 TABULATION OF BIDS


SET-ASIDE :

====================================================================================================================================

|(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 986,449.05| $ 1,099,523.40| $ 1,069,888.02------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0017 BRIDGE NO. CUY-71-0923 | | |0456 202E11203 LUMP| 200000.00000 200000.00| 140000.00000 140000.00| 163000.00000 163000.00 PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0457 503E21101 1.000 CY | 500.00000 500.00| 90.00000 90.00| 100.00000 100.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0458 509E15840 249720.000 LB | 0.65000 162318.00| 0.70000 174804.00| 0.62000 154826.40 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0459 510E11101 358.000 EACH| 5.00000 1790.00| 9.75000 3490.50| 14.00000 5012.00 DOWEL HOLE, AS PER PLAN | | |0460 511E48000 622.000 CY | 150.00000 93300.00| 325.00000 202150.00| 372.00000 231384.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0461 511E48020 78.000 CY | 400.00000 31200.00| 325.00000 25350.00| 320.00000 24960.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0462 511E48040 54.000 CY | 510.00000 27540.00| 510.00000 27540.00| 530.00000 28620.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0463 511E49010 LUMP| 2500.00000 2500.00| 6800.00000 6800.00| 10700.00000 10700.00 SPECIAL - HIGH PERFORMANCE CONCRETE | | | TESTING | | |0464 512E67504 542.000 SY | 5.00000 2710.00| 5.00000 2710.00| 5.40000

2926.80 SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0465 512E67510 812.000 SY | 5.00000 4060.00| 5.00000 4060.00| 7.50000 6090.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0466 512E67520 177.000 SY | 8.00000 1416.00| 8.00000 1416.00| 6.70000 1185.90 SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0467 513E11100 13008.000 LB | 2.90000 37723.20| 0.70000 9105.60| 2.80000 36422.40 STRUCTURAL STEEL, AISC CATEGORY I | | |0468 513E16600 LUMP| 45000.00000 45000.00| 72000.00000 72000.00| 31000.00000 31000.00 STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -32 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0469 513E20000 10944.000 EACH| 1.50000 16416.00| 1.80000 19699.20| 1.80000 19699.20 WELDED STUD SHEAR CONNECTOR | | |

0470 514E00610 13008.000 LB | 0.14000 1821.12| 0.14000 1821.12| 0.20000 2601.60 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0471 516E11210 270.000 LF | 290.00000 78300.00| 285.00000 76950.00| 260.00000 70200.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0472 516E13600 14.000 SF | 5.00000 70.00| 4.75000 66.50| 15.00000 210.00 1" PREFORMED EXPANSION JOINT FILLER | | |0473 518E21201 150.000 CY | 55.00000 8250.00| 50.00000 7500.00| 69.00000 10350.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0474 518E40001 264.000 LF | 6.00000 1584.00| 9.00000 2376.00| 5.40000 1425.60 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0475 518E62100 220.000 LF | 12.00000 2640.00| 25.00000 5500.00| 10.00000 2200.00 STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | WITH SPECIALS, AS PER PLAN | | |0476 518E62200 20.000 EACH| 250.00000 5000.00| 125.00000 2500.00| 120.00000 2400.00 STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0477 519E11101 43.000 SF | 65.00000 2795.00| 65.00000 2795.00| 50.00000 2150.00 PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0478 520E30000 461.000 SF | 64.00000 29504.00| 50.00000 23050.00| 50.00000 23050.00 SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0479 601E21001 1458.000 SY | 60.00000 87480.00| 65.00000 94770.00| 50.00000 72900.00 CONCRETE SLOPE PROTECTION, AS PER PLAN | | |0480 625E25400 210.000 LF | 8.00000 1680.00| 2.00000 420.00| 8.60000 1806.00 CONDUIT, 2", 713.04 | | | SECTION TOTALS | $ 845,597.32| $ 906,963.92| $ 905,219.90------------------------------------------+----------------------------+----------------------------+-------------------------------

0486 619E25010 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 4500.00000 4500.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0487 623E10001 LUMP| 50000.00000 50000.00| 150000.00000 150000.00| 139000.00000 139000.00 CONSTRUCTION LAYOUT STAKES, AS PER PLAN | | |0488 624E10000 LUMP| 50000.00000 50000.00| 500000.00000 500000.00| 500000.00000 500000.00 MOBILIZATION | | | SECTION TOTALS | $ 322,480.00| $ 1,252,600.00| $ 2,242,400.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0500 605E31100 520.000 LF | 10.00000 5200.00| 31.75000 16510.00| 10.00000 5200.00 AGGREGATE DRAIN | | |0501 625E25901 67.000 LF | 725.00000 48575.00| 145.00000 9715.00| 320.00000 21440.00 CONDUIT, JACKED OR DRILLED UNDER | | | PAVEMENT, AS PER PLAN 15" TYPE B | | | SECTION TOTALS | $ 53,775.00| $ 26,225.00| $ 26,640.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 TRAFFIC CONTROL | | |0510 690E98000 1.000 EACH| 65000.00000 65000.00| 65000.00000 65000.00| 35000.00000 35000.00 SPECIAL - MISC.: HIGHWAY ADVISORY RADIO | | | SYSTEM | | |0511 690E99550 60.000 MNTH| 250.00000 15000.00| 60.00000 3600.00| 100.00000 6000.00 SPECIAL - MISC.: MAINTENANCE OF HIGHWAY | | | ADVISORY RADIO SYSTEM | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -34 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-0640780 |(3) 34-0689355 |S E JOHNSON COMPANIES INC |RUHLIN COMPANY |GREAT LAKESCONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 80,000.00| $ 68,600.00| $ 41,000.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0520 615E20001 2800.000 SY | 26.20000 73360.00| 26.20000 73360.00| 34.00000 95200.00 TEMPORARY PAVEMENT, CLASS A, AS PER | | | PLAN A | | | SECTION TOTALS | $ 73,360.00| $ 73,360.00| $ 95,200.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 LIGHTING | | |0530 625E02801 2.000 EACH| 1300.00000 2600.00| 1300.00000 2600.00| 1400.00000 2800.00 TRANSFORMER BASE, STEEL, AS PER PLAN | | | SECTION TOTALS | $ 2,600.00| $ 2,600.00| $ 2,800.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0531 614E18030 2900.000 LF | 4.00000 11600.00| 8.00000 23200.00| 4.30000 12470.00 SPECIAL - MAINTAINING TRAFFIC, MISC.: | | |

RUMBLE STRIPS | | |0532 614E12480 12.000 EACH| 120.00000 1440.00| 120.00000 1440.00| 130.00000 1560.00 DOUBLED FINES IN WORK ZONE SIGN , | | | R-180-48 | | |0533 614E18000 30.000 EACH| 150.00000 4500.00| 150.00000 4500.00| 160.00000 4800.00 SPECIAL - MAINTAINING TRAFFIC, MISC.: | | | EXISTING TRAFFIC SIGNAL TIMING CHANGE | | |0534 614E18020 2000.000 HOUR| 36.00000 72000.00| 35.00000 70000.00| 31.00000 62000.00 SPECIAL - MAINTAINING TRAFFIC, MISC.: | | | WORKSITE TRAFFIC SUPERVISOR | | | SECTION TOTALS | $ 89,540.00| $ 99,140.00| $ 80,830.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,330,264.50| $ 23,062,684.42| $24,332,245.62==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -35 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY

| | |0001 201E11000 LUMP| 50000.00000 50000.00| 8000.00000 8000.00| CLEARING AND GRUBBING | | |0002 202E23000 12806.000 SY | 15.00000 192090.00| 26.00000 332956.00| PAVEMENT REMOVED | | |0003 202E23500 252067.000 SY | 1.00000 252067.00| 1.50000 378100.50| WEARING COURSE REMOVED | | |0004 202E30000 422.000 SF | 1.50000 633.00| 0.50000 211.00| WALK REMOVED | | |0005 202E30600 325.000 SY | 30.00000 9750.00| 6.00000 1950.00| CONCRETE MEDIAN REMOVED | | |0006 202E30700 474.000 LF | 16.00000 7584.00| 15.00000 7110.00| CONCRETE BARRIER REMOVED | | |0007 202E32000 714.000 LF | 1.00000 714.00| 2.00000 1428.00| CURB REMOVED | | |0008 202E38000 24687.000 LF | 1.00000 24687.00| 0.70000 17280.90| GUARDRAIL REMOVED | | |0009 202E38300 150.000 LF | 2.00000 300.00| 1.50000 225.00| GUARDRAIL REMOVED, BARRIER DESIGN | | |0010 202E75000 37416.000 LF | 1.00000 37416.00| 1.25000 46770.00| FENCE REMOVED | | |0011 203E12000 6285.000 CY | 10.00000 62850.00| 12.00000 75420.00| EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0012 203E20001 5265.000 CY | 5.00000 26325.00| 9.00000 47385.00| EMBANKMENT, AS PER PLAN | | |0013 203E50000 24311.000 SY | 2.00000 48622.00| 0.50000 12155.50| SUBGRADE COMPACTION | | |0014 203E60201 276.450 STA | 80.00000 22116.00| 75.00000 20733.75| LINEAR GRADING, METHOD A, AS PER PLAN | | |0015 203E60205 4.290 STA | 90.00000 386.10| 150.00000 643.50| LINEAR GRADING, METHOD B, AS PER PLAN | | |0016 203E60301 327.630 STA | 80.00000 26210.40| 40.00000 13105.20| LINEAR GRADING, METHOD C, AS PER PLAN | | |0017 606E10000 62927.000 SF | 20.00000 1258540.00| 15.00000 943905.00| SPECIAL - NOISE BARRIER OVER 10' - 14' | | | (WOOD PANEL) | | |0018 606E10000 67914.000 SF | 20.00000 1358280.00| 16.00000 1086624.00| SPECIAL - NOISE BARRIER OVER 14' - 20' | | | (WOOD PANEL) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :

075 -36 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0019 606E10000 8891.000 SF | 20.00000 177820.00| 15.00000 133365.00| SPECIAL - NOISE BARRIER 10' AND UNDER | | | (FIBERGLASS WOOD PANEL) | | |0020 606E10000 498.000 SF | 25.00000 12450.00| 14.00000 6972.00| SPECIAL - NOISE BARRIER 10' AND UNDER | | | (WOOD PANEL) | | |0021 606E10100 652.000 EACH| 50.00000 32600.00| 15.00000 9780.00| SPECIAL - NOISE BARRIER ANCHOR BOLT | | | INSERT ASSEMBLY | | |0022 606E10100 20.000 EACH| 150.00000 3000.00| 500.00000 10000.00| SPECIAL - NOISE BARRIER FOUNDATION | | | EXTENSION | | |0023 606E10100 20.000 EACH| 1100.00000 22000.00| 500.00000 10000.00| SPECIAL - NOISE BARRIER NOISE WALL POST | | | AND FOUNDATION | | |0024 606E13000 26968.400 LF | 9.35000 252154.54| 8.00000 215747.20| GUARDRAIL, TYPE 5 | | |0025 606E13050 200.000 LF | 19.00000 3800.00| 15.00000 3000.00| GUARDRAIL, TYPE 5A | | |0026 606E25000 4.000 EACH| 525.00000 2100.00| 500.00000 2000.00| ANCHOR ASSEMBLY, TYPE A | | |0027 606E26100 16.000 EACH| 2125.00000 34000.00| 2000.00000 32000.00| ANCHOR ASSEMBLY, TYPE E | | |0028 606E26500 23.000 EACH| 500.00000 11500.00| 410.00000 9430.00| ANCHOR ASSEMBLY, TYPE T | | |0029 606E35000 18.000 EACH| 825.00000 14850.00| 850.00000 15300.00|

BRIDGE TERMINAL ASSEMBLY, TYPE 1 | | |0030 606E35100 22.000 EACH| 400.00000 8800.00| 300.00000 6600.00| BRIDGE TERMINAL ASSEMBLY, TYPE 2 | | |0031 607E23000 34766.000 LF | 6.85000 238147.10| 8.00000 278128.00| FENCE, TYPE CLT | | |0032 607E50902 3.000 EACH| 825.00000 2475.00| 750.00000 2250.00| GATE, TYPE CL (MISC. HT.) (10' SWING) | | |0033 607E98000 5000.000 LF | 2.75000 13750.00| 5.00000 25000.00| FENCE, MISC.: TEMPORARY FENCE | | |0034 608E10000 355.000 SF | 2.50000 887.50| 5.00000 1775.00| 4" CONCRETE WALK | | |0035 616E10000 40.000 MGAL| 75.00000 3000.00| 10.00000 400.00| WATER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -37 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0036 616E20000 4.000 TON | 300.00000 1200.00| 200.00000 800.00| CALCIUM CHLORIDE | | |0037 622E23404 1662.000 LF | 90.00000 149580.00| 50.00000 83100.00| CONCRETE BARRIER, TYPE B-50 | | |0038 622E23405 90.000 LF | 150.00000 13500.00| 100.00000 9000.00| CONCRETE BARRIER, TYPE B-50, AS PER PLAN| | |0039 653E10000 3733.000 CY | 15.00000 55995.00| 20.00000 74660.00| TOPSOIL FURNISHED AND PLACED | | |0040 653E10001 110.000 CY | 15.00000 1650.00| 24.00000 2640.00|

TOPSOIL FURNISHED AND PLACED, AS PER | | | PLAN | | |0041 690E10350 1.000 EACH| 4000.00000 4000.00| 4500.00000 4500.00| SPECIAL - IMPACT ATTENUATOR, TYPE 1 | | | SECTION TOTALS | $ 4,437,829.64| $ 3,930,450.55|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0042 207E10000 10339.000 SY | 1.00000 10339.00| 0.10000 1033.90| TEMPORARY SEEDING AND MULCHING | | |0043 207E30000 6025.000 LF | 3.00000 18075.00| 2.25000 13556.25| FILTER FABRIC FENCE | | |0044 207E70000 1058.000 EACH| 15.00000 15870.00| 4.00000 4232.00| STRAW OR HAY BALES | | |0046 601E20700 63.000 CY | 275.00000 17325.00| 180.00000 11340.00| SPECIAL - GABION WITH ADDITIONAL COATING| | |0047 659E10000 52285.000 SY | 0.55000 28756.75| 0.50000 26142.50| SEEDING AND MULCHING | | |0048 659E14000 2583.000 SY | 0.25000 645.75| 0.20000 516.60| REPAIR SEEDING AND MULCHING | | |0049 659E20000 2.580 TON | 850.00000 2193.00| 900.00000 2322.00| COMMERCIAL FERTILIZER | | |0050 659E30000 12.020 TON | 50.00000 601.00| 50.00000 601.00| AGRICULTURAL LIMING | | |0051 659E35000 15.000 MGAL| 1.00000 15.00| 1.00000 15.00| WATER | | |0052 659E40000 15.000 MSF | 3.00000 45.00| 1.00000 15.00| MOWING | | |0053 660E20000 619.000 SY | 6.20000 3837.80| 7.00000 4333.00| REINFORCED SODDING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -38 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 97,703.30| $ 64,107.25|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0054 602E20000 1.250 CY | 1000.00000 1250.00| 600.00000 750.00| CONCRETE MASONRY | | |0056 603E01500 2988.000 LF | 11.00000 32868.00| 10.00000 29880.00| 6" CONDUIT, TYPE F , 707.17, | | | NON-PERFORATED ASTM 3034 SDR 35 OR SS | | | 931 OR 944 | | |0057 603E04400 4.000 LF | 160.00000 640.00| 100.00000 400.00| 12" CONDUIT, TYPE B | | |0058 603E04600 16.000 LF | 55.00000 880.00| 40.00000 640.00| 12" CONDUIT, TYPE C , 706.02 | | |0059 603E05900 140.000 LF | 55.00000 7700.00| 48.00000 6720.00| 15" CONDUIT, TYPE B | | |0060 603E06100 8.000 LF | 80.00000 640.00| 20.00000 160.00| 15" CONDUIT, TYPE C , 706.02 | | |0061 603E06100 16.000 LF | 65.00000 1040.00| 20.00000 320.00| 15" CONDUIT, TYPE C , 707.01 | | |0062 603E06700 63.000 LF | 50.00000 3150.00| 50.00000 3150.00| 15" CONDUIT, TYPE F , 707.05 TYPE C | | |0063 603E07600 8.000 LF | 90.00000 720.00| 22.00000 176.00| 18" CONDUIT, TYPE C , 706.02 | | |0064 603E09100 8.000 LF | 100.00000 800.00| 24.00000 192.00| 21" CONDUIT, TYPE C , 707.01 | | |0065 603E10600 8.000 LF | 110.00000 880.00| 25.00000 200.00| 24" CONDUIT, TYPE C , 706.02 | | |0066 604E01601 6.000 EACH| 2000.00000 12000.00| 2200.00000 13200.00| CATCH BASIN, NO. 5, AS PER PLAN | | |0067 604E02801 2.000 EACH| 2300.00000 4600.00| 2200.00000 4400.00| CATCH BASIN, NO. 8, AS PER PLAN | | |0068 604E09000 2.000 EACH| 500.00000 1000.00| 350.00000 700.00| CATCH BASIN ADJUSTED TO GRADE | | |

0069 604E09501 17.000 EACH| 2200.00000 37400.00| 1600.00000 27200.00| CATCH BASIN RECONSTRUCTED TO GRADE, AS | | | PER PLAN | | |0070 604E14602 2.000 EACH| 4500.00000 9000.00| 3500.00000 7000.00| INLET, NO. 3B50 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -39 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0071 604E14603 2.000 EACH| 5000.00000 10000.00| 3500.00000 7000.00| INLET, NO. 3B50, AS PER PLAN | | |0072 604E20601 54.000 EACH| 350.00000 18900.00| 350.00000 18900.00| INLET ADJUSTED TO GRADE, AS PER PLAN | | |0073 604E36600 47.000 EACH| 350.00000 16450.00| 60.00000 2820.00| SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | |0074 604E50000 5000.000 LB | 0.76000 3800.00| 2.00000 10000.00| SPECIAL - MISCELLANEOUS METAL | | |0075 605E05100 45635.000 LF | 5.00000 228175.00| 6.00000 273810.00| 4" SHALLOW PIPE UNDERDRAIN | | |0076 605E98300 35.000 EACH| 750.00000 26250.00| 80.00000 2800.00| UNDERDRAIN, MISC.: UNDERDRAIN OUTLET | | |0077 690E99100 74.000 STA | 250.00000 18500.00| 25.00000 1850.00| SPECIAL - MISC.: DITCH RESTORATION, | | | TYPE I | | |0078 690E99100 56.000 STA | 1000.00000 56000.00| 150.00000 8400.00|

SPECIAL - MISC.: DITCH RESTORATION, | | | TYPE II | | |0079 690E99100 6.000 STA | 2200.00000 13200.00| 1500.00000 9000.00| SPECIAL - MISC.: DITCH RESTORATION, | | | TYPE III | | | SECTION TOTALS | $ 505,843.00| $ 429,668.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |0080 251E01001 800.000 SY | 30.00000 24000.00| 62.00000 49600.00| PARTIAL DEPTH PAVEMENT REPAIR, AS PER | | | PLAN | | |0081 252E01000 2100.000 SY | 55.00000 115500.00| 38.00000 79800.00| FULL DEPTH RIGID PAVEMENT REMOVAL AND | | | FLEXIBLE REPLACEMENT | | |0082 252E01500 6800.000 LF | 4.00000 27200.00| 2.25000 15300.00| FULL DEPTH PAVEMENT SAWING | | |0083 254E01001 150.000 SY | 15.00000 2250.00| 15.00000 2250.00| PAVEMENT PLANING, BITUMINOUS, AS PER | | | PLAN | | |0084 255E10000 10300.000 SY | 75.00000 772500.00| 69.00000 710700.00| FULL DEPTH PAVEMENT REMOVAL AND RIGID | | | REPLACEMENT, CLASS C | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -40 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

------------------------------------------+----------------------------+----------------------------+-------------------------------0085 255E20000 43900.000 LF | 4.00000 175600.00| 2.25000 98775.00| FULL DEPTH PAVEMENT SAWING | | |0086 301E10002 51.000 CY | 200.00000 10200.00| 200.00000 10200.00| BITUMINOUS AGGREGATE BASE, AC-20 | | |0087 304E20001 3775.000 CY | 25.00000 94375.00| 28.00000 105700.00| AGGREGATE BASE, AS PER PLAN | | |0088 305E13001 13316.000 SY | 31.00000 412796.00| 30.00000 399480.00| 9" CONCRETE BASE, AS PER PLAN | | |0089 305E14001 30025.000 SY | 35.00000 1050875.00| 48.00000 1441200.00| 10" CONCRETE BASE, AS PER PLAN | | |0090 407E10000 43714.000 GAL | 1.00000 43714.00| 0.75000 32785.50| TACK COAT | | |0091 413E14000 230000.000 LF | 1.80000 414000.00| 1.50000 345000.00| SAWING AND SEALING ASPHALT CONCRETE | | | PAVEMENT JOINTS | | |0092 446E01200 29300.000 CY | 55.00000 1611500.00| 68.00000 1992400.00| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 2, AC-20 | | |0093 446E19000 10217.000 CY | 80.00000 817360.00| 95.00000 970615.00| SPECIAL - ASPHALT CONCRETE WITH SBS | | | POLYMER, SURFACE COURSE, TYPE 1 | | |0094 448E14101 1004.000 CY | 115.00000 115460.00| 120.00000 120480.00| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1 (UNDER GUARDRAIL), AS PER PLAN | | |0096 451E32000 2341.000 LF | 32.00000 74912.00| 32.00000 74912.00| SPECIAL - PRESSURE RELIEF JOINT, TYPE C | | |0097 512E67504 600.000 SY | 10.00000 6000.00| 6.00000 3600.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0098 609E26000 310.000 LF | 15.00000 4650.00| 20.00000 6200.00| CURB, TYPE 6 | | |0099 609E26001 54.000 LF | 15.00000 810.00| 24.00000 1296.00| CURB, TYPE 6, AS PER PLAN | | |0100 611E25001 6714.000 SY | 115.00000 772110.00| 144.00000 966816.00| REINFORCED CONCRETE APPROACH SLAB | | | (T=15"), AS PER PLAN | | |0101 615E10000 LUMP| 100000.00000 100000.00| 15000.00000 15000.00| TEMPORARY ROAD | | |0102 615E10001 LUMP| 2000.00000 2000.00| 250.00000 250.00| TEMPORARY ROAD, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :



SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0103 615E20000 2625.000 SY | 27.00000 70875.00| 30.00000 78750.00| TEMPORARY PAVEMENT, CLASS A | | |0104 615E20001 21.000 SY | 40.00000 840.00| 120.00000 2520.00| TEMPORARY PAVEMENT, CLASS A, AS PER PLAN| | |0105 617E10100 600.000 CY | 32.00000 19200.00| 55.00000 33000.00| COMPACTED AGGREGATE, TYPE A | | |0106 617E25000 3.000 MGAL| 200.00000 600.00| 10.00000 30.00| WATER | | | SECTION TOTALS | $ 6,739,327.00| $ 7,556,659.50|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 LIGHTING | | |0107 202E75400 4.000 EACH| 125.00000 500.00| 100.00000 400.00| LIGHT POLE REMOVED | | |0108 603E00400 200.000 LF | 7.00000 1400.00| 2.00000 400.00| 4" CONDUIT, TYPE E | | |0109 625E00500 18.000 EACH| 45.00000 810.00| 50.00000 900.00| CONNECTOR KIT, TYPE II | | |0110 625E00600 18.000 EACH| 45.00000 810.00| 50.00000 900.00| CONNECTOR KIT, TYPE III | | |0111 625E01000 6.000 EACH| 75.00000 450.00| 50.00000 300.00| CONNECTOR KIT, TYPE VII A | | |0112 625E01004 16.000 EACH| 75.00000 1200.00| 50.00000 800.00|

CONNECTOR KIT, TYPE VII B | | |0113 625E01500 20.000 EACH| 75.00000 1500.00| 50.00000 1000.00| CABLE SPLICING KIT | | |0114 625E15700 1.000 EACH| 7000.00000 7000.00| 8000.00000 8000.00| LIGHT TOWER FOUNDATION, MISC. MEDIAN | | | MOUNTED, 36" X 25' DEEP, AS PER PLAN | | |0115 625E23200 1264.000 LF | 1.10000 1390.40| 2.00000 2528.00| NO. 4 AWG 5000 VOLT DISTRIBUTION CABLE | | |0116 625E23300 9962.000 LF | 1.10000 10958.20| 1.75000 17433.50| NO. 2 AWG 5000 VOLT DISTRIBUTION CABLE | | |0117 625E24100 1094.000 LF | 2.75000 3008.50| 2.50000 2735.00| 1-1/2" DUCT CABLE WITH TWO NO. 4 AWG | | | 5000 VOLT CABLES | | |0118 625E25400 2046.000 LF | 8.00000 16368.00| 6.00000 12276.00| CONDUIT, 2", 713.04 | | |0119 625E25500 20.000 LF | 40.00000 800.00| 12.00000 240.00| CONDUIT, 3", 713.04 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -42 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0120 625E29002 249.000 LF | 5.00000 1245.00| 5.00000 1245.00| TRENCH, 24" DEEP | | |0121 625E29910 14.000 EACH| 675.00000 9450.00| 800.00000 11200.00| TRANSITION JUNCTION BOX | | |0122 625E30500 12.000 EACH| 450.00000 5400.00| 350.00000 4200.00|

PULL BOX, 713.09, 18" | | |0123 625E31500 7.000 EACH| 950.00000 6650.00| 800.00000 5600.00| MEDIAN PULL BOX | | |0124 625E32000 5.000 EACH| 100.00000 500.00| 150.00000 750.00| GROUND ROD | | |0125 625E33000 9.000 EACH| 1000.00000 9000.00| 1200.00000 10800.00| STRUCTURE GROUNDING SYSTEM | | |0126 625E35000 1.000 EACH| 875.00000 875.00| 900.00000 900.00| REERECT EXISTING LIGHT POLE | | |0127 625E35094 2.000 EACH| 75.00000 150.00| 100.00000 200.00| LUMINAIRE REMOVED FOR REUSE | | |0128 625E35100 2.000 EACH| 125.00000 250.00| 75.00000 150.00| REERECT EXISTING LUMINAIRE | | |0129 625E40000 LUMP| 16000.00000 16000.00| 50000.00000 50000.00| SPECIAL - MAINTAIN EXISTING LIGHTING | | |0130 625E40020 32.000 EACH| 125.00000 4000.00| 100.00000 3200.00| SPECIAL - DISCONNECT EXISTING CIRCUIT | | |0131 625E60010 1.000 EACH| 125.00000 125.00| 900.00000 900.00| LIGHT POLE REMOVED FOR REERECTION | | | SECTION TOTALS | $ 99,840.10| $ 137,057.50|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 TRAFFIC CONTROL | | |0132 202E54100 1295.000 EACH| 10.00000 12950.00| 5.00000 6475.00| RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0133 603E00400 139.000 LF | 4.00000 556.00| 1.00000 139.00| 4" CONDUIT, TYPE E | | |0134 621E00100 1449.000 EACH| 24.00000 34776.00| 25.00000 36225.00| RAISED PAVEMENT MARKER | | |0135 625E25500 144.000 LF | 12.00000 1728.00| 10.00000 1440.00| CONDUIT, 3", 713.04 | | |0136 625E25900 76.000 LF | 26.00000 1976.00| 40.00000 3040.00| CONDUIT, JACKED OR DRILLED UNDER | | | PAVEMENT , SIZE: 3" | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -43 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970075 AWARDED VENDOR NUMBER : 34-4272670

CALL ORDER : 075 CONTRACT ID : CCUY8195 COUNTIES : CUYAHOGA LETTING DATE : 02/26/97 10:00 A.M. DISTRICT : 09

SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0137 625E29000 86.000 LF | 5.00000 430.00| 5.00000 430.00| TRENCH | | |0138 625E29600 60.000 LF | 26.00000 1560.00| 25.00000 1500.00| TRENCH IN PAVED AREA, TYPE B | | |0139 625E30700 2.000 EACH| 450.00000 900.00| 600.00000 1200.00| PULL BOX, 713.08, 18" | | |0140 625E31500 1.000 EACH| 500.00000 500.00| 900.00000 900.00| MEDIAN PULL BOX | | |0141 625E32000 21.000 EACH| 150.00000 3150.00| 130.00000 2730.00| GROUND ROD | | |0142 630E00000 87.500 CY | 650.00000 56875.00| 600.00000 52500.00| CONCRETE FOR ANCHOR BASE FOUNDATION | | |0143 630E00001 15.200 CY | 750.00000 11400.00| 350.00000 5320.00| CONCRETE FOR ANCHOR BASE FOUNDATION, AS | | | PER PLAN | | |0144 630E00100 31.700 CY | 350.00000 11095.00| 80.00000 2536.00| CONCRETE FOR EMBEDDED FOUNDATION | | |0145 630E03100 758.000 LF | 5.00000 3790.00| 6.00000 4548.00| GROUND MOUNTED SUPPORT, NO. 3 POST | | |0146 630E04100 565.000 LF | 6.00000 3390.00| 8.00000 4520.00| GROUND MOUNTED SUPPORT, NO. 4 POST | | |0147 630E06400 163.000 LF | 8.00000 1304.00| 20.00000 3260.00| GROUND MOUNTED SUPPORT, S4X7.7 BEAM | | |0148 630E06500 353.000 LF | 10.00000 3530.00| 20.00000 7060.00| GROUND MOUNTED SUPPORT, W6X9 BEAM | | |0149 630E07500 167.000 LF | 17.00000 2839.00| 25.00000 4175.00| GROUND MOUNTED SUPPORT, W10X22 BEAM | | |0150 630E07600 124.000 LF | 10.00000 1240.00| 20.00000 2480.00| GROUND MOUNTED SUPPORT, W10X12 BEAM | | |0151 630E08000 171.000 LF | 20.00000 3420.00| 25.00000 4275.00|

GROUND MOUNTED SUPPORT, W12X30 BEAM | | |0152 630E08100 60.000 LF | 7.00000 420.00| 15.00000 900.00| ONE WAY SUPPORT, NO. 4 POST | | |0153 630E09000 29.000 EACH| 160.00000 4640.00| 120.00000 3480.00| BREAKAWAY BEAM CONNECTION | | |0154 630E09100 6.000 EACH| 2500.00000 15000.00| 250.00000 1500.00| SURFACE PREPARATION, EXISTING SUPPORT | | | SECTION | | |0155 630E09102 40.000 EACH| 180.00000 7200.00| 180.00000 7200.00| SURFACE PREPARATION, NEW SUPPORT SECTION| | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -44 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0156 630E09104 46.000 EACH| 180.00000 8280.00| 180.00000 8280.00| COATING, EPOXY PRIME COAT, SUPPORT | | | SECTION | | |0157 630E09106 46.000 EACH| 180.00000 8280.00| 180.00000 8280.00| COATING, EPOXY INTERMEDIATE COAT, | | | SUPPORT SECTION | | |0158 630E09108 46.000 EACH| 180.00000 8280.00| 180.00000 8280.00| COATING, URETHANE TOP COAT, SUPPORT | | | SECTION | | |0159 630E20800 1.000 EACH| 9000.00000 9000.00| 8400.00000 8400.00| OVERHEAD SIGN SUPPORT, TYPE TC-12.30, | | | DESIGN 8 , 28' ARMS | | |

0160 630E20800 2.000 EACH| 9500.00000 19000.00| 8400.00000 16800.00| OVERHEAD SIGN SUPPORT, TYPE TC-12.30, | | | DESIGN 8 , 29' ARMS | | |0161 630E20800 7.000 EACH| 9000.00000 63000.00| 8400.00000 58800.00| OVERHEAD SIGN SUPPORT, TYPE TC-12.30, | | | DESIGN 8 , 30' ARMS | | |0162 630E21000 3.000 EACH| 15000.00000 45000.00| 9000.00000 27000.00| OVERHEAD SIGN SUPPORT, TYPE TC-12.30, | | | DESIGN 10 , 30' ARMS | | |0163 630E21200 3.000 EACH| 16000.00000 48000.00| 10000.00000 30000.00| OVERHEAD SIGN SUPPORT, TYPE TC-12.30, | | | DESIGN 12 , 30' ARMS | | |0164 630E21200 1.000 EACH| 16000.00000 16000.00| 10000.00000 10000.00| OVERHEAD SIGN SUPPORT, TYPE TC-12.30, | | | DESIGN 12 , 31' ARMS | | |0165 630E47000 1.000 EACH| 19000.00000 19000.00| 20000.00000 20000.00| OVERHEAD SIGN SUPPORT, TYPE TC-7.65, | | | DESIGN 8 , 73' | | |0166 630E69000 1.000 EACH| 25000.00000 25000.00| 20000.00000 20000.00| OVERHEAD SIGN SUPPORT, TYPE TC-15.115 , | | | 91' | | |0167 630E75000 13.000 EACH| 375.00000 4875.00| 200.00000 2600.00| SIGN ATTACHMENT ASSEMBLY | | |0168 630E75106 9.000 EACH| 350.00000 3150.00| 300.00000 2700.00| LUMINAIRE SUPPORT ASSEMBLY, TYPE | | | TC-31.21 | | |0169 630E79501 14.000 EACH| 100.00000 1400.00| 150.00000 2100.00| SIGN SUPPORT ASSEMBLY, POLE MOUNTED, AS | | | PER PLAN A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -45 TABULATION OF BIDS


SET-ASIDE :

====================================================================================================================================

|(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0170 630E79501 5.000 EACH| 475.00000 2375.00| 350.00000 1750.00| SIGN SUPPORT ASSEMBLY, POLE MOUNTED, AS | | | PER PLAN B | | |0171 630E79600 1.000 EACH| 650.00000 650.00| 400.00000 400.00| SIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED | | |0172 630E80102 847.000 SF | 10.00000 8470.00| 16.00000 13552.00| SIGN, FLAT SHEET, TYPE G | | |0173 630E80103 16.000 SF | 15.00000 240.00| 15.00000 240.00| SIGN, FLAT SHEET, TYPE G, AS PER PLAN | | |0174 630E80204 3479.000 SF | 16.00000 55664.00| 16.00000 55664.00| SIGN, EXTRUSHEET, TYPE G | | |0175 630E82000 2.000 EACH| 150.00000 300.00| 100.00000 200.00| SIGN BACKING ASSEMBLY | | |0176 630E82500 5.000 EACH| 250.00000 1250.00| 350.00000 1750.00| EXISTING SIGN REVISED WITH DEMOUNTABLE | | | COPY | | |0177 630E84900 117.000 EACH| 10.00000 1170.00| 20.00000 2340.00| REMOVAL OF GROUND MOUNTED SIGN AND | | | DISPOSAL | | |0178 630E85400 16.000 EACH| 100.00000 1600.00| 200.00000 3200.00| REMOVAL OF GROUND MOUNTED MAJOR SIGN | | | AND DISPOSAL | | |0179 630E86002 89.000 EACH| 15.00000 1335.00| 25.00000 2225.00| REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND DISPOSAL | | |0180 630E86102 48.000 EACH| 100.00000 4800.00| 80.00000 3840.00| REMOVAL OF GROUND MOUNTED BEAM SUPPORT | | | AND DISPOSAL | | |0181 630E86320 5.000 EACH| 1900.00000 9500.00| 1500.00000 7500.00| REMOVAL OF STRUCTURE MOUNTED SIGN AND | | | REERECTION , AS PER PLAN | | |0182 630E87100 11.000 EACH| 250.00000 2750.00| 600.00000 6600.00| REMOVAL OF OVERHEAD MOUNTED SIGN AND | | | REERECTION | | |0183 630E87101 6.000 EACH| 500.00000 3000.00| 180.00000 1080.00| REMOVAL OF OVERHEAD MOUNTED SIGN AND | | | REERECTION, AS PER PLAN | | |

0184 630E87400 23.000 EACH| 100.00000 2300.00| 150.00000 3450.00| REMOVAL OF OVERHEAD MOUNTED SIGN AND | | | DISPOSAL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -46 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0185 630E89702 16.000 EACH| 500.00000 8000.00| 1000.00000 16000.00| REMOVAL OF OVERHEAD SIGN SUPPORT AND | | | DISPOSAL | | |0186 631E84000 10.000 EACH| 350.00000 3500.00| 200.00000 2000.00| SIGN SERVICE | | |0187 631E84300 16.000 EACH| 400.00000 6400.00| 400.00000 6400.00| SIGN WIRED | | |0188 631E85100 10.000 EACH| 650.00000 6500.00| 600.00000 6000.00| DISCONNECT SWITCH WITH ENCLOSURE, TYPE X| | |0189 631E87202 22.000 EACH| 300.00000 6600.00| 75.00000 1650.00| BALLAST, TYPE CMRI-175-480, INTEGRAL | | |0190 631E89200 22.000 EACH| 300.00000 6600.00| 250.00000 5500.00| MERCURY VAPOR LUMINAIRE, TYPE TC-31.21 | | | WITH 175 WATT LAMP | | |0191 631E94100 9.000 EACH| 120.00000 1080.00| 150.00000 1350.00| REMOVAL OF LUMINAIRE AND REERECTION | | |0192 631E94200 34.000 EACH| 60.00000 2040.00| 40.00000 1360.00| REMOVAL OF LUMINAIRE AND DISPOSAL | | |0193 631E94304 9.000 EACH| 75.00000 675.00| 25.00000 225.00|

REMOVAL OF DISCONNECT SWITCH AND | | | DISPOSAL | | |0194 631E94402 9.000 EACH| 125.00000 1125.00| 25.00000 225.00| REMOVAL OF BALLAST AND REERECTION | | |0195 631E94404 34.000 EACH| 40.00000 1360.00| 25.00000 850.00| REMOVAL OF BALLAST AND DISPOSAL | | |0196 632E27500 820.000 LF | 4.00000 3280.00| 5.00000 4100.00| LOOP DETECTOR PAVEMENT CUTTING | | |0197 632E64900 2125.000 LF | 1.40000 2975.00| 1.25000 2656.25| LOOP DETECTOR WIRE, TYPE E | | |0198 632E65200 3700.000 LF | 1.00000 3700.00| 1.50000 5550.00| LOOP DETECTOR LEAD-IN CABLE | | |0199 632E72000 1.840 CY | 750.00000 1380.00| 400.00000 736.00| CONCRETE FOR ANCHOR BASE FOUNDATION | | |0200 632E89800 2.000 EACH| 275.00000 550.00| 400.00000 800.00| PEDESTAL, 3', TRANSFORMER BASE | | |0201 632E90400 6.000 EACH| 975.00000 5850.00| 1700.00000 10200.00| SIGNALIZATION, MISC.: PIEZOCABLE CLASS | | | II AXLE SENSOR | | |0202 633E65001 2.000 EACH| 990.00000 1980.00| 1500.00000 3000.00| CABINET WITHOUT CONTROLLER, AS PER PLAN | | | , PREWIRED, PEDESTAL MOUNTING, TYPE G | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -47 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------

0203 644E00100 23.660 MILE| 1800.00000 42588.00| 1700.00000 40222.00| EDGE LINE | | |0204 644E00200 17.840 MILE| 800.00000 14272.00| 700.00000 12488.00| LANE LINE | | |0205 644E00400 8499.000 LF | 0.95000 8074.05| 1.00000 8499.00| CHANNELIZING LINE | | |0206 644E00401 2340.000 LF | 0.95000 2223.00| 1.00000 2340.00| CHANNELIZING LINE, AS PER PLAN | | |0207 644E00500 50.000 LF | 4.80000 240.00| 5.00000 250.00| STOP LINE | | |0208 644E00600 137.000 LF | 2.40000 328.80| 2.00000 274.00| CROSSWALK LINE | | |0209 644E00700 1480.000 LF | 4.40000 6512.00| 5.00000 7400.00| TRANSVERSE LINE | | |0210 644E01300 4.000 EACH| 95.00000 380.00| 100.00000 400.00| LANE ARROW | | |0211 644E01400 2.000 EACH| 125.00000 250.00| 100.00000 200.00| WORD ON PAVEMENT, 72" | | |0212 802E00100 300.000 EACH| 2.95000 885.00| 3.00000 900.00| BARRIER REFLECTOR, TYPE A | | |0213 802E00200 450.000 EACH| 2.95000 1327.50| 3.00000 1350.00| BARRIER REFLECTOR, TYPE B | | | SECTION TOTALS | $ 699,013.35| $ 627,789.25|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0214 202E23500 700.000 SY | 15.00000 10500.00| 12.00000 8400.00| WEARING COURSE REMOVED | | |0215 404E35000 24.000 CY | 500.00000 12000.00| 250.00000 6000.00| BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | |0216 614E11100 1200.000 HOUR| 35.00000 42000.00| 30.00000 36000.00| LAW ENFORCEMENT OFFICER WITH PATROL CAR | | |0217 614E12350 3.000 EACH| 14000.00000 42000.00| 12000.00000 36000.00| TEMPORARY IMPACT ATTENUATOR (G.R.E.A.T. | | | TYPE) MODEL NO. 200200NF6GCZ | | |0218 614E12360 3.000 EACH| 3200.00000 9600.00| 3000.00000 9000.00| TEMPORARY IMPACT ATTENUATOR | | | (REPLACEMENT) G.R.E.A.T. TYPE, MODEL NO.| | | 200200NF6GCZ | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97

PAGE :075 -48 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0219 614E12470 63.000 EACH| 120.00000 7560.00| 50.00000 3150.00| WORK ZONE SPEED LIMIT SIGN | | |0220 614E12500 250.000 SF | 6.50000 1625.00| 12.00000 3000.00| SPECIAL - REPLACEMENT SIGN | | |0221 614E12600 500.000 EACH| 30.00000 15000.00| 50.00000 25000.00| SPECIAL - REPLACEMENT DRUM | | |0222 614E12710 50.000 EACH| 50.00000 2500.00| 100.00000 5000.00| SPECIAL - WRECKER SERVICE (AUTO) | | |0223 614E12710 30.000 EACH| 100.00000 3000.00| 150.00000 4500.00| SPECIAL - WRECKER SERVICE (COMMERCIAL) | | |0224 614E12760 3.000 EACH| 7600.00000 22800.00| 2000.00000 6000.00| SPECIAL - FLASHING ARROW PANEL | | |0225 614E13200 1552.000 EACH| 3.00000 4656.00| 4.00000 6208.00| BARRIER REFLECTOR, TYPE A | | |0226 614E13300 3943.000 EACH| 3.00000 11829.00| 3.00000 11829.00| BARRIER REFLECTOR, TYPE B | | |0227 614E13350 958.000 EACH| 7.25000 6945.50| 7.00000 6706.00| OBJECT MARKER | | |0228 614E18600 48.000 SNMT| 700.00000 33600.00| 1800.00000 86400.00| PORTABLE CHANGEABLE MESSAGE SIGN | | |0229 614E20100 15.780 MILE| 350.00000 5523.00| 350.00000 5523.00| TEMPORARY LANE LINE, CLASS I, 642 PAINT | | |0230 614E20300 1.350 MILE| 1800.00000 2430.00| 2000.00000 2700.00| TEMPORARY LANE LINE, CLASS I, 740.05, | | | TYPE C | | |

0231 614E20400 53.240 MILE| 350.00000 18634.00| 350.00000 18634.00| TEMPORARY LANE LINE, CLASS II | | |0232 614E22000 69.990 MILE| 380.00000 26596.20| 600.00000 41994.00| TEMPORARY EDGE LINE, CLASS I | | |0233 614E22100 34.480 MILE| 500.00000 17240.00| 500.00000 17240.00| TEMPORARY EDGE LINE, CLASS I, 642 PAINT | | |0234 614E22300 5.470 MILE| 4900.00000 26803.00| 5000.00000 27350.00| TEMPORARY EDGE LINE, CLASS I, 740.05, | | | TYPE C | | |0235 614E23200 4746.000 LF | 0.25000 1186.50| 0.30000 1423.80| TEMPORARY CHANNELIZING LINE, CLASS I, | | | 642 PAINT | | |0236 614E23600 3880.000 LF | 1.90000 7372.00| 2.00000 7760.00| TEMPORARY CHANNELIZING LINE, CLASS I, | | | 740.05, TYPE C | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -49 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0237 614E24200 8673.000 LF | 0.50000 4336.50| 0.50000 4336.50| TEMPORARY DOTTED LINE, CLASS I, 642 | | | PAINT , 4" | | |0238 614E25600 100.000 LF | 2.10000 210.00| 3.00000 300.00| TEMPORARY TRANSVERSE LINE, CLASS I, | | | 740.05, TYPE C | | |0239 614E26000 150.000 LF | 2.00000 300.00| 3.00000 450.00|

TEMPORARY STOP LINE, CLASS I | | |0240 614E28000 32280.000 LF | 0.25000 8070.00| 0.25000 8070.00| TEMPORARY GORE MARKING, CLASS II | | |0241 622E40020 14815.000 LF | 15.00000 222225.00| 9.00000 133335.00| PORTABLE CONCRETE BARRIER, 32" | | |0242 622E40040 6148.000 LF | 13.55000 83305.40| 13.00000 79924.00| PORTABLE CONCRETE BARRIER, 32", BRIDGE | | | MOUNTED | | |0243 630E80300 773.000 SF | 9.50000 7343.50| 10.00000 7730.00| SIGN, TEMPORARY OVERLAY | | |0244 630E97800 750.000 SF | 26.00000 19500.00| 20.00000 15000.00| SIGNING, MISC.: ADDITIONAL SIGNS, | | | GROUND MOUNTED, AS DIRECTED BY THE | | | ENGINEER | | |0245 644E30000 12748.000 LF | 0.30000 3824.40| 0.50000 6374.00| REMOVAL OF PAVEMENT MARKING | | | SECTION TOTALS | $ 680,515.00| $ 631,337.30|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 STRUCTURES OVER 20 FOOT SPAN BRIDGE NO. CUY-71-0579 L&R | | |0246 202E11203 LUMP| 120000.00000 120000.00| 287000.00000 287000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0247 503E21100 342.000 CY | 45.00000 15390.00| 48.00000 16416.00| UNCLASSIFIED EXCAVATION | | |0248 503E21101 2.000 CY | 45.00000 90.00| 90.00000 180.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0249 505E11100 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| PILE DRIVING EQUIPMENT MOBILIZATION | | |0250 507E21100 1100.000 LF | 30.00000 33000.00| 23.45000 25795.00| 12" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -50 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0251 509E15840 272859.000 LB | 0.50000 136429.50| 0.70000 191001.30| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0252 510E11101 883.000 EACH| 12.00000 10596.00| 8.50000 7505.50| DOWEL HOLE, AS PER PLAN | | |0253 511E48000 685.000 CY | 500.00000 342500.00| 392.00000 268520.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0254 511E48020 82.000 CY | 525.00000 43050.00| 350.00000 28700.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0255 511E48040 243.000 CY | 500.00000 121500.00| 469.00000 113967.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0256 511E49000 LUMP| 1000.00000 1000.00| 500.00000 500.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0257 512E67504 720.000 SY | 6.50000 4680.00| 5.00000 3600.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0258 512E67510 786.000 SY | 7.00000 5502.00| 9.00000 7074.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0259 512E67520 144.000 SY | 7.00000 1008.00| 5.00000 720.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0260 513E11400 97775.000 LB | 1.00000 97775.00| 1.49000 145684.75| STRUCTURAL STEEL, A572-50 AISC CATEGORY | | | I | | |0261 513E16600 LUMP| 30000.00000 30000.00| 23752.00000 23752.00| STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0262 513E20000 9843.000 EACH| 1.75000 17225.25| 1.70000 16733.10| WELDED STUD SHEAR CONNECTOR | | |

0263 514E00610 97775.000 LB | 0.30000 29332.50| 0.12000 11733.00| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0264 516E11210 295.000 LF | 225.00000 66375.00| 250.00000 73750.00| STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0265 516E46900 8.000 EACH| 1000.00000 8000.00| 810.00000 6480.00| BEARING DEVICE, MISC.: AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -51 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0266 518E21201 186.000 CY | 60.00000 11160.00| 35.00000 6510.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0267 518E40001 320.000 LF | 15.00000 4800.00| 5.00000 1600.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0268 518E40011 170.000 LF | 15.00000 2550.00| 5.00000 850.00| 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0269 518E62200 21.000 EACH| 30.00000 630.00| 50.00000 1050.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0270 519E11101 113.000 SF | 75.00000 8475.00| 45.00000 5085.00| PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0271 520E30000 400.000 SF | 40.00000 16000.00| 55.00000 22000.00|

SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0272 601E21001 2463.000 SY | 40.00000 98520.00| 55.00000 135465.00| CONCRETE SLOPE PROTECTION, AS PER PLAN | | | SECTION TOTALS | $ 1,235,588.25| $ 1,406,671.65|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0009 BRIDGE NO. CUY-71-0602 L&R | | |0273 202E11203 LUMP| 100000.00000 100000.00| 264000.00000 264000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0274 503E21100 380.000 CY | 50.00000 19000.00| 48.00000 18240.00| UNCLASSIFIED EXCAVATION | | |0275 503E21101 2.000 CY | 35.00000 70.00| 90.00000 180.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0276 505E11100 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| PILE DRIVING EQUIPMENT MOBILIZATION | | |0277 507E22200 1080.000 LF | 30.00000 32400.00| 23.45000 25326.00| 12" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | |0278 509E15840 205350.000 LB | 0.50000 102675.00| 0.70000 143745.00| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0279 510E11101 834.000 EACH| 12.00000 10008.00| 8.50000 7089.00| DOWEL HOLE, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -52 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE

AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0280 511E48000 595.000 CY | 550.00000 327250.00| 392.00000 233240.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0281 511E48020 82.000 CY | 550.00000 45100.00| 350.00000 28700.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0282 511E48040 265.000 CY | 350.00000 92750.00| 469.00000 124285.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0283 511E49000 LUMP| 1000.00000 1000.00| 500.00000 500.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0284 512E67504 1464.000 SY | 4.50000 6588.00| 5.00000 7320.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0285 512E67510 1062.000 SY | 4.50000 4779.00| 9.00000 9558.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0286 512E67520 227.000 SY | 7.00000 1589.00| 5.00000 1135.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0287 513E11100 71487.000 LB | 1.00000 71487.00| 1.68000 120098.16| STRUCTURAL STEEL, AISC CATEGORY I | | |0288 513E16600 LUMP| 75000.00000 75000.00| 71900.00000 71900.00| STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0289 513E20000 13584.000 EACH| 1.75000 23772.00| 1.60000 21734.40| WELDED STUD SHEAR CONNECTOR | | |0290 514E00610 71487.000 LB | 0.30000 21446.10| 0.12000 8578.44| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0291 516E11210 296.000 LF | 225.00000 66600.00| 260.00000 76960.00| STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0292 516E46900 10.000 EACH| 1000.00000 10000.00| 825.00000 8250.00| BEARING DEVICE, MISC.: BEARING DEVICE, | | | AS PER PLAN | | |0293 518E21201 164.000 CY | 75.00000 12300.00| 35.00000 5740.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :



SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0294 518E40001 283.000 LF | 15.00000 4245.00| 5.00000 1415.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0295 518E40011 345.000 LF | 15.00000 5175.00| 5.00000 1725.00| 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0296 518E62200 16.000 EACH| 30.00000 480.00| 50.00000 800.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0297 519E11101 90.000 SF | 75.00000 6750.00| 45.00000 4050.00| PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0298 520E30000 434.000 SF | 40.00000 17360.00| 55.00000 23870.00| SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0299 601E21001 1680.000 SY | 40.00000 67200.00| 55.00000 92400.00| CONCRETE SLOPE PROTECTION, AS PER PLAN | | | SECTION TOTALS | $ 1,135,024.10| $ 1,305,839.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0010 BRIDGE NO. CUY-71-0637 | | |0300 202E11203 LUMP| 142000.00000 142000.00| 430000.00000 430000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |

0302 503E21101 1.000 CY | 50.00000 50.00| 90.00000 90.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0303 509E15840 357589.000 LB | 0.50000 178794.50| 0.70000 250312.30| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0304 510E11101 72.000 EACH| 12.00000 864.00| 8.50000 612.00| DOWEL HOLE, AS PER PLAN | | |0305 511E48000 1062.000 CY | 550.00000 584100.00| 392.00000 416304.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0306 511E48020 130.000 CY | 550.00000 71500.00| 350.00000 45500.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0307 511E48040 60.000 CY | 400.00000 24000.00| 559.00000 33540.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0308 511E49010 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| SPECIAL - HIGH PERFORMANCE CONCRETE | | | TESTING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -54 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0309 512E67504 898.000 SY | 7.00000 6286.00| 5.00000 4490.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0310 512E67510 1308.000 SY | 6.00000 7848.00| 9.00000 11772.00|

SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0311 513E20000 11358.000 EACH| 1.75000 19876.50| 1.70000 19308.60| WELDED STUD SHEAR CONNECTOR | | |0312 516E11210 509.000 LF | 225.00000 114525.00| 260.00000 132340.00| STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0313 516E13600 25.000 SF | 20.00000 500.00| 2.00000 50.00| 1" PREFORMED EXPANSION JOINT FILLER | | |0314 518E21201 268.000 CY | 100.00000 26800.00| 35.00000 9380.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0315 518E40001 319.000 LF | 9.00000 2871.00| 5.00000 1595.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0316 518E40011 200.000 LF | 15.00000 3000.00| 5.00000 1000.00| 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0317 518E62200 33.000 EACH| 40.00000 1320.00| 50.00000 1650.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0318 519E11101 15.000 SF | 75.00000 1125.00| 75.00000 1125.00| PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0319 520E30000 3737.000 SF | 40.00000 149480.00| 55.00000 205535.00| SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0320 601E20501 200.000 CY | 90.00000 18000.00| 69.00000 13800.00| CRUSHED AGGREGATE SLOPE PROTECTION, AS | | | PER PLAN | | | SECTION TOTALS | $ 1,353,940.00| $ 1,581,403.90|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0011 BRIDGE NO. CUY-71-0668 | | |0321 202E11203 LUMP| 100000.00000 100000.00| 205000.00000 205000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -55 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0322 503E21101 1.000 CY | 45.00000 45.00| 90.00000 90.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0323 509E15840 172331.000 LB | 0.50000 86165.50| 0.70000 120631.70| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0324 510E11101 594.000 EACH| 12.00000 7128.00| 8.50000 5049.00| DOWEL HOLE, AS PER PLAN | | |0325 511E48000 514.000 CY | 550.00000 282700.00| 392.00000 201488.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0326 511E48020 78.000 CY | 550.00000 42900.00| 350.00000 27300.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0327 511E48040 70.000 CY | 450.00000 31500.00| 559.00000 39130.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0328 511E49000 LUMP| 1000.00000 1000.00| 500.00000 500.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0329 512E67504 538.000 SY | 7.00000 3766.00| 5.00000 2690.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0330 512E67510 723.000 SY | 7.00000 5061.00| 9.00000 6507.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0331 512E67520 156.000 SY | 7.00000 1092.00| 5.00000 780.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0332 513E11100 21140.000 LB | 1.00000 21140.00| 2.35000 49679.00| STRUCTURAL STEEL, AISC CATEGORY I | | |

0333 513E16600 LUMP| 50000.00000 50000.00| 38800.00000 38800.00| STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0334 514E00610 16732.000 LB | 0.30000 5019.60| 0.12000 2007.84| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0335 516E11210 232.000 LF | 225.00000 52200.00| 260.00000 60320.00| STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0336 516E13600 12.000 SF | 25.00000 300.00| 2.00000 24.00| 1" PREFORMED EXPANSION JOINT FILLER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -56 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0337 518E21201 113.000 CY | 80.00000 9040.00| 35.00000 3955.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0338 518E62200 16.000 EACH| 32.00000 512.00| 50.00000 800.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0339 519E11101 11.000 SF | 75.00000 825.00| 75.00000 825.00| PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0340 520E30000 240.000 SF | 40.00000 9600.00| 60.00000 14400.00| SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | | SECTION TOTALS | $ 709,994.10| $ 779,976.54|

------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0012 BRIDGE NO. CUY-71-0787 | | |0341 202E11203 LUMP| 60000.00000 60000.00| 108000.00000 108000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0342 503E21101 1.000 CY | 50.00000 50.00| 90.00000 90.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0343 509E15840 116210.000 LB | 0.50000 58105.00| 0.70000 81347.00| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0344 510E11101 296.000 EACH| 12.00000 3552.00| 8.50000 2516.00| DOWEL HOLE, AS PER PLAN | | |0345 511E48000 265.000 CY | 550.00000 145750.00| 392.00000 103880.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0346 511E48020 137.000 CY | 550.00000 75350.00| 335.00000 45895.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0347 511E48040 38.000 CY | 400.00000 15200.00| 559.00000 21242.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0348 511E49000 LUMP| 1000.00000 1000.00| 500.00000 500.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0349 512E67504 785.000 SY | 4.50000 3532.50| 5.00000 3925.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -57 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 |

|KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0350 512E67510 388.000 SY | 4.50000 1746.00| 9.00000 3492.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0351 512E67520 75.000 SY | 7.00000 525.00| 5.00000 375.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0352 513E11100 4316.000 LB | 1.00000 4316.00| 2.44000 10531.04| STRUCTURAL STEEL, AISC CATEGORY I | | |0353 513E20000 3900.000 EACH| 1.75000 6825.00| 1.60000 6240.00| WELDED STUD SHEAR CONNECTOR | | |0354 514E00610 4316.000 LB | 0.30000 1294.80| 0.12000 517.92| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0355 516E11210 90.000 LF | 225.00000 20250.00| 260.00000 23400.00| STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0356 518E21201 30.000 CY | 75.00000 2250.00| 35.00000 1050.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0357 518E40001 84.000 LF | 20.00000 1680.00| 5.00000 420.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0358 518E62100 48.000 LF | 40.00000 1920.00| 5.00000 240.00| STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | INCLUDING SPECIALS, AS PER PLAN | | |0359 518E62200 12.000 EACH| 30.00000 360.00| 50.00000 600.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0360 520E30000 338.000 SF | 40.00000 13520.00| 57.00000 19266.00| SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0361 601E21001 460.000 SY | 40.00000 18400.00| 55.00000 25300.00| CONCRETE SLOPE PROTECTION, AS PER PLAN | | |0362 607E39930 476.000 LF | 60.00000 28560.00| 60.00000 28560.00| SPECIAL - VANDAL PROTECTION FENCE, 12' | | | CURVED, COATED FABRIC | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :



SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 464,186.30| $ 487,386.96|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0013 BRIDGE NO. CUY-71-0835 | | |0363 202E11203 LUMP| 85000.00000 85000.00| 228000.00000 228000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0364 503E21101 1.000 CY | 45.00000 45.00| 90.00000 90.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0365 509E15840 174558.000 LB | 0.50000 87279.00| 0.70000 122190.60| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0366 510E11101 790.000 EACH| 12.00000 9480.00| 8.50000 6715.00| DOWEL HOLE, AS PER PLAN | | |0367 511E48000 520.000 CY | 550.00000 286000.00| 392.00000 203840.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0368 511E48020 78.000 CY | 550.00000 42900.00| 350.00000 27300.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0369 511E48040 26.000 CY | 500.00000 13000.00| 559.00000 14534.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0370 511E49000 LUMP| 1000.00000 1000.00| 500.00000 500.00|

SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0371 512E67504 546.000 SY | 7.00000 3822.00| 5.00000 2730.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0372 512E67510 629.000 SY | 7.00000 4403.00| 9.00000 5661.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0373 512E67520 130.000 SY | 7.00000 910.00| 5.00000 650.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0374 513E11100 10808.000 LB | 1.00000 10808.00| 2.30000 24858.40| STRUCTURAL STEEL, AISC CATEGORY I | | |0375 513E16600 LUMP| 75000.00000 75000.00| 72000.00000 72000.00| STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -59 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0376 513E20000 8022.000 EACH| 1.75000 14038.50| 1.60000 12835.20| WELDED STUD SHEAR CONNECTOR | | |0377 514E00610 10808.000 LB | 0.30000 3242.40| 0.12000 1296.96| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0378 516E11210 230.000 LF | 225.00000 51750.00| 260.00000 59800.00| STRUCTURAL EXPANSION JOINT INCLUDING | | |

ELASTOMERIC STRIP SEAL | | |0379 516E13600 14.000 SF | 25.00000 350.00| 2.00000 28.00| 1" PREFORMED EXPANSION JOINT FILLER | | |0380 518E21201 134.000 CY | 90.00000 12060.00| 35.00000 4690.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0381 518E40001 206.000 LF | 15.00000 3090.00| 5.00000 1030.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0382 518E62100 176.000 LF | 25.00000 4400.00| 5.00000 880.00| STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | INCLUDING SPECIALS, AS PER PLAN | | |0383 518E62200 16.000 EACH| 30.00000 480.00| 50.00000 800.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0384 519E11101 59.000 SF | 75.00000 4425.00| 65.00000 3835.00| PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0385 520E30000 283.000 SF | 40.00000 11320.00| 55.00000 15565.00| SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0386 601E21001 896.000 SY | 45.00000 40320.00| 55.00000 49280.00| CONCRETE SLOPE PROTECTION, AS PER PLAN | | | SECTION TOTALS | $ 765,122.90| $ 859,109.16|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0014 BRIDGE NO. CUY-71-0856 | | |0387 202E11203 LUMP| 95000.00000 95000.00| 222000.00000 222000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0388 503E21101 1.000 CY | 45.00000 45.00| 90.00000 90.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0389 509E15840 172963.000 LB | 0.50000 86481.50| 0.70000 121074.10| EPOXY COATED REINFORCING STEEL, GRADE 60| | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -60 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970075 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 075 CONTRACT ID : CCUY8195 COUNTIES : CUYAHOGA

LETTING DATE : 02/26/97 10:00 A.M. DISTRICT : 09

SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0390 510E11101 862.000 EACH| 12.00000 10344.00| 8.50000 7327.00| DOWEL HOLE, AS PER PLAN | | |0391 511E48000 490.000 CY | 550.00000 269500.00| 392.00000 192080.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0392 511E48020 64.000 CY | 550.00000 35200.00| 350.00000 22400.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0393 511E48040 50.000 CY | 500.00000 25000.00| 559.00000 27950.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0394 511E49000 LUMP| 1000.00000 1000.00| 500.00000 500.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0395 512E67504 442.000 SY | 7.00000 3094.00| 5.00000 2210.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0396 512E67510 766.000 SY | 4.50000 3447.00| 9.00000 6894.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0397 512E67520 160.000 SY | 7.00000 1120.00| 5.00000 800.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0398 513E11100 9173.000 LB | 1.00000 9173.00| 2.75000 25225.75| STRUCTURAL STEEL, AISC CATEGORY I | | |0399 513E20000 12654.000 EACH| 1.75000 22144.50| 1.60000 20246.40| WELDED STUD SHEAR CONNECTOR | | |0400 514E00610 9173.000 LB | 0.30000 2751.90| 0.12000 1100.76| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0401 516E11210 289.000 LF | 225.00000 65025.00| 260.00000 75140.00| STRUCTURAL EXPANSION JOINT INCLUDING | | |

ELASTOMERIC STRIP SEAL | | |0402 516E13600 12.000 SF | 25.00000 300.00| 2.00000 24.00| 1" PREFORMED EXPANSION JOINT FILLER | | |0403 518E21201 164.000 CY | 90.00000 14760.00| 35.00000 5740.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0404 518E40001 282.000 LF | 10.00000 2820.00| 5.00000 1410.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -61 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0405 518E62100 220.000 LF | 25.00000 5500.00| 5.00000 1100.00| STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | INCLUDING SPECIALS, AS PER PLAN | | |0406 518E62200 16.000 EACH| 30.00000 480.00| 50.00000 800.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0407 519E11101 12.000 SF | 75.00000 900.00| 80.00000 960.00| PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0408 519E11502 149.000 SF | 100.00000 14900.00| 47.00000 7003.00| SPECIAL - PATCHING CONCRETE STRUCTURE | | | WITH TROWELABLE MORTAR | | |0409 601E21001 1227.000 SY | 40.00000 49080.00| 55.00000 67485.00|

CONCRETE SLOPE PROTECTION, AS PER PLAN | | | SECTION TOTALS | $ 718,065.90| $ 809,560.01|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0015 BRIDGE NO. CUY-71-0884 | | |0410 202E11203 LUMP| 100000.00000 100000.00| 296000.00000 296000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0411 503E21101 1.000 CY | 45.00000 45.00| 90.00000 90.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0412 509E15840 236142.000 LB | 0.50000 118071.00| 0.70000 165299.40| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0413 510E11101 941.000 EACH| 12.00000 11292.00| 8.50000 7998.50| DOWEL HOLE, AS PER PLAN | | |0414 511E48000 720.000 CY | 550.00000 396000.00| 392.00000 282240.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0415 511E48020 88.000 CY | 550.00000 48400.00| 350.00000 30800.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0416 511E48040 62.000 CY | 500.00000 31000.00| 559.00000 34658.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0417 511E49000 LUMP| 1000.00000 1000.00| 500.00000 500.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -62 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |

LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0418 512E67504 612.000 SY | 7.00000 4284.00| 5.00000 3060.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0419 512E67510 726.000 SY | 7.00000 5082.00| 9.00000 6534.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0420 512E67520 128.000 SY | 7.00000 896.00| 5.00000 640.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0421 513E11100 14546.000 LB | 1.00000 14546.00| 2.74000 39856.04| STRUCTURAL STEEL, AISC CATEGORY I | | |0422 513E20000 9918.000 EACH| 1.75000 17356.50| 1.80000 17852.40| WELDED STUD SHEAR CONNECTOR | | |0423 514E00610 14566.000 LB | 0.30000 4369.80| 0.12000 1747.92| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0424 516E11210 280.000 LF | 225.00000 63000.00| 260.00000 72800.00| STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0425 516E13600 14.000 SF | 25.00000 350.00| 2.00000 28.00| 1" PREFORMED EXPANSION JOINT FILLER | | |0426 518E21201 184.000 CY | 100.00000 18400.00| 35.00000 6440.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0427 518E40001 266.000 LF | 15.00000 3990.00| 5.00000 1330.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0428 518E62100 231.000 LF | 25.00000 5775.00| 5.00000 1155.00| STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | INCLUDING SPECIALS, AS PER PLAN | | |0429 518E62200 21.000 EACH| 30.00000 630.00| 50.00000 1050.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0430 519E11101 463.000 SF | 75.00000 34725.00| 45.00000 20835.00| PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0431 520E30000 1000.000 SF | 40.00000 40000.00| 50.00000 50000.00| SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0432 601E21001 1123.000 SY | 40.00000 44920.00| 55.00000 61765.00|

CONCRETE SLOPE PROTECTION, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -63 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 964,132.30| $ 1,102,679.26|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0016 BRIDGE NO. CUY-71-0913 | | |0433 202E11203 LUMP| 100000.00000 100000.00| 333000.00000 333000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0435 503E21101 1.000 CY | 45.00000 45.00| 90.00000 90.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0436 509E15840 287091.000 LB | 0.50000 143545.50| 0.70000 200963.70| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0437 510E11101 894.000 EACH| 12.00000 10728.00| 8.50000 7599.00| DOWEL HOLE, AS PER PLAN | | |0438 511E48000 844.000 CY | 550.00000 464200.00| 392.00000 330848.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0439 511E48020 119.000 CY | 550.00000 65450.00| 350.00000 41650.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0440 511E48040 118.000 CY | 450.00000 53100.00| 559.00000 65962.00|

SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0441 511E49000 LUMP| 1000.00000 1000.00| 500.00000 500.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0442 512E67504 751.000 SY | 7.00000 5257.00| 5.00000 3755.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0443 512E67510 451.000 SY | 4.50000 2029.50| 9.00000 4059.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0444 513E11100 50060.000 LB | 1.00000 50060.00| 2.00000 100120.00| STRUCTURAL STEEL, AISC CATEGORY I | | |0445 513E16600 LUMP| 65000.00000 65000.00| 58500.00000 58500.00| STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0446 513E20000 11055.000 EACH| 1.75000 19346.25| 1.80000 19899.00| WELDED STUD SHEAR CONNECTOR | | |0447 514E00610 50060.000 LB | 0.30000 15018.00| 0.12000 6007.20| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -64 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0448 516E11210 377.000 LF | 225.00000 84825.00| 260.00000 98020.00| STRUCTURAL EXPANSION JOINT INCLUDING | | |

ELASTOMERIC STRIP SEAL | | |0449 516E13600 18.000 SF | 25.00000 450.00| 2.00000 36.00| 1" PREFORMED EXPANSION JOINT FILLER | | |0450 518E21201 278.000 CY | 90.00000 25020.00| 35.00000 9730.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0451 518E40001 431.000 LF | 16.00000 6896.00| 5.00000 2155.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0452 518E40011 240.000 LF | 15.00000 3600.00| 5.00000 1200.00| 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0453 518E62200 26.000 EACH| 30.00000 780.00| 50.00000 1300.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0454 519E11502 74.000 SF | 100.00000 7400.00| 75.00000 5550.00| SPECIAL - PATCHING CONCRETE STRUCTURE | | | WITH TROWELABLE MORTAR | | |0455 601E20500 787.000 CY | 90.00000 70830.00| 69.00000 54303.00| CRUSHED AGGREGATE SLOPE PROTECTION | | | SECTION TOTALS | $ 1,194,580.25| $ 1,345,246.90|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0017 BRIDGE NO. CUY-71-0923 | | |0456 202E11203 LUMP| 100000.00000 100000.00| 243000.00000 243000.00| PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0457 503E21101 1.000 CY | 45.00000 45.00| 90.00000 90.00| UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0458 509E15840 249720.000 LB | 0.50000 124860.00| 0.70000 174804.00| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0459 510E11101 358.000 EACH| 12.00000 4296.00| 8.50000 3043.00| DOWEL HOLE, AS PER PLAN | | |0460 511E48000 622.000 CY | 550.00000 342100.00| 392.00000 243824.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0461 511E48020 78.000 CY | 550.00000 42900.00| 350.00000 27300.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :

075 -65 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0462 511E48040 54.000 CY | 500.00000 27000.00| 559.00000 30186.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0463 511E49010 LUMP| 1000.00000 1000.00| 500.00000 500.00| SPECIAL - HIGH PERFORMANCE CONCRETE | | | TESTING | | |0464 512E67504 542.000 SY | 7.00000 3794.00| 5.00000 2710.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (NON-EPOXY) | | |0465 512E67510 812.000 SY | 4.50000 3654.00| 9.00000 7308.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0466 512E67520 177.000 SY | 4.50000 796.50| 5.00000 885.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | WITH TINTED SILANE | | |0467 513E11100 13008.000 LB | 1.00000 13008.00| 2.24000 29137.92| STRUCTURAL STEEL, AISC CATEGORY I | | |0468 513E16600 LUMP| 75000.00000 75000.00| 80000.00000 80000.00| STRUCTURAL STEEL, MISC.: TEMPORARY | | | SUPPORT | | |0469 513E20000 10944.000 EACH| 1.75000 19152.00| 1.70000 18604.80| WELDED STUD SHEAR CONNECTOR | | |0470 514E00610 13008.000 LB | 0.30000 3902.40| 0.12000 1560.96| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0471 516E11210 270.000 LF | 225.00000 60750.00| 260.00000 70200.00| STRUCTURAL EXPANSION JOINT INCLUDING | | |

ELASTOMERIC STRIP SEAL | | |0472 516E13600 14.000 SF | 25.00000 350.00| 2.00000 28.00| 1" PREFORMED EXPANSION JOINT FILLER | | |0473 518E21201 150.000 CY | 90.00000 13500.00| 35.00000 5250.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0474 518E40001 264.000 LF | 10.00000 2640.00| 5.00000 1320.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0475 518E62100 220.000 LF | 25.00000 5500.00| 5.00000 1100.00| STRUCTURE DRAINAGE, MISC.: 4" | | | NON-PERFORATED CORRUGATED PLASTIC PIPE, | | | WITH SPECIALS, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -66 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0476 518E62200 20.000 EACH| 30.00000 600.00| 50.00000 1000.00| STRUCTURE DRAINAGE, MISC.: SCUPPER | | | REMOVED, AS PER PLAN | | |0477 519E11101 43.000 SF | 90.00000 3870.00| 65.00000 2795.00| PATCHING CONCRETE STRUCTURE, AS PER PLAN| | |0478 520E30000 461.000 SF | 40.00000 18440.00| 55.00000 25355.00| SPECIAL - SHOTCRETING CONCRETE | | | STRUCTURES | | |0479 601E21001 1458.000 SY | 40.00000 58320.00| 55.00000 80190.00|

CONCRETE SLOPE PROTECTION, AS PER PLAN | | |0480 625E25400 210.000 LF | 7.00000 1470.00| 8.00000 1680.00| CONDUIT, 2", 713.04 | | | SECTION TOTALS | $ 926,947.90| $ 1,051,871.68|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0018 INCIDENTALS | | |0481 100E00300 LUMP| 100000.00000 100000.00| 30000.00000 30000.00| SPECIAL - PREMIUM ON RAILROADS' | | | PROTECTIVE PUBLIC LIABILITY AND | | | PROPERTY DAMAGE LIABILITY INSURANCE | | |0482 100E00400 5600.000 HOUR| 0.80000 4480.00| 1.00000 5600.00| SPECIAL - TRAINING PER FHPM 6-4-1-2 (7 | | | TRAINEES) | | |0483 103E05000 LUMP| 150000.00000 150000.00| 175000.00000 175000.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0484 614E11000 LUMP| 600000.00000 600000.00| 850000.00000 850000.00| MAINTAINING TRAFFIC | | |0485 619E15021 LUMP| 60000.00000 60000.00| 75000.00000 75000.00| FIELD OFFICE, TYPE C, AS PER PLAN | | |0486 619E25010 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0487 623E10001 LUMP| 600000.00000 600000.00| 275000.00000 275000.00| CONSTRUCTION LAYOUT STAKES, AS PER PLAN | | |0488 624E10000 LUMP| 500000.00000 500000.00| 500000.00000 500000.00| MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -67 TABULATION OF BIDS


SET-ASIDE :

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|(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,029,480.00| $ 1,915,600.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0500 605E31100 520.000 LF | 11.00000 5720.00| 7.00000 3640.00| AGGREGATE DRAIN | | |0501 625E25901 67.000 LF | 450.00000 30150.00| 250.00000 16750.00| CONDUIT, JACKED OR DRILLED UNDER | | | PAVEMENT, AS PER PLAN 15" TYPE B | | | SECTION TOTALS | $ 35,870.00| $ 20,390.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 TRAFFIC CONTROL | | |0510 690E98000 1.000 EACH| 25000.00000 25000.00| 60000.00000 60000.00| SPECIAL - MISC.: HIGHWAY ADVISORY RADIO | | | SYSTEM | | |0511 690E99550 60.000 MNTH| 500.00000 30000.00| 100.00000 6000.00| SPECIAL - MISC.: MAINTENANCE OF HIGHWAY | | | ADVISORY RADIO SYSTEM | | | SECTION TOTALS | $ 55,000.00| $ 66,000.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0520 615E20001 2800.000 SY | 32.00000 89600.00| 45.00000 126000.00| TEMPORARY PAVEMENT, CLASS A, AS PER | | | PLAN A | | | SECTION TOTALS | $ 89,600.00| $ 126,000.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 LIGHTING | | |0530 625E02801 2.000 EACH| 475.00000 950.00| 900.00000 1800.00| TRANSFORMER BASE, STEEL, AS PER PLAN | | | SECTION TOTALS | $ 950.00| $ 1,800.00|

------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0531 614E18030 2900.000 LF | 4.00000 11600.00| 4.00000 11600.00| SPECIAL - MAINTAINING TRAFFIC, MISC.: | | | RUMBLE STRIPS | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :03/03/97 PAGE :075 -68 TABULATION OF BIDS


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==================================================================================================================================== |(4) 47-0640263 |(5) 34-0802152 | |KIEWIT CONSTRUCTION COMPANY |KENMORE CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0532 614E12480 12.000 EACH| 75.00000 900.00| 100.00000 1200.00| DOUBLED FINES IN WORK ZONE SIGN , | | | R-180-48 | | |0533 614E18000 30.000 EACH| 250.00000 7500.00| 60.00000 1800.00| SPECIAL - MAINTAINING TRAFFIC, MISC.: | | | EXISTING TRAFFIC SIGNAL TIMING CHANGE | | |0534 614E18020 2000.000 HOUR| 50.00000 100000.00| 35.00000 70000.00| SPECIAL - MAINTAINING TRAFFIC, MISC.: | | | WORKSITE TRAFFIC SUPERVISOR | | | SECTION TOTALS | $ 120,000.00| $ 84,600.00|------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 25,058,553.39| $ 26,321,204.41|====================================================================================================================================

OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, … · 2009-02-13 · ohio department of...

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Transcript of OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, … · 2009-02-13 · ohio department of...