S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a...

57
S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -1 TABULATION OF BIDS LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12 NUMBER OF DAYS: 0 BRIDGE COUNT : 8 CONTRACT DESCRIPTION : GRADING, CONCRETE & BITUMINOUS PAVING, LIGHTING, BRIDGES CONTRACT LOCATION: LOCATED ON TH 23 FROM 268 FT EAST OF KANDIYOHI CSAH 6 TO 960 FT WEST OF 263RD AVE RECOMMENDATION: AWARD TO LOW BIDDER -------------------------------------------------------------------- I, THE UNDERSIGNED CERTIFY THAT THIS ABSTRACT IS A CORRECT TABULATION OF ALL BIDS RECEIVED ON THIS (THESE) PROJECT(S): THAT THE LEGAL REQUIREMENTS RELATING TO COMPETITIVE BIDDING ON PUBLIC PROJECTS HAVE BEEN COMPLIED WITH: THAT SAID BIDS WERE OPENED IN PUBLIC AND AWARD HAS BEEN MADE TO THE LOWEST RESPONSIBLE BIDDER. APPROVED: _________________________________________________________ STATE AID OR CONSTRUCTION ENGR _________________________________________________________ ASST. DIV. DIRECTOR, OPERATIONS -------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVER RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 39,687,241.54 123.2358% 100.0000% 1 K020 KGM CONTRACTORS INC $ 32,204,311.46 100.0000% 81.1453% 2 M260 THE MATHIOWETZ CONSTRUCTION CO $ 32,568,867.89 101.1320% 82.0638% 3 H438 HOFFMAN CONSTRUCTION COMPANY $ 34,399,059.92 106.8151% 86.6754% 4 D420 DUININCK INC $ 35,666,153.59 110.7496% 89.8681% 5 R020 R & G CONSTRUCTION CO $ 36,474,519.34 113.2597% 91.9049% ==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADING, CONC & BIT PAVING ETC | | | 0010 2021501/00010 LUMP | 1948087.00000 1948087.00| 1390000.00000 1390000.00| 1540267.60000 1540267.60 MOBILIZATION | | |

Transcript of S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a...

Page 1: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -1 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12 NUMBER OF DAYS: 0 BRIDGE COUNT : 8

CONTRACT DESCRIPTION : GRADING, CONCRETE & BITUMINOUS PAVING, LIGHTING, BRIDGES

CONTRACT LOCATION: LOCATED ON TH 23 FROM 268 FT EAST OF KANDIYOHI CSAH 6 TO 960 FT WEST OF 263RD AVE

RECOMMENDATION: AWARD TO LOW BIDDER--------------------------------------------------------------------

I, THE UNDERSIGNED CERTIFY THAT THIS ABSTRACT IS A CORRECT TABULATION OF ALL BIDS RECEIVED ON THIS (THESE) PROJECT(S):THAT THE LEGAL REQUIREMENTS RELATING TO COMPETITIVE BIDDING ON PUBLIC PROJECTS HAVE BEEN COMPLIED WITH: THAT SAID BIDSWERE OPENED IN PUBLIC AND AWARD HAS BEEN MADE TO THE LOWEST RESPONSIBLE BIDDER.

APPROVED: _________________________________________________________ STATE AID OR CONSTRUCTION ENGR

_________________________________________________________ ASST. DIV. DIRECTOR, OPERATIONS

-------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVER RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 39,687,241.54 123.2358% 100.0000% 1 K020 KGM CONTRACTORS INC $ 32,204,311.46 100.0000% 81.1453% 2 M260 THE MATHIOWETZ CONSTRUCTION CO $ 32,568,867.89 101.1320% 82.0638% 3 H438 HOFFMAN CONSTRUCTION COMPANY $ 34,399,059.92 106.8151% 86.6754% 4 D420 DUININCK INC $ 35,666,153.59 110.7496% 89.8681% 5 R020 R & G CONSTRUCTION CO $ 36,474,519.34 113.2597% 91.9049%==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 GRADING, CONC & BIT PAVING ETC | | |0010 2021501/00010 LUMP | 1948087.00000 1948087.00| 1390000.00000 1390000.00| 1540267.60000 1540267.60 MOBILIZATION | | |

Page 2: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 2 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -2 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0020 2031501/00040 1.000 EACH | 8000.00000 8000.00| 8500.00000 8500.00| 47250.00000 47250.00 FIELD OFFICE TYPE D | | |0030 2031503/00040 1.000 EACH | 6000.00000 6000.00| 8500.00000 8500.00| 24250.00000 24250.00 FIELD LABORATORY TYPE D | | |0040 2041610/00010 8900.000 HOUR | 1.00000 8900.00| 1.00000 8900.00| 0.01000 89.00 TRAINEES | | |0050 2051501/00010 LUMP | 1.00000 1.00| 1.00000 1.00| 0.01000 0.01 MAINT AND RESTORATION OF HAUL ROADS | | |0060 2101501/00010 8.700 ACRE | 2700.00000 23490.00| 1750.00000 15225.00| 1240.00000 10788.00 CLEARING | | |0070 2101502/00010 295.000 TREE | 40.00000 11800.00| 58.00000 17110.00| 24.00000 7080.00 CLEARING | | |0080 2101506/00010 8.700 ACRE | 2500.00000 21750.00| 1750.00000 15225.00| 1240.00000 10788.00 GRUBBING | | |0090 2101507/00010 295.000 TREE | 27.55000 8127.25| 58.00000 17110.00| 24.00000 7080.00 GRUBBING | | |0100 2102502/00010 1700.000 L F | 0.55000 935.00| 0.55000 935.00| 0.50000 850.00 PAVEMENT MARKING REMOVAL | | |0110 2103501/00011 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 1000.00000 1000.00 BUILDING REMOVAL A | | |0120 2103501/00012 LUMP | 1000.00000 1000.00| 5000.00000 5000.00| 100.00000 100.00 BUILDING REMOVAL B | | |0130 2103501/00013 LUMP | 12000.00000 12000.00| 7000.00000 7000.00| 8000.00000 8000.00 BUILDING REMOVAL C | | |0140 2103501/00014 LUMP | 12000.00000 12000.00| 10000.00000 10000.00| 6000.00000 6000.00 BUILDING REMOVAL D | | |0150 2104501/00003 1635.000 L F | 1.83000 2992.05| 4.00000 6540.00| 1.00000 1635.00 REMOVE PIPE DRAIN | | |0160 2104501/00010 1389.000 L F | 7.00000 9723.00| 4.50000 6250.50| 5.00000 6945.00 REMOVE PIPE CULVERTS | | |0170 2104501/00016 504.000 L F | 5.75000 2898.00| 5.25000 2646.00| 5.00000 2520.00 REMOVE SEWER PIPE (STORM) | | |0180 2104501/00022 746.000 L F | 1.99000 1484.54| 4.00000 2984.00| 2.00000 1492.00 REMOVE CURB AND GUTTER | | |0190 2104501/00035 17802.000 L F | 0.80000 14241.60| 0.45000 8010.90| 0.20000 3560.40 REMOVE FENCE | | |

Page 3: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 3 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -3 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0200 2104501/00097 28.000 L F | 40.00000 1120.00| 100.00000 2800.00| 20.00000 560.00 REMOVE CATTLE PASS | | |0210 2104503/00024 57.000 S F | 3.00000 171.00| 10.00000 570.00| 10.00000 570.00 REMOVE CONCRETE DRIVEWAY PAVEMENT | | |0220 2104503/00120 107042.000 S F | 0.35000 37464.70| 0.06000 6422.52| 0.40000 42816.80 REMOVE BITUMINOUS SHOULDER PAVEMENT | | |0230 2104505/00120 50393.000 S Y | 2.10000 105825.30| 0.35000 17637.55| 2.50000 125982.50 REMOVE BITUMINOUS PAVEMENT | | |0240 2104505/00121 3884.000 S Y | 1.75000 6797.00| 0.75000 2913.00| 1.40000 5437.60 REMOVE BITUMINOUS SURFACING | | |0250 2104507/00090 900.000 C Y | 10.00000 9000.00| 19.00000 17100.00| 3.00000 2700.00 REMOVE CONCRETE RUBBLE | | |0260 2104509/00004 1.000 EACH | 10000.00000 10000.00| 11500.00000 11500.00| 5000.00000 5000.00 REMOVE TEMPORARY CROSS-OVER | | |0270 2104509/00013 27.000 EACH | 175.00000 4725.00| 125.00000 3375.00| 50.00000 1350.00 REMOVE PIPE APRON | | |0280 2104509/00030 3.000 EACH | 595.40000 1786.20| 650.00000 1950.00| 600.00000 1800.00 REMOVE SEPTIC TANK | | |0290 2104509/00046 2.000 EACH | 50.00000 100.00| 38.00000 76.00| 36.00000 72.00 REMOVE PERMANENT BARRICADE | | |0300 2104509/00100 7.000 EACH | 278.12000 1946.84| 315.00000 2205.00| 150.00000 1050.00 REMOVE MANHOLE OR CATCH BASIN | | |0310 2104509/00111 2.000 EACH | 340.00000 680.00| 850.00000 1700.00| 250.00000 500.00 REMOVE HYDRANT | | |0320 2104509/00180 7.000 EACH | 28.30000 198.10| 20.00000 140.00| 18.00000 126.00 REMOVE MARKER | | |0330 2104509/00203 22.000 EACH | 22.00000 484.00| 38.00000 836.00| 36.00000 792.00 REMOVE SIGN TYPE C | | |0340 2104509/00205 10.000 EACH | 52.16000 521.60| 57.00000 570.00| 54.00000 540.00 REMOVE SIGN TYPE D | | |0350 2104511/00011 18.000 L F | 10.00000 180.00| 20.00000 360.00| 8.00000 144.00 SAWING CONCRETE PAVEMENT (FULL DEPTH) | | |0360 2104513/00011 2633.000 L F | 2.65000 6977.45| 1.95000 5134.35| 1.78000 4686.74 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | | |0370 2104525/00011 10.000 EACH | 1350.00000 13500.00| 550.00000 5500.00| 550.00000 5500.00 ABANDON & SEAL WELL SHAFT | | |

Page 4: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 4 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -4 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0380 2105604/00085 3585.000 S Y | 3.24000 11615.40| 3.80000 13623.00| 3.50000 12547.50 PLASTIC LINER | | |0400 2106607/00010 1603919.000 C Y | 2.11000 3384269.09| 2.00000 3207838.00| 2.38000 3817327.22 EXCAVATION - COMMON | | |0410 2106607/00020 184384.000 C Y | 2.54000 468335.36| 2.00000 368768.00| 2.38000 438833.92 EXCAVATION - SUBGRADE | | |0420 2106607/00030 68929.000 C Y | 3.45000 237805.05| 2.00000 137858.00| 0.01000 689.29 EXCAVATION - MUCK | | |0430 2106607/00060 2559019.000 C Y | 0.81000 2072805.39| 0.05000 127950.95| 0.01000 25590.19 COMMON EMBANKMENT (CV) | | |0440 2106607/00080 47220.000 C Y | 9.38000 442923.60| 2.50000 118050.00| 7.00000 330540.00 SELECT GRANULAR EMBANKMENT (CV) | | |0450 2106607/00110 10335.000 C Y | 9.41000 97252.35| 8.00000 82680.00| 7.00000 72345.00 SELECT GRANULAR EMBANKMENT MODIFIED 10% | | | (CV) | | |0460 2106607/00120 127095.000 C Y | 7.80000 991341.00| 0.10000 12709.50| 0.01000 1270.95 SELECT GRANULAR EMBANKMENT MUCK (CV) | | |0462 2106607/08010 1599622.000 C Y | 2.42000 3871085.24| 2.00000 3199244.00| 2.18000 3487175.96 SUPPLEMENTAL DESCRIPTION EXCAVATION | | | SPECIAL | | |0470 2123610/00020 25.000 HOUR | 150.00000 3750.00| 250.00000 6250.00| 150.00000 3750.00 TRACTOR MOUNTED BACKHOE | | |0480 2123612/00020 24.000 WEEK | 800.00000 19200.00| 2000.00000 48000.00| 3000.00000 72000.00 COMPACTOR | | |0490 2211503/00030 11814.000 C Y | 16.43000 194104.02| 8.50000 100419.00| 11.29000 133380.06 AGGREGATE BASE (CV) CLASS 3 | | |0500 2211503/00050 71596.000 C Y | 15.28000 1093986.88| 9.60000 687321.60| 13.74000 983729.04 AGGREGATE BASE (CV) CLASS 5 | | |0510 2211607/00015 31220.000 C Y | 31.00000 967820.00| 25.00000 780500.00| 22.43000 700264.60 OPEN GRADED AGGREGATE BASE (CV) | | |0520 2221503/00050 15302.000 C Y | 16.00000 244832.00| 13.30000 203516.60| 14.10000 215758.20 AGGREGATE SHOULDERING (CV) CLASS 5 | | |0530 2221609/00011 1260.000 TON | 13.25000 16695.00| 16.00000 20160.00| 10.00000 12600.00 AGGREGATE SHOULDERING SPECIAL | | |0540 2301529/00011 63434.000 LB | 1.33000 84367.22| 1.13000 71680.42| 1.10000 69777.40 REINFORCEMENT BARS (EPOXY COATED) | | |

Page 5: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 5 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -5 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0550 2301531/00530 628.000 L F | 50.00000 31400.00| 41.00000 25748.00| 40.00000 25120.00 EXPANSION JOINTS DESIGN E8H | | |0560 2301538/00010 123465.000 EACH | 7.63000 942037.95| 5.33000 658068.45| 5.20000 642018.00 DOWEL BAR | | |0570 2301541/00404 1248.000 L F | 6.00000 7488.00| 4.10000 5116.80| 4.00000 4992.00 INTEGRANT CURB DESIGN D4 | | |0580 2301553/00010 2797.000 S Y | 123.93000 346632.21| 85.00000 237745.00| 60.00000 167820.00 BRIDGE APPROACH PANELS | | |0590 2301561/00010 180.000 L F | 40.00000 7200.00| 41.00000 7380.00| 40.00000 7200.00 PERMANENT TERMINAL HEADER | | |0600 2301604/01080 269969.000 S Y | 21.78000 5879924.82| 20.00000 5399380.00| 19.52000 5269794.88 CONCRETE PAVEMENT 8.0" | | |0610 2301604/02040 60548.000 S Y | 15.44000 934861.12| 12.21000 739291.08| 10.00000 605480.00 CONCRETE SHOULDER 4.0" | | |0620 2360501/22300 19011.000 TON | 47.53000 903592.83| 61.50000 1169176.50| 57.00000 1083627.00 TYPE SP 12.5 WEARING COURSE MIXTURE (2, | | | C) | | |0630 2360501/24300 8342.000 TON | 50.37000 420186.54| 64.58000 538726.36| 57.00000 475494.00 TYPE SP 12.5 WEARING COURSE MIXTURE (4, | | | C) | | |0640 2360502/24200 3863.000 TON | 48.02000 185501.26| 55.35000 213817.05| 48.00000 185424.00 TYPE SP 12.5 NON WEARING COURSE MIXTURE | | | (4,B) | | |0650 2411604/00033 1831.000 S Y | 140.00000 256340.00| 40.00000 73240.00| 70.00000 128170.00 REINFORCED SOIL SLOPE | | |0660 2412511/14060 405.000 L F | 784.00000 317520.00| 780.00000 315900.00| 782.00000 316710.00 14X6 PRECAST CONCRETE BOX CULVERT | | |0670 2412512/14060 2.000 EACH | 6900.00000 13800.00| 26000.00000 52000.00| 7555.00000 15110.00 14X6 PRECAST CONCRETE BOX CULVERT END | | | SECTION | | |0680 2451509/00030 7712.000 C Y | 18.20000 140358.40| 15.00000 115680.00| 14.00000 107968.00 AGGREGATE BEDDING (CV) | | |0690 2501511/02120 238.000 L F | 19.00000 4522.00| 20.00000 4760.00| 20.00000 4760.00 12" CAS PIPE CULVERT | | |0700 2501511/02150 25.000 L F | 35.00000 875.00| 30.00000 750.00| 25.00000 625.00 15" CAS PIPE CULVERT | | |

Page 6: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 6 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -6 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0710 2501511/02240 38.000 L F | 45.00000 1710.00| 40.00000 1520.00| 32.00000 1216.00 24" CAS PIPE CULVERT | | |0720 2501511/90122 194.000 L F | 20.76000 4027.44| 24.00000 4656.00| 19.00000 3686.00 12" RC PIPE CULVERT | | |0730 2501511/90182 702.000 L F | 29.40000 20638.80| 32.00000 22464.00| 23.00000 16146.00 18" RC PIPE CULVERT | | |0740 2501511/90183 100.000 L F | 30.40000 3040.00| 30.00000 3000.00| 25.00000 2500.00 18" RC PIPE CULVERT CLASS III | | |0750 2501511/90184 108.000 L F | 31.86000 3440.88| 32.00000 3456.00| 26.00000 2808.00 18" RC PIPE CULVERT CLASS IV | | |0760 2501511/90242 376.000 L F | 33.78000 12701.28| 34.00000 12784.00| 27.00000 10152.00 24" RC PIPE CULVERT | | |0770 2501511/90244 262.000 L F | 35.93000 9413.66| 36.00000 9432.00| 28.00000 7336.00 24" RC PIPE CULVERT CLASS IV | | |0780 2501511/90245 694.000 L F | 39.33000 27295.02| 42.00000 29148.00| 32.00000 22208.00 24" RC PIPE CULVERT CLASS V | | |0790 2501511/90248 50.000 L F | 400.00000 20000.00| 575.00000 28750.00| 255.00000 12750.00 24" RC PIPE CULVERT CLASS IV-JACKED | | |0800 2501511/90249 98.000 L F | 425.00000 41650.00| 450.00000 44100.00| 340.00000 33320.00 24" RC PIPE CULVERT CLASS V-JACKED | | |0810 2501511/90302 238.000 L F | 49.77000 11845.26| 46.00000 10948.00| 38.00000 9044.00 30" RC PIPE CULVERT | | |0820 2501511/90305 202.000 L F | 68.12000 13760.24| 65.00000 13130.00| 51.00000 10302.00 30" RC PIPE CULVERT CLASS V | | |0830 2501511/90362 62.000 L F | 72.40000 4488.80| 66.00000 4092.00| 46.00000 2852.00 36" RC PIPE CULVERT | | |0840 2501511/90363 90.000 L F | 75.25000 6772.50| 60.00000 5400.00| 49.00000 4410.00 36" RC PIPE CULVERT CLASS III | | |0850 2501511/90422 56.000 L F | 86.37000 4836.72| 75.00000 4200.00| 60.00000 3360.00 42" RC PIPE CULVERT | | |0860 2501511/90482 64.000 L F | 107.96000 6909.44| 85.00000 5440.00| 71.00000 4544.00 48" RC PIPE CULVERT | | |0870 2501515/90120 14.000 EACH | 330.56000 4627.84| 300.00000 4200.00| 270.00000 3780.00 12" RC PIPE APRON | | |0880 2501515/90150 2.000 EACH | 352.86000 705.72| 325.00000 650.00| 302.00000 604.00 15" RC PIPE APRON | | |

Page 7: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 7 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -7 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0890 2501515/90180 25.000 EACH | 317.49000 7937.25| 310.00000 7750.00| 317.00000 7925.00 18" RC PIPE APRON | | |0900 2501515/90240 36.000 EACH | 389.10000 14007.60| 350.00000 12600.00| 359.00000 12924.00 24" RC PIPE APRON | | |0910 2501515/90300 10.000 EACH | 493.86000 4938.60| 400.00000 4000.00| 432.00000 4320.00 30" RC PIPE APRON | | |0920 2501515/90360 11.000 EACH | 842.51000 9267.61| 625.00000 6875.00| 617.00000 6787.00 36" RC PIPE APRON | | |0930 2501515/90420 2.000 EACH | 1034.95000 2069.90| 850.00000 1700.00| 755.00000 1510.00 42" RC PIPE APRON | | |0940 2501515/90480 4.000 EACH | 1187.67000 4750.68| 1000.00000 4000.00| 858.00000 3432.00 48" RC PIPE APRON | | |0950 2501515/90540 2.000 EACH | 1393.62000 2787.24| 1450.00000 2900.00| 1040.00000 2080.00 54" RC PIPE APRON | | |0960 2501521/90222 294.000 L F | 47.76000 14041.44| 50.00000 14700.00| 40.00000 11760.00 22" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | |0970 2501521/90442 54.000 L F | 110.58000 5971.32| 105.00000 5670.00| 82.00000 4428.00 44" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | |0980 2501525/90220 6.000 EACH | 380.10000 2280.60| 310.00000 1860.00| 318.00000 1908.00 22" SPAN RC PIPE-ARCH APRON | | |0990 2501525/90440 4.000 EACH | 969.54000 3878.16| 825.00000 3300.00| 693.00000 2772.00 44" SPAN RC PIPE-ARCH APRON | | |1000 2501567/10420 2.000 EACH | 3138.00000 6276.00| 2000.00000 4000.00| 1425.00000 2850.00 42" RC SAFETY APRON & GRATE DESIGN 3132 | | |1010 2501567/10480 2.000 EACH | 2400.00000 4800.00| 2200.00000 4400.00| 1705.00000 3410.00 48" RC SAFETY APRON & GRATE DESIGN 3132 | | |1020 2501569/02918 24.000 EACH | 420.00000 10080.00| 400.00000 9600.00| 318.00000 7632.00 18" RC SAFETY APRON | | |1030 2501569/02924 9.000 EACH | 485.00000 4365.00| 455.00000 4095.00| 367.00000 3303.00 24" RC SAFETY APRON | | |1040 2501569/02930 5.000 EACH | 540.00000 2700.00| 500.00000 2500.00| 471.00000 2355.00 30" RC SAFETY APRON | | |1050 2501569/02936 1.000 EACH | 850.00000 850.00| 800.00000 800.00| 577.00000 577.00 36" RC SAFETY APRON | | |1060 2501602/00013 1.000 EACH | 1620.00000 1620.00| 4500.00000 4500.00| 2000.00000 2000.00 PLUG FILL & ABANDON PIPE CULVERT | | |

Page 8: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 8 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -8 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1070 2501602/00415 2.000 EACH | 200.00000 400.00| 170.00000 340.00| 165.00000 330.00 15" PIPE APRON | | |1080 2501602/00518 26.000 EACH | 250.00000 6500.00| 500.00000 13000.00| 250.00000 6500.00 18" SAFETY APRON | | |1090 2501602/00728 1.000 EACH | 320.00000 320.00| 450.00000 450.00| 347.00000 347.00 28" SPAN PIPE-ARCH APRON | | |1100 2501602/05022 6.000 EACH | 550.00000 3300.00| 750.00000 4500.00| 474.00000 2844.00 SAFETY GRATE FOR 22" SPAN RC PIPE-ARCH | | | APRON | | |1110 2501602/05044 4.000 EACH | 1500.00000 6000.00| 1000.00000 4000.00| 710.00000 2840.00 SAFETY GRATE FOR 44" SPAN RC PIPE-ARCH | | | APRON | | |1120 2501603/00615 50.000 L F | 22.50000 1125.00| 40.00000 2000.00| 18.00000 900.00 15" PIPE CULVERT | | |1130 2501603/00618 935.000 L F | 24.70000 23094.50| 22.00000 20570.00| 19.00000 17765.00 18" PIPE CULVERT | | |1140 2502501/00040 269.000 EACH | 95.00000 25555.00| 90.00000 24210.00| 85.00000 22865.00 4" PRECAST CONCRETE HEADWALL | | |1150 2502521/01040 2899.000 L F | 5.00000 14495.00| 3.68000 10668.32| 3.50000 10146.50 4" TP PIPE DRAIN | | |1160 2502521/07120 220.000 L F | 20.00000 4400.00| 20.00000 4400.00| 25.00000 5500.00 12" PE PIPE DRAIN | | |1170 2502521/07241 48.000 L F | 25.00000 1200.00| 30.00000 1440.00| 70.00000 3360.00 24" PE PIPE DRAIN (SMOOTH) | | |1180 2502541/07040 105274.000 L F | 1.60000 168438.40| 1.65000 173702.10| 1.57000 165280.18 4" PERF PE PIPE DRAIN | | |1190 2503511/90123 1078.000 L F | 24.06000 25936.68| 19.00000 20482.00| 18.00000 19404.00 12" RC PIPE SEWER CLASS III | | |1200 2503511/90153 406.000 L F | 25.67000 10422.02| 21.00000 8526.00| 20.00000 8120.00 15" RC PIPE SEWER CLASS III | | |1210 2503511/90183 4603.000 L F | 27.74000 127687.22| 22.50000 103567.50| 22.00000 101266.00 18" RC PIPE SEWER CLASS III | | |1220 2503511/90242 99.000 L F | 33.88000 3354.12| 30.00000 2970.00| 29.00000 2871.00 24" RC PIPE SEWER | | |1230 2503511/90243 2366.000 L F | 33.86000 80112.76| 30.00000 70980.00| 26.00000 61516.00 24" RC PIPE SEWER CLASS III | | |

Page 9: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 9 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -9 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1240 2503511/90303 676.000 L F | 53.24000 35990.24| 38.00000 25688.00| 35.00000 23660.00 30" RC PIPE SEWER CLASS III | | |1250 2503511/90363 1943.000 L F | 67.18000 130530.74| 51.00000 99093.00| 46.00000 89378.00 36" RC PIPE SEWER CLASS III | | |1260 2503511/90423 191.000 L F | 85.84000 16395.44| 63.00000 12033.00| 58.00000 11078.00 42" RC PIPE SEWER CLASS III | | |1270 2503511/90483 495.000 L F | 101.13000 50059.35| 82.00000 40590.00| 72.00000 35640.00 48" RC PIPE SEWER CLASS III | | |1280 2503511/90543 232.000 L F | 123.80000 28721.60| 101.00000 23432.00| 87.00000 20184.00 54" RC PIPE SEWER CLASS III | | |1290 2503521/90282 6.000 L F | 67.53000 405.18| 126.00000 756.00| 62.00000 372.00 28" SPAN RC PIPE-ARCH SEWER CLASS IIA | | |1300 2503541/90123 664.000 L F | 26.36000 17503.04| 21.00000 13944.00| 19.00000 12616.00 12" RC PIPE SEWER DESIGN 3006 CLASS III | | |1310 2503541/90153 9.000 L F | 28.87000 259.83| 45.00000 405.00| 38.00000 342.00 15" RC PIPE SEWER DESIGN 3006 CLASS III | | |1320 2503541/90183 1259.000 L F | 30.89000 38890.51| 24.00000 30216.00| 23.00000 28957.00 18" RC PIPE SEWER DESIGN 3006 CLASS III | | |1330 2503541/90243 444.000 L F | 43.10000 19136.40| 30.00000 13320.00| 27.00000 11988.00 24" RC PIPE SEWER DESIGN 3006 CLASS III | | |1340 2503541/90303 127.000 L F | 52.52000 6670.04| 38.00000 4826.00| 39.00000 4953.00 30" RC PIPE SEWER DESIGN 3006 CLASS III | | |1350 2503541/90363 183.000 L F | 76.80000 14054.40| 53.00000 9699.00| 50.00000 9150.00 36" RC PIPE SEWER DESIGN 3006 CLASS III | | |1360 2503602/00041 2.000 EACH | 1200.00000 2400.00| 2100.00000 4200.00| 1500.00000 3000.00 CONNECT TO EXISTING MANHOLES (SAN) | | |1370 2503602/00043 7.000 EACH | 550.00000 3850.00| 525.00000 3675.00| 800.00000 5600.00 CONNECT TO EXISTING FORCE MAIN | | |1380 2503602/13403 2.000 EACH | 227.00000 454.00| 250.00000 500.00| 150.00000 300.00 8"X6" PVC WYE | | |1390 2503603/00106 60.000 L F | 28.00000 1680.00| 25.00000 1500.00| 14.00000 840.00 6" PVC PIPE SEWER | | |1400 2503603/00108 1592.000 L F | 29.50000 46964.00| 36.00000 57312.00| 21.00000 33432.00 8" PVC PIPE SEWER | | |1410 2503603/00806 550.000 L F | 17.50000 9625.00| 20.00000 11000.00| 12.00000 6600.00 6" PVC FORCE MAIN | | |

Page 10: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 10 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -10 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1420 2503603/00812 1286.000 L F | 32.00000 41152.00| 30.00000 38580.00| 24.00000 30864.00 12" PVC FORCE MAIN | | |1430 2503603/03200 1800.000 L F | 50.00000 90000.00| 58.00000 104400.00| 60.50000 108900.00 20" STEEL CASING PIPE | | |1440 2503603/03205 120.000 L F | 200.00000 24000.00| 170.00000 20400.00| 245.00000 29400.00 20" STEEL CASING PIPE (JACKED) | | |1450 2503603/03240 644.000 L F | 75.00000 48300.00| 64.00000 41216.00| 68.50000 44114.00 24" STEEL CASING PIPE | | |1460 2504601/00001 LUMP | 5000.00000 5000.00| 6000.00000 6000.00| 8000.00000 8000.00 IRRIGATION SYSTEM | | |1470 2504602/00010 7.000 EACH | 1300.00000 9100.00| 1300.00000 9100.00| 750.00000 5250.00 CONNECT TO EXISTING WATER MAIN | | |1480 2504602/00020 6.000 EACH | 2650.00000 15900.00| 3200.00000 19200.00| 2500.00000 15000.00 HYDRANT | | |1490 2504602/00410 2.000 EACH | 174.27000 348.54| 250.00000 500.00| 250.00000 500.00 1" CORPORATION STOP | | |1500 2504602/00808 5.000 EACH | 1350.00000 6750.00| 1600.00000 8000.00| 1250.00000 6250.00 8" GATE VALVE AND BOX | | |1510 2504602/00810 3.000 EACH | 1725.00000 5175.00| 2100.00000 6300.00| 1950.00000 5850.00 10" GATE VALVE AND BOX | | |1520 2504602/00812 2.000 EACH | 2100.00000 4200.00| 2800.00000 5600.00| 2500.00000 5000.00 12" GATE VALVE AND BOX | | |1530 2504602/03100 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 175.00000 350.00 1" CURB STOP & BOX | | |1540 2504603/00710 40.000 L F | 23.00000 920.00| 50.00000 2000.00| 15.00000 600.00 1" TYPE K COPPER PIPE | | |1550 2504603/02006 46.000 L F | 23.50000 1081.00| 55.00000 2530.00| 15.00000 690.00 6" PVC WATERMAIN | | |1560 2504603/02008 1614.000 L F | 29.75000 48016.50| 22.00000 35508.00| 15.22000 24565.08 8" PVC WATERMAIN | | |1570 2504603/02010 3765.000 L F | 33.50000 126127.50| 25.00000 94125.00| 20.00000 75300.00 10" PVC WATERMAIN | | |1580 2504603/04201 120.000 L F | 275.00000 33000.00| 170.00000 20400.00| 245.00000 29400.00 20" STEEL CASING PIPE (JACKED) | | |1590 2504603/04240 1030.000 L F | 65.00000 66950.00| 64.00000 65920.00| 68.50000 70555.00 24" STEEL CASING PIPE | | |

Page 11: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 11 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -11 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1600 2504604/01100 109.000 S Y | 27.00000 2943.00| 30.00000 3270.00| 25.00000 2725.00 4" POLYSTYRENE INSULATION | | |1610 2504608/00020 4199.000 LB | 3.60000 15116.40| 7.00000 29393.00| 7.00000 29393.00 DUCTILE IRON FITTINGS | | |1620 2506501/00012 299.900 L F | 240.00000 71976.00| 130.00000 38987.00| 160.00000 47984.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN A | | | OR F | | |1630 2506501/00032 22.100 L F | 217.52000 4807.19| 140.00000 3094.00| 168.00000 3712.80 CONSTRUCT DRAINAGE STRUCTURE DESIGN C | | | OR G | | |1640 2506501/00033 23.400 L F | 243.49000 5697.67| 130.00000 3042.00| 185.00000 4329.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN C G | | | OR H | | |1650 2506501/00080 6.400 L F | 280.97000 1798.21| 160.00000 1024.00| 150.00000 960.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN H | | |1660 2506501/00090 28.100 L F | 260.00000 7306.00| 420.00000 11802.00| 206.00000 5788.60 CONSTRUCT DRAINAGE STRUCTURE DESIGN I | | |1670 2506501/00190 4.100 L F | 295.00000 1209.50| 500.00000 2050.00| 236.00000 967.60 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SD-48 | | |1680 2506501/00196 5.700 L F | 610.00000 3477.00| 500.00000 2850.00| 389.00000 2217.30 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SD-72 | | |1690 2506501/02007 59.900 L F | 175.00000 10482.50| 195.00000 11680.50| 210.00000 12579.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN 400 | | |1700 2506501/02420 61.700 L F | 240.00000 14808.00| 180.00000 11106.00| 187.00000 11537.90 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 48-4020 | | |1710 2506501/02720 35.700 L F | 274.00000 9781.80| 275.00000 9817.50| 242.00000 8639.40 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 54-4020 | | |1720 2506501/03020 79.400 L F | 299.82000 23805.71| 285.00000 22629.00| 266.00000 21120.40 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 60-4020 | | |1730 2506501/03320 14.000 L F | 370.70000 5189.80| 370.00000 5180.00| 303.00000 4242.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 66-4020 | | |

Page 12: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 12 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -12 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1740 2506501/03620 6.000 L F | 515.00000 3090.00| 450.00000 2700.00| 370.00000 2220.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 72-4020 | | |1750 2506501/04220 6.000 L F | 720.00000 4320.00| 600.00000 3600.00| 476.00000 2856.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 84-4020 | | |1760 2506502/00300 1.000 EACH | 2600.00000 2600.00| 3000.00000 3000.00| 4900.00000 4900.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL | | |1770 2506502/00301 9.000 EACH | 1800.00000 16200.00| 5500.00000 49500.00| 2880.00000 25920.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 1 | | |1780 2506502/00302 3.000 EACH | 2400.00000 7200.00| 4500.00000 13500.00| 5250.00000 15750.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 2 | | |1790 2506502/00303 1.000 EACH | 1800.00000 1800.00| 5500.00000 5500.00| 3300.00000 3300.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 3 | | |1800 2506502/00304 1.000 EACH | 1800.00000 1800.00| 2700.00000 2700.00| 1683.00000 1683.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 4 | | |1810 2506516/00010 83.000 EACH | 445.00000 36935.00| 455.00000 37765.00| 510.00000 42330.00 CASTING ASSEMBLY | | |1820 2506522/00011 6.000 EACH | 220.00000 1320.00| 420.00000 2520.00| 350.00000 2100.00 ADJUST FRAME & RING CASTING | | |1830 2506602/00036 2.000 EACH | 1500.00000 3000.00| 1000.00000 2000.00| 445.00000 890.00 GRATE CASTING SPECIAL | | |1840 2511501/00012 3972.000 C Y | 49.67000 197289.24| 30.00000 119160.00| 44.00000 174768.00 RANDOM RIPRAP CLASS II | | |1850 2511501/00013 320.000 C Y | 63.25000 20240.00| 35.00000 11200.00| 44.00000 14080.00 RANDOM RIPRAP CLASS III | | |1860 2511503/00010 493.000 C Y | 92.78000 45740.54| 45.00000 22185.00| 57.00000 28101.00 QUARRY RUN RIPRAP | | |1870 2521501/00030 4042.000 S F | 3.20000 12934.40| 2.10000 8488.20| 2.55000 10307.10 3" CONCRETE WALK | | |

Page 13: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 13 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -13 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1880 2521501/00040 479.000 S F | 4.07000 1949.53| 3.70000 1772.30| 2.79000 1336.41 4" CONCRETE WALK | | |1890 2521501/00060 193.000 S F | 5.29000 1020.97| 4.75000 916.75| 3.50000 675.50 6" CONCRETE WALK | | |1900 2531501/02120 4631.000 L F | 10.60000 49088.60| 11.55000 53488.05| 10.68000 49459.08 CONCRETE CURB & GUTTER DESIGN B424 | | |1910 2531501/04180 107.000 L F | 15.40000 1647.80| 21.00000 2247.00| 16.25000 1738.75 CONCRETE CURB & GUTTER DESIGN D418 | | |1920 2531507/00080 75.000 S Y | 49.00000 3675.00| 57.00000 4275.00| 45.00000 3375.00 8" CONCRETE DRIVEWAY PAVEMENT | | |1930 2531618/00010 60.000 S F | 37.25000 2235.00| 37.00000 2220.00| 32.00000 1920.00 TRUNCATED DOMES | | |1940 2533507/00010 3175.000 L F | 12.75000 40481.25| 14.25000 45243.75| 13.75000 43656.25 PORTABLE PRECAST CONCRETE BARRIER | | | DESIGN 8337 | | |1950 2540602/00150 2.000 EACH | 160.00000 320.00| 150.00000 300.00| 125.00000 250.00 MAIL BOX SUPPORT | | |1960 2545511/00101 9.000 EACH | 3500.00000 31500.00| 3610.00000 32490.00| 3777.00000 33993.00 LIGHTING UNIT TYPE SPECIAL 1 | | |1970 2545511/00102 2.000 EACH | 3500.00000 7000.00| 3300.00000 6600.00| 3347.00000 6694.00 LIGHTING UNIT TYPE SPECIAL 2 | | |1980 2545511/00103 4.000 EACH | 4300.00000 17200.00| 3150.00000 12600.00| 3300.00000 13200.00 LIGHTING UNIT TYPE SPECIAL 3 | | |1990 2545511/06240 1.000 EACH | 2400.00000 2400.00| 2520.00000 2520.00| 2237.00000 2237.00 LIGHTING UNIT TYPE 6B-40 | | |2000 2545511/09040 48.000 EACH | 1539.77000 73908.96| 1675.00000 80400.00| 1507.00000 72336.00 LIGHTING UNIT TYPE 9-40 | | |2010 2545511/09440 4.000 EACH | 2500.00000 10000.00| 1870.00000 7480.00| 2117.00000 8468.00 LIGTHING UNIT TYPE 9D-40 | | |2020 2545514/00040 2.000 EACH | 810.84000 1621.68| 640.00000 1280.00| 750.00000 1500.00 UNDERPASS LIGHTING FIXTURE TYPE L | | |2030 2545515/00005 52.000 EACH | 600.00000 31200.00| 525.00000 27300.00| 517.00000 26884.00 LIGHT BASE DESIGN E | | |2040 2545515/00006 9.000 EACH | 500.00000 4500.00| 525.00000 4725.00| 527.00000 4743.00 LIGHT BASE DESIGN E MODIFIED | | |

Page 14: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 14 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -14 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2050 2545521/00027 130.000 L F | 9.16000 1190.80| 4.75000 617.50| 6.97000 906.10 1" RIGID STEEL CONDUIT | | |2060 2545521/00053 400.000 L F | 9.30000 3720.00| 9.20000 3680.00| 8.97000 3588.00 2" RIGID STEEL CONDUIT | | |2070 2545523/00041 700.000 L F | 3.51000 2457.00| 2.45000 1715.00| 2.97000 2079.00 1.5" NON-METALLIC CONDUIT | | |2080 2545523/00079 1396.000 L F | 15.07000 21037.72| 14.70000 20521.20| 10.70000 14937.20 3" NON-METALLIC CONDUIT (DIRECTIONAL | | | BORE) | | |2090 2545531/01020 1200.000 L F | 2.30000 2760.00| 2.50000 3000.00| 2.00000 2400.00 UNDERGROUND WIRE 1 COND NO 2 | | |2100 2545531/01040 2600.000 L F | 2.00000 5200.00| 1.10000 2860.00| 1.47000 3822.00 UNDERGROUND WIRE 1 COND NO 4 | | |2110 2545531/01100 435.000 L F | 1.40000 609.00| 0.65000 282.75| 0.71000 308.85 UNDERGROUND WIRE 1 COND NO 10 | | |2120 2545533/00404 20453.000 L F | 5.90000 120672.70| 5.50000 112491.50| 4.97000 101651.41 ARMORED CABLE 4 COND NO 4 | | |2130 2545541/01102 4.000 EACH | 2333.78000 9335.12| 2700.00000 10800.00| 2607.00000 10428.00 SERVICE CABINET SECONDARY TYPE B | | |2140 2545541/01201 4.000 EACH | 4100.00000 16400.00| 3675.00000 14700.00| 4207.00000 16828.00 SERVICE CABINET SECONDARY TYPE L1 | | |2150 2545545/00012 4.000 EACH | 625.00000 2500.00| 685.00000 2740.00| 670.00000 2680.00 EQUIPMENT PAD B | | |2160 2545545/00032 4.000 EACH | 900.00000 3600.00| 675.00000 2700.00| 1070.00000 4280.00 EQUIPMENT PAD B (MOD) | | |2170 2545551/00010 1.000 EACH | 536.45000 536.45| 236.00000 236.00| 670.00000 670.00 JUNCTION BOX | | |2180 2545553/00010 4.000 EACH | 680.67000 2722.68| 575.00000 2300.00| 570.00000 2280.00 HANDHOLE | | |2190 2545602/00009 4.000 EACH | 200.00000 800.00| 158.00000 632.00| 470.00000 1880.00 UNDERGROUND CABLE SPLICE | | |2200 2545602/00123 8.000 EACH | 1000.00000 8000.00| 5.00000 40.00| 1.00000 8.00 ELECTRICAL SERVICE | | |2210 2554501/00001 350.000 L F | 63.31000 22158.50| 58.00000 20300.00| 55.10000 19285.00 TRAFFIC BARRIER DESIGN SPECIAL | | |

Page 15: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 15 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -15 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2220 2554501/00040 376.000 L F | 61.98000 23304.48| 62.80000 23612.80| 59.80000 22484.80 TRAFFIC BARRIER DESIGN BULLNOSE | | |2230 2554501/02038 5313.000 L F | 16.25000 86336.25| 16.70000 88727.10| 15.90000 84476.70 TRAFFIC BARRIER DESIGN B8338 | | |2240 2554521/00020 4.000 EACH | 383.00000 1532.00| 365.00000 1460.00| 347.55000 1390.20 ANCHORAGE ASSEMBLY-PLATE BEAM | | |2250 2554523/00028 22.000 EACH | 2066.37000 45460.14| 2260.00000 49720.00| 2150.20000 47304.40 END TREATMENT-TANGENT TERMINAL | | |2260 2554602/00005 96.000 EACH | 199.95000 19195.20| 210.00000 20160.00| 150.00000 14400.00 IMPACT ATTENUATOR BARRELS | | |2270 2554602/00071 219.000 EACH | 47.00000 10293.00| 52.50000 11497.50| 50.05000 10960.95 GUIDE POST TYPE SPECIAL | | |2280 2563601/00010 LUMP | 64194.00000 64194.00| 68000.00000 68000.00| 48448.00000 48448.00 TRAFFIC CONTROL | | |2290 2563602/00098 40.000 EACH | 30.85000 1234.00| 33.00000 1320.00| 30.00000 1200.00 TUBE DELINEATOR | | |2300 2564522/00111 12848.000 LB | 2.95000 37901.60| 2.36000 30321.28| 2.25000 28908.00 STRUCTURAL STEEL-POSTS FOR TYPE A SIGNS | | |2310 2564522/00225 1190.000 LB | 3.60000 4284.00| 3.30000 3927.00| 3.15000 3748.50 STRUCTURAL STEEL-TRUSSES FOR OH SIGNS | | | BRIDGE MOUNTED | | |2320 2564531/00110 1209.000 S F | 21.70000 26235.30| 22.75000 27504.75| 21.60000 26114.40 SIGN PANELS TYPE A | | |2330 2564531/00130 1712.000 S F | 28.00000 47936.00| 26.40000 45196.80| 25.15000 43056.80 SIGN PANELS TYPE C | | |2340 2564531/00140 898.000 S F | 27.60000 24784.80| 27.00000 24246.00| 25.70000 23078.60 SIGN PANELS TYPE D | | |2350 2564531/00189 122.000 S F | 11.25000 1372.50| 10.30000 1256.60| 9.80000 1195.60 SIGN PANELS TYPE OVERLAY | | |2360 2564531/00190 167.000 S F | 25.00000 4175.00| 23.65000 3949.55| 22.50000 3757.50 SIGN PANELS TYPE OH | | |2370 2564550/00106 36.000 EACH | 68.50000 2466.00| 62.45000 2248.20| 59.45000 2140.20 DELINEATOR TYPE X4-6 | | |2380 2564551/00010 14.000 EACH | 120.00000 1680.00| 130.00000 1820.00| 123.65000 1731.10 REFERENCE POST MARKER | | |

Page 16: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 16 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -16 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2390 2564552/00010 8.000 EACH | 57.00000 456.00| 69.00000 552.00| 65.60000 524.80 HAZARD MARKER X4-2 | | |2400 2564553/00010 2.000 EACH | 140.00000 280.00| 118.00000 236.00| 112.40000 224.80 CLEARANCE MARKER X4-4 | | |2410 2564555/00010 3.000 EACH | 95.00000 285.00| 94.50000 283.50| 90.10000 270.30 END OF ROADWAY MARKER X4-11 | | |2420 2572501/00010 4525.000 L F | 2.00000 9050.00| 1.05000 4751.25| 1.40000 6335.00 TEMPORARY FENCE | | |2430 2573502/00010 2598.000 L F | 1.70000 4416.60| 1.35000 3507.30| 1.20000 3117.60 SILT FENCE, TYPE HEAVY DUTY | | |2440 2573502/00030 822.000 L F | 16.00000 13152.00| 29.50000 24249.00| 9.50000 7809.00 SILT FENCE, TYPE SUPER DUTY | | |2450 2573502/00040 34800.000 L F | 1.60000 55680.00| 1.35000 46980.00| 1.20000 41760.00 SILT FENCE, TYPE MACHINE SLICED | | |2460 2573505/00030 510.000 L F | 15.00000 7650.00| 8.50000 4335.00| 8.00000 4080.00 FLOTATION SILT CURTAIN TYPE WORK AREA | | |2470 2573512/00013 237.000 L F | 3.64000 862.68| 5.25000 1244.25| 4.99000 1182.63 TEMPORARY DITCH CHECK TYPE 3 | | |2480 2573513/00017 919.000 C Y | 15.00000 13785.00| 75.00000 68925.00| 50.00000 45950.00 TEMPORARY DITCH CHECK TYPE 7 | | |2490 2573520/00010 26.000 HOUR | 152.50000 3965.00| 150.00000 3900.00| 250.00000 6500.00 SEDIMENT REMOVAL BACKHOE | | |2500 2573530/00010 53.000 EACH | 120.00000 6360.00| 130.00000 6890.00| 150.00000 7950.00 STORM DRAIN INLET PROTECTION | | |2510 2573550/00010 LUMP | 20000.00000 20000.00| 30000.00000 30000.00| 30000.00000 30000.00 EROSION CONTROL SUPERVISOR | | |2520 2573602/00020 17.000 EACH | 1038.37000 17652.29| 500.00000 8500.00| 0.01000 0.17 TEMPORARY ROCK CONSTRUCTION ENTRANCE | | |2530 2573602/00090 72.000 EACH | 90.00000 6480.00| 225.00000 16200.00| 275.00000 19800.00 CULVERT PROTECTION | | |2540 2573607/00010 29.000 C Y | 70.00000 2030.00| 100.00000 2900.00| 100.00000 2900.00 ROCK DITCH CHECK | | |2550 2575501/00010 472.700 ACRE | 95.00000 44906.50| 53.00000 25053.10| 80.00000 37816.00 SEEDING | | |2560 2575502/00150 92.000 LB | 1.75000 161.00| 3.10000 285.20| 2.55000 234.60 SEED MIXTURE 150 | | |

Page 17: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 17 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -17 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2570 2575502/00250 22219.000 LB | 1.50000 33328.50| 1.80000 39994.20| 1.55000 34439.45 SEED MIXTURE 250 | | |2580 2575502/00310 1316.000 LB | 12.75000 16779.00| 14.20000 18687.20| 10.35000 13620.60 SEED MIXTURE 310 | | |2590 2575502/00325 3980.000 LB | 7.20000 28656.00| 15.00000 59700.00| 12.65000 50347.00 SEED MIXTURE 325 | | |2600 2575502/00350 6378.000 LB | 2.80000 17858.40| 3.35000 21366.30| 2.75000 17539.50 SEED MIXTURE 350 | | |2610 2575511/00010 639.400 TON | 100.00000 63940.00| 100.00000 63940.00| 100.00000 63940.00 MULCH MATERIAL TYPE 1 | | |2620 2575511/00030 195.500 TON | 109.69000 21444.40| 136.50000 26685.75| 130.00000 25415.00 MULCH MATERIAL TYPE 3 | | |2630 2575519/00010 470.400 ACRE | 35.00000 16464.00| 42.00000 19756.80| 40.00000 18816.00 DISK ANCHORING | | |2640 2575523/00010 5900.000 S Y | 1.00000 5900.00| 1.15000 6785.00| 1.90000 11210.00 EROSION CONTROL BLANKETS CATEGORY 00 | | |2650 2575523/00013 229136.000 S Y | 0.85000 194765.60| 0.90000 206222.40| 0.75000 171852.00 EROSION CONTROL BLANKETS CATEGORY 3 | | |2660 2575523/00014 740.000 S Y | 1.39000 1028.60| 2.05000 1517.00| 2.75000 2035.00 EROSION CONTROL BLANKETS CATEGORY 4 | | |2670 2575532/00010 118828.000 LB | 0.25000 29707.00| 0.42000 49907.76| 0.33000 39213.24 FERTILIZER TYPE 1 | | |2680 2575532/00020 20920.000 LB | 0.37000 7740.40| 0.42000 8786.40| 0.38000 7949.60 FERTILIZER TYPE 2 | | |2690 2575541/00010 295.000 ACRE | 44.95000 13260.25| 31.50000 9292.50| 32.00000 9440.00 MOWING | | |2700 2575560/00050 1725.000 LB | 1.06000 1828.50| 1.60000 2760.00| 2.25000 3881.25 HYDRAULIC SOIL STABILIZER TYPE 5 | | |2710 2575572/00010 13600.000 S Y | 1.00000 13600.00| 1.05000 14280.00| 0.75000 10200.00 RAPID STABILIZATION METHOD 4 | | |2720 2575608/00010 812.000 LB | 2.00000 1624.00| 1.95000 1583.40| 2.22000 1802.64 SEED MIXTURE SPECIAL | | |2730 2575608/00011 442.000 LB | 2.00000 884.00| 11.55000 5105.10| 5.00000 2210.00 SEED MIXTURE SPECIAL 1 | | |2740 2580603/00010 10900.000 L F | 0.39000 4251.00| 0.22000 2398.00| 0.40000 4360.00 INTERIM PAVEMENT MARKING | | |

Page 18: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 18 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -18 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2750 2582501/03007 4.000 EACH | 797.55000 3190.20| 315.00000 1260.00| 300.00000 1200.00 PAVEMENT MESSAGE (RR XING) EPOXY | | |2760 2582502/31108 6690.000 L F | 8.00000 53520.00| 6.30000 42147.00| 6.00000 40140.00 8" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2770 2582502/31204 15200.000 L F | 3.47000 52744.00| 3.15000 47880.00| 3.00000 45600.00 4" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2780 2582502/41104 140280.000 L F | 0.23000 32264.40| 0.35000 49098.00| 0.33000 46292.40 4" SOLID LINE WHITE-EPOXY | | |2790 2582502/41204 150.000 L F | 0.30000 45.00| 0.53000 79.50| 0.50000 75.00 4" BROKEN LINE WHITE-EPOXY | | |2800 2582502/41524 340.000 L F | 8.00000 2720.00| 7.90000 2686.00| 7.50000 2550.00 24" STOP LINE WHITE-EPOXY | | |2810 2582502/42104 104395.000 L F | 0.24000 25054.80| 0.34000 35494.30| 0.32000 33406.40 4" SOLID LINE YELLOW-EPOXY | | |2820 2582502/42124 260.000 L F | 5.00000 1300.00| 5.25000 1365.00| 5.00000 1300.00 24" SOLID LINE YELLOW-EPOXY | | |2830 2582502/42204 3060.000 L F | 0.20000 612.00| 0.34000 1040.40| 0.32000 979.20 4" BROKEN LINE YELLOW-EPOXY | | |2840 2582503/00140 126.000 S F | 5.25000 661.50| 4.75000 598.50| 4.50000 567.00 CROSSWALK MARKING-EPOXY | | | SECTION TOTALS | $ 30,938,214.98| $ 24,279,261.74| $ 24,907,869.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE NO 73036 | | |2850 2401501/01143 365.000 C Y | 245.00000 89425.00| 257.00000 93805.00| 350.00000 127750.00 STRUCTURAL CONCRETE (1A43) | | |2860 2401501/03643 568.000 C Y | 431.00000 244808.00| 513.00000 291384.00| 400.00000 227200.00 STRUCTURAL CONCRETE (3Y43) | | |2870 2401512/03636 11983.000 S F | 13.60000 162968.80| 10.25000 122825.75| 10.00000 119830.00 BRIDGE SLAB CONCRETE (3Y36) | | |2880 2401513/07146 283.000 L F | 85.00000 24055.00| 71.75000 20305.25| 50.00000 14150.00 TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |

Page 19: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 19 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -19 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2890 2401513/07447 282.000 L F | 89.00000 25098.00| 71.75000 20233.50| 50.00000 14100.00 TYPE MOD P-4 (TL-4) RAILING CONCRETE | | | (3Y46) | | |2900 2401515/03646 2829.000 S F | 8.00000 22632.00| 6.15000 17398.35| 5.00000 14145.00 SIDEWALK CONCRETE (3Y46) | | |2910 2401541/00010 33240.000 LB | 0.75000 24930.00| 0.82000 27256.80| 0.75000 24930.00 REINFORCEMENT BARS | | |2920 2401541/00011 139420.000 LB | 0.88000 122689.60| 0.97000 135237.40| 0.85000 118507.00 REINFORCEMENT BARS (EPOXY COATED) | | |2930 2401601/00010 LUMP | 13500.00000 13500.00| 7500.00000 7500.00| 6000.00000 6000.00 STRUCTURE EXCAVATION | | |2940 2402583/00010 283.000 L F | 130.00000 36790.00| 128.00000 36224.00| 110.00000 31130.00 ORNAMENTAL METAL RAILING | | |2950 2402591/00400 116.000 L F | 140.00000 16240.00| 154.00000 17864.00| 100.00000 11600.00 EXPANSION JOINT DEVICES TYPE 4 | | |2960 2402595/00010 24.000 EACH | 800.00000 19200.00| 666.00000 15984.00| 800.00000 19200.00 BEARING ASSEMBLY | | |2970 2404501/00200 10888.000 S F | 4.50000 48996.00| 3.60000 39196.80| 2.00000 21776.00 CONCRETE WEARING COURSE (3U17A) | | |2980 2405502/20054 1383.000 L F | 150.00000 207450.00| 159.00000 219897.00| 135.00000 186705.00 PRESTRESSED CONCRETE BEAMS MN54 | | |2990 2405511/20054 300.000 L F | 65.00000 19500.00| 48.25000 14475.00| 70.00000 21000.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |3000 2411602/00070 4.000 EACH | 1000.00000 4000.00| 770.00000 3080.00| 1450.00000 5800.00 PRECAST CONCRETE CAP | | |3010 2411618/00310 1638.000 S F | 1.25000 2047.50| 0.52000 851.76| 0.75000 1228.50 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |3020 2411618/00517 794.000 S F | 12.00000 9528.00| 15.40000 12227.60| 20.00000 15880.00 ARCHITECTURAL CONCRETE TEXTURE (THIN | | | BRICK) | | |3030 2411618/00525 1638.000 S F | 12.50000 20475.00| 9.75000 15970.50| 10.00000 16380.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3040 2451505/00030 630.000 C Y | 25.00000 15750.00| 20.00000 12600.00| 12.00000 7560.00 AGGREGATE BACKFILL (CV) | | |

Page 20: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 20 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -20 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3050 2502502/00010 LUMP | 2500.00000 2500.00| 1500.00000 1500.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |3060 2514501/00010 215.000 S Y | 110.00000 23650.00| 103.00000 22145.00| 65.00000 13975.00 CONCRETE SLOPE PAVING | | |3070 2545509/00011 LUMP | 14000.00000 14000.00| 9400.00000 9400.00| 2110.00000 2110.00 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 1,170,232.90| $ 1,157,361.71| $ 1,021,956.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE NO 73037 | | |3080 2401501/01143 453.000 C Y | 255.00000 115515.00| 256.00000 115968.00| 350.00000 158550.00 STRUCTURAL CONCRETE (1A43) | | |3090 2401501/03643 584.000 C Y | 482.00000 281488.00| 466.00000 272144.00| 400.00000 233600.00 STRUCTURAL CONCRETE (3Y43) | | |3100 2401512/03636 16308.000 S F | 12.80000 208742.40| 10.25000 167157.00| 10.00000 163080.00 BRIDGE SLAB CONCRETE (3Y36) | | |3110 2401513/01146 371.000 L F | 65.00000 24115.00| 35.00000 12985.00| 40.00000 14840.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |3120 2401513/07246 382.000 L F | 75.00000 28650.00| 61.50000 23493.00| 40.00000 15280.00 TYPE P-2 (TL-4) RAILING CONCRETE (3Y46) | | |3130 2401541/00010 28800.000 LB | 0.77000 22176.00| 0.78000 22464.00| 0.75000 21600.00 REINFORCEMENT BARS | | |3140 2401541/00011 224360.000 LB | 0.95000 213142.00| 0.87000 195193.20| 0.85000 190706.00 REINFORCEMENT BARS (EPOXY COATED) | | |3150 2401601/00010 LUMP | 12000.00000 12000.00| 7500.00000 7500.00| 6000.00000 6000.00 STRUCTURE EXCAVATION | | |3160 2401601/00110 LUMP | 61500.00000 61500.00| 20500.00000 20500.00| 95000.00000 95000.00 FOUNDATION PREPARATION PIER 1 | | |3170 2401601/00120 LUMP | 61500.00000 61500.00| 20500.00000 20500.00| 95000.00000 95000.00 FOUNDATION PREPARATION PIER 2 | | |3180 2402584/00101 376.000 L F | 115.00000 43240.00| 66.00000 24816.00| 60.00000 22560.00 STRUCTURAL TUBE RAILING DESIGN T-1 | | |3190 2402591/00400 99.000 L F | 140.00000 13860.00| 139.00000 13761.00| 100.00000 9900.00 EXPANSION JOINT DEVICES TYPE 4 | | |3200 2402595/00010 34.000 EACH | 800.00000 27200.00| 585.00000 19890.00| 800.00000 27200.00 BEARING ASSEMBLY | | |

Page 21: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 21 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -21 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3210 2404501/00200 17978.000 S F | 4.25000 76406.50| 3.60000 64720.80| 2.00000 35956.00 CONCRETE WEARING COURSE (3U17A) | | |3220 2405502/20054 1871.000 L F | 155.00000 290005.00| 161.00000 301231.00| 135.00000 252585.00 PRESTRESSED CONCRETE BEAMS MN54 | | |3230 2405511/20054 434.000 L F | 65.00000 28210.00| 49.00000 21266.00| 70.00000 30380.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |3240 2411618/00310 3013.000 S F | 1.25000 3766.25| 0.52000 1566.76| 0.75000 2259.75 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |3250 2411618/00525 3013.000 S F | 12.50000 37662.50| 6.15000 18529.95| 10.00000 30130.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3260 2452507/02000 1555.000 L F | 16.00000 24880.00| 21.00000 32655.00| 20.00000 31100.00 C-I-P CONCRETE PILING DELIVERED 12" | | |3270 2452507/04000 1050.000 L F | 22.00000 23100.00| 31.00000 32550.00| 30.00000 31500.00 C-I-P CONCRETE PILING DELIVERED 16" | | |3280 2452508/02000 1555.000 L F | 10.00000 15550.00| 1.05000 1632.75| 1.00000 1555.00 C-I-P CONCRETE PILING DRIVEN 12" | | |3290 2452508/04000 1050.000 L F | 10.00000 10500.00| 1.05000 1102.50| 1.00000 1050.00 C-I-P CONCRETE PILING DRIVEN 16" | | |3300 2452519/02035 2.000 EACH | 3010.00000 6020.00| 4600.00000 9200.00| 2500.00000 5000.00 C-I-P CONCRETE TEST PILE 35 FT LONG 12" | | |3310 2452519/02045 2.000 EACH | 3870.00000 7740.00| 5125.00000 10250.00| 3500.00000 7000.00 C-I-P CONCRETE TEST PILE 45 FT LONG 12" | | |3320 2452519/04035 4.000 EACH | 3870.00000 15480.00| 6665.00000 26660.00| 3500.00000 14000.00 C-I-P CONCRETE TEST PILE 35 FT LONG 16" | | |3330 2502502/00010 LUMP | 2500.00000 2500.00| 830.00000 830.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |3340 2511501/00013 65.000 C Y | 65.00000 4225.00| 50.25000 3266.25| 50.00000 3250.00 RANDOM RIPRAP CLASS III | | |3350 2511515/00024 145.000 S Y | 5.00000 725.00| 1.55000 224.75| 5.00000 725.00 GEOTEXTILE FILTER TYPE IV (MOD) | | |3360 2545509/00011 LUMP | 8000.00000 8000.00| 5100.00000 5100.00| 5768.94000 5768.94 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 1,667,898.65| $ 1,447,156.96| $ 1,506,575.69------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE NO 73038 | | |

Page 22: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 22 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -22 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3370 2401501/01143 398.000 C Y | 255.00000 101490.00| 256.00000 101888.00| 350.00000 139300.00 STRUCTURAL CONCRETE (1A43) | | |3380 2401501/03643 509.000 C Y | 482.00000 245338.00| 461.00000 234649.00| 400.00000 203600.00 STRUCTURAL CONCRETE (3Y43) | | |3390 2401512/03636 15580.000 S F | 12.80000 199424.00| 10.25000 159695.00| 10.00000 155800.00 BRIDGE SLAB CONCRETE (3Y36) | | |3400 2401513/01146 377.000 L F | 65.00000 24505.00| 36.00000 13572.00| 40.00000 15080.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |3410 2401513/07246 365.000 L F | 75.00000 27375.00| 61.50000 22447.50| 40.00000 14600.00 TYPE P-2 (TL-4) RAILING CONCRETE (3Y46) | | |3420 2401541/00010 26390.000 LB | 0.77000 20320.30| 0.78000 20584.20| 0.75000 19792.50 REINFORCEMENT BARS | | |3430 2401541/00011 194260.000 LB | 0.95000 184547.00| 0.87000 169006.20| 0.85000 165121.00 REINFORCEMENT BARS (EPOXY COATED) | | |3440 2401601/00010 LUMP | 12000.00000 12000.00| 7500.00000 7500.00| 6000.00000 6000.00 STRUCTURE EXCAVATION | | |3450 2401601/00110 LUMP | 61500.00000 61500.00| 20500.00000 20500.00| 95000.00000 95000.00 FOUNDATION PREPARATION PIER 1 | | |3460 2401601/00120 LUMP | 61500.00000 61500.00| 20500.00000 20500.00| 95000.00000 95000.00 FOUNDATION PREPARATION PIER 2 | | |3470 2402584/00101 359.000 L F | 115.00000 41285.00| 66.75000 23963.25| 60.00000 21540.00 STRUCTURAL TUBE RAILING DESIGN T-1 | | |3480 2402591/00400 99.000 L F | 140.00000 13860.00| 139.00000 13761.00| 100.00000 9900.00 EXPANSION JOINT DEVICES TYPE 4 | | |3490 2402595/00010 34.000 EACH | 800.00000 27200.00| 585.00000 19890.00| 800.00000 27200.00 BEARING ASSEMBLY | | |3500 2404501/00200 17271.000 S F | 4.25000 73401.75| 3.60000 62175.60| 2.00000 34542.00 CONCRETE WEARING COURSE (3U17A) | | |3510 2405502/20054 1855.000 L F | 155.00000 287525.00| 161.00000 298655.00| 135.00000 250425.00 PRESTRESSED CONCRETE BEAMS MN54 | | |3520 2405511/20054 405.000 L F | 65.00000 26325.00| 49.00000 19845.00| 70.00000 28350.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |3530 2411618/00310 2423.000 S F | 1.25000 3028.75| 0.52000 1259.96| 0.75000 1817.25 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |

Page 23: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 23 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -23 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3540 2411618/00525 2423.000 S F | 12.50000 30287.50| 6.15000 14901.45| 10.00000 24230.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3550 2452507/02000 1395.000 L F | 16.00000 22320.00| 21.00000 29295.00| 20.00000 27900.00 C-I-P CONCRETE PILING DELIVERED 12" | | |3560 2452507/04000 950.000 L F | 22.00000 20900.00| 31.00000 29450.00| 30.00000 28500.00 C-I-P CONCRETE PILING DELIVERED 16" | | |3570 2452508/02000 1395.000 L F | 10.00000 13950.00| 1.05000 1464.75| 1.00000 1395.00 C-I-P CONCRETE PILING DRIVEN 12" | | |3580 2452508/04000 950.000 L F | 10.00000 9500.00| 1.05000 997.50| 1.00000 950.00 C-I-P CONCRETE PILING DRIVEN 16" | | |3590 2452519/02035 2.000 EACH | 3010.00000 6020.00| 4625.00000 9250.00| 2500.00000 5000.00 C-I-P CONCRETE TEST PILE 35 FT LONG 12" | | |3600 2452519/02045 2.000 EACH | 3870.00000 7740.00| 5125.00000 10250.00| 3500.00000 7000.00 C-I-P CONCRETE TEST PILE 45 FT LONG 12" | | |3610 2452519/04035 4.000 EACH | 3870.00000 15480.00| 6665.00000 26660.00| 3500.00000 14000.00 C-I-P CONCRETE TEST PILE 35 FT LONG 16" | | |3620 2502502/00010 LUMP | 2500.00000 2500.00| 830.00000 830.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |3630 2511501/00013 53.000 C Y | 65.00000 3445.00| 50.25000 2663.25| 50.00000 2650.00 RANDOM RIPRAP CLASS III | | |3640 2511515/00024 125.000 S Y | 5.00000 625.00| 1.55000 193.75| 5.00000 625.00 GEOTEXTILE FILTER TYPE IV (MOD) | | | SECTION TOTALS | $ 1,543,392.30| $ 1,335,847.41| $ 1,396,317.75------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 BRIDGE NO 73039 | | |3650 2401501/01143 247.000 C Y | 245.00000 60515.00| 256.00000 63232.00| 350.00000 86450.00 STRUCTURAL CONCRETE (1A43) | | |3660 2401501/03643 324.000 C Y | 450.00000 145800.00| 462.00000 149688.00| 400.00000 129600.00 STRUCTURAL CONCRETE (3Y43) | | |3670 2401512/03636 6596.000 S F | 16.20000 106855.20| 10.25000 67609.00| 10.00000 65960.00 BRIDGE SLAB CONCRETE (3Y36) | | |3680 2401513/01146 202.000 L F | 65.00000 13130.00| 36.00000 7272.00| 40.00000 8080.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |

Page 24: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 24 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -24 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3690 2401513/01246 202.000 L F | 65.00000 13130.00| 82.00000 16564.00| 50.00000 10100.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |3700 2401541/00010 18090.000 LB | 0.82000 14833.80| 0.82000 14833.80| 0.75000 13567.50 REINFORCEMENT BARS | | |3710 2401541/00011 76260.000 LB | 0.96000 73209.60| 0.97000 73972.20| 0.85000 64821.00 REINFORCEMENT BARS (EPOXY COATED) | | |3720 2401601/00010 LUMP | 15000.00000 15000.00| 7500.00000 7500.00| 6000.00000 6000.00 STRUCTURE EXCAVATION | | |3730 2402595/00010 14.000 EACH | 800.00000 11200.00| 666.00000 9324.00| 800.00000 11200.00 BEARING ASSEMBLY | | |3740 2404501/00200 8045.000 S F | 5.50000 44247.50| 3.60000 28962.00| 2.00000 16090.00 CONCRETE WEARING COURSE (3U17A) | | |3750 2405502/20063 1002.000 L F | 156.00000 156312.00| 165.00000 165330.00| 140.00000 140280.00 PRESTRESSED CONCRETE BEAMS MN63 | | |3760 2405511/20063 94.000 L F | 65.00000 6110.00| 62.50000 5875.00| 90.00000 8460.00 DIAPHRAGMS FOR TYPE MN63 PREST BEAMS | | |3770 2411618/00310 1300.000 S F | 1.25000 1625.00| 0.41000 533.00| 0.75000 975.00 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |3780 2411618/00517 387.000 S F | 12.00000 4644.00| 14.35000 5553.45| 20.00000 7740.00 ARCHITECTURAL CONCRETE TEXTURE (THIN | | | BRICK) | | |3790 2411618/00525 1300.000 S F | 12.50000 16250.00| 2.05000 2665.00| 10.00000 13000.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3800 2451505/00030 296.000 C Y | 25.00000 7400.00| 20.00000 5920.00| 12.00000 3552.00 AGGREGATE BACKFILL (CV) | | |3810 2502502/00010 LUMP | 2500.00000 2500.00| 1300.00000 1300.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |3820 2514501/00010 344.000 S Y | 110.00000 37840.00| 82.00000 28208.00| 65.00000 22360.00 CONCRETE SLOPE PAVING | | | SECTION TOTALS | $ 730,602.10| $ 654,341.45| $ 609,235.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 BRIDGE NO 73040 | | |

Page 25: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 25 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -25 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3830 2401501/01143 247.000 C Y | 243.00000 60021.00| 256.00000 63232.00| 350.00000 86450.00 STRUCTURAL CONCRETE (1A43) | | |3840 2401501/03643 323.000 C Y | 451.00000 145673.00| 461.00000 148903.00| 400.00000 129200.00 STRUCTURAL CONCRETE (3Y43) | | |3850 2401512/03636 6596.000 S F | 16.20000 106855.20| 10.25000 67609.00| 10.00000 65960.00 BRIDGE SLAB CONCRETE (3Y36) | | |3860 2401513/01146 202.000 L F | 65.00000 13130.00| 36.00000 7272.00| 40.00000 8080.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |3870 2401513/01246 202.000 L F | 65.00000 13130.00| 82.00000 16564.00| 50.00000 10100.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |3880 2401541/00010 18210.000 LB | 0.82000 14932.20| 0.82000 14932.20| 0.75000 13657.50 REINFORCEMENT BARS | | |3890 2401541/00011 75880.000 LB | 0.96000 72844.80| 0.97000 73603.60| 0.85000 64498.00 REINFORCEMENT BARS (EPOXY COATED) | | |3900 2401601/00010 LUMP | 15000.00000 15000.00| 7500.00000 7500.00| 6000.00000 6000.00 STRUCTURE EXCAVATION | | |3910 2402595/00010 14.000 EACH | 800.00000 11200.00| 666.00000 9324.00| 800.00000 11200.00 BEARING ASSEMBLY | | |3920 2404501/00200 8039.000 S F | 5.50000 44214.50| 3.60000 28940.40| 2.00000 16078.00 CONCRETE WEARING COURSE (3U17A) | | |3930 2405502/20063 1002.000 L F | 155.00000 155310.00| 164.00000 164328.00| 140.00000 140280.00 PRESTRESSED CONCRETE BEAMS MN63 | | |3940 2405511/20063 94.000 L F | 65.00000 6110.00| 62.50000 5875.00| 90.00000 8460.00 DIAPHRAGMS FOR TYPE MN63 PREST BEAMS | | |3950 2411618/00310 1312.000 S F | 1.25000 1640.00| 0.42000 551.04| 0.75000 984.00 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |3960 2411618/00517 362.000 S F | 12.00000 4344.00| 14.35000 5194.70| 20.00000 7240.00 ARCHITECTURAL CONCRETE TEXTURE (THIN | | | BRICK) | | |3970 2411618/00525 1312.000 S F | 12.50000 16400.00| 2.05000 2689.60| 10.00000 13120.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3980 2451505/00030 296.000 C Y | 25.00000 7400.00| 20.00000 5920.00| 12.00000 3552.00 AGGREGATE BACKFILL (CV) | | |

Page 26: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 26 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -26 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3990 2502502/00010 LUMP | 2500.00000 2500.00| 1300.00000 1300.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |4000 2514501/00010 344.000 S Y | 110.00000 37840.00| 82.00000 28208.00| 65.00000 22360.00 CONCRETE SLOPE PAVING | | | SECTION TOTALS | $ 728,544.70| $ 651,946.54| $ 608,219.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 BRIDGE NO 73041 | | |4010 2401501/03643 554.000 C Y | 363.00000 201102.00| 461.00000 255394.00| 400.00000 221600.00 STRUCTURAL CONCRETE (3Y43) | | |4020 2401512/03636 11895.000 S F | 15.58000 185324.10| 10.25000 121923.75| 10.00000 118950.00 BRIDGE SLAB CONCRETE (3Y36) | | |4030 2401513/01146 461.000 L F | 65.00000 29965.00| 36.00000 16596.00| 40.00000 18440.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |4040 2401541/00011 163690.000 LB | 0.95000 155505.50| 0.93000 152231.70| 0.85000 139136.50 REINFORCEMENT BARS (EPOXY COATED) | | |4050 2401601/00010 LUMP | 10000.00000 10000.00| 7500.00000 7500.00| 6000.00000 6000.00 STRUCTURE EXCAVATION | | |4060 2402590/02001 13.000 EACH | 125.00000 1625.00| 52.00000 676.00| 100.00000 1300.00 ELASTOMERIC BEARING PAD TYPE 1 | | |4070 2402595/00010 27.000 EACH | 800.00000 21600.00| 487.00000 13149.00| 400.00000 10800.00 BEARING ASSEMBLY | | |4080 2404501/00200 15710.000 S F | 4.50000 70695.00| 3.60000 56556.00| 2.00000 31420.00 CONCRETE WEARING COURSE (3U17A) | | |4090 2405502/00916 1243.000 L F | 140.00000 174020.00| 144.00000 178992.00| 115.00000 142945.00 PRESTRESSED CONCRETE BEAMS 36M | | |4100 2405511/00916 424.000 L F | 60.00000 25440.00| 31.00000 13144.00| 50.00000 21200.00 DIAPHRAGMS FOR TYPE 36M PRESTRESSED | | | BEAMS | | |4110 2452507/02000 3215.000 L F | 18.00000 57870.00| 15.40000 49511.00| 22.00000 70730.00 C-I-P CONCRETE PILING DELIVERED 12" | | |4120 2452508/02000 3215.000 L F | 10.00000 32150.00| 1.05000 3375.75| 1.00000 3215.00 C-I-P CONCRETE PILING DRIVEN 12" | | |4130 2452519/02085 4.000 EACH | 3340.00000 13360.00| 6150.00000 24600.00| 4500.00000 18000.00 C-I-P CONCRETE TEST PILE 85 FT LONG 12" | | |

Page 27: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 27 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -27 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4140 2452519/02090 4.000 EACH | 3540.00000 14160.00| 12800.00000 51200.00| 5500.00000 22000.00 C-I-P CONCRETE TEST PILE 90 FT LONG 12" | | |4150 2502502/00010 LUMP | 2500.00000 2500.00| 1300.00000 1300.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |4160 2514503/00020 945.000 S Y | 35.00000 33075.00| 25.00000 23625.00| 25.00000 23625.00 AGGREGATE SLOPE PAVING | | | SECTION TOTALS | $ 1,028,391.60| $ 969,774.20| $ 850,361.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 BRIDGE NO 73042 | | |4170 2401501/03643 563.000 C Y | 359.00000 202117.00| 461.00000 259543.00| 400.00000 225200.00 STRUCTURAL CONCRETE (3Y43) | | |4180 2401512/03633 11988.000 S F | 15.46000 185334.48| 10.25000 122877.00| 10.00000 119880.00 BRIDGE SLAB CONCRETE (3Y33) | | |4190 2401513/01146 454.000 L F | 65.00000 29510.00| 36.00000 16344.00| 40.00000 18160.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |4200 2401541/00011 53870.000 LB | 0.95000 51176.50| 0.87000 46866.90| 0.85000 45789.50 REINFORCEMENT BARS (EPOXY COATED) | | |4210 2401541/00020 81270.000 LB | 2.95000 239746.50| 2.80000 227556.00| 2.75000 223492.50 REINFORCEMENT BARS (STAINLESS STEEL) | | |4220 2401601/00010 LUMP | 10000.00000 10000.00| 7500.00000 7500.00| 6000.00000 6000.00 STRUCTURE EXCAVATION | | |4230 2402590/02001 14.000 EACH | 125.00000 1750.00| 51.00000 714.00| 100.00000 1400.00 ELASTOMERIC BEARING PAD TYPE 1 | | |4240 2402595/00010 28.000 EACH | 800.00000 22400.00| 487.00000 13636.00| 800.00000 22400.00 BEARING ASSEMBLY | | |4250 2405502/00916 1289.000 L F | 138.00000 177882.00| 143.00000 184327.00| 115.00000 148235.00 PRESTRESSED CONCRETE BEAMS 36M | | |4260 2405511/00916 427.000 L F | 60.00000 25620.00| 31.00000 13237.00| 50.00000 21350.00 DIAPHRAGMS FOR TYPE 36M PRESTRESSED | | | BEAMS | | |4270 2452507/02000 3135.000 L F | 18.00000 56430.00| 15.40000 48279.00| 22.00000 68970.00 C-I-P CONCRETE PILING DELIVERED 12" | | |4280 2452508/02000 3135.000 L F | 10.00000 31350.00| 1.05000 3291.75| 1.00000 3135.00 C-I-P CONCRETE PILING DRIVEN 12" | | |

Page 28: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 28 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -28 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4290 2452519/02085 4.000 EACH | 3340.00000 13360.00| 6150.00000 24600.00| 4500.00000 18000.00 C-I-P CONCRETE TEST PILE 85 FT LONG 12" | | |4300 2452519/02090 4.000 EACH | 3530.00000 14120.00| 12800.00000 51200.00| 5500.00000 22000.00 C-I-P CONCRETE TEST PILE 90 FT LONG 12" | | |4310 2502502/00010 LUMP | 2500.00000 2500.00| 1300.00000 1300.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |4320 2514503/00020 959.000 S Y | 35.00000 33565.00| 25.00000 23975.00| 25.00000 23975.00 AGGREGATE SLOPE PAVING | | | SECTION TOTALS | $ 1,096,861.48| $ 1,045,246.65| $ 968,987.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 BRIDGE NO 73044 | | |4330 2401501/01143 286.000 C Y | 280.00000 80080.00| 205.00000 58630.00| 350.00000 100100.00 STRUCTURAL CONCRETE (1A43) | | |4340 2401501/03643 390.000 C Y | 444.00000 173160.00| 410.00000 159900.00| 400.00000 156000.00 STRUCTURAL CONCRETE (3Y43) | | |4350 2401512/03633 7918.000 S F | 13.91000 110139.38| 10.25000 81159.50| 13.00000 102934.00 BRIDGE SLAB CONCRETE (3Y33) | | |4360 2401513/01146 644.000 L F | 65.00000 41860.00| 36.00000 23184.00| 40.00000 25760.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |4370 2401541/00010 22240.000 LB | 0.85000 18904.00| 0.77000 17124.80| 0.75000 16680.00 REINFORCEMENT BARS | | |4380 2401541/00011 94340.000 LB | 0.98000 92453.20| 0.92000 86792.80| 0.85000 80189.00 REINFORCEMENT BARS (EPOXY COATED) | | |4390 2401601/00010 LUMP | 30000.00000 30000.00| 7500.00000 7500.00| 6000.00000 6000.00 STRUCTURE EXCAVATION | | |4400 2402591/00500 72.000 L F | 140.00000 10080.00| 154.00000 11088.00| 100.00000 7200.00 EXPANSION JOINT DEVICES TYPE 5 | | |4410 2402595/00010 16.000 EACH | 800.00000 12800.00| 512.00000 8192.00| 800.00000 12800.00 BEARING ASSEMBLY | | |4420 2405502/20063 1052.000 L F | 155.00000 163060.00| 164.00000 172528.00| 140.00000 147280.00 PRESTRESSED CONCRETE BEAMS MN63 | | |4430 2405511/20063 138.000 L F | 65.00000 8970.00| 49.00000 6762.00| 90.00000 12420.00 DIAPHRAGMS FOR TYPE MN63 PREST BEAMS | | |4440 2411618/00310 935.000 S F | 1.25000 1168.75| 0.52000 486.20| 0.75000 701.25 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |

Page 29: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 29 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -29 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 0 ) -EST- |( 1 ) K020 |( 2 ) M260 |ENGINEER'S ESTIMATE |KGM CONTRACTORS INC |THE MATHIOWETZ CONSTRUCTION CLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4450 2411618/00517 480.000 S F | 12.00000 5760.00| 14.35000 6888.00| 20.00000 9600.00 ARCHITECTURAL CONCRETE TEXTURE (THIN | | | BRICK) | | |4460 2411618/00525 935.000 S F | 12.50000 11687.50| 4.10000 3833.50| 10.00000 9350.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |4470 2451505/00030 278.000 C Y | 25.00000 6950.00| 20.00000 5560.00| 12.00000 3336.00 AGGREGATE BACKFILL (CV) | | |4480 2502502/00010 LUMP | 2500.00000 2500.00| 1200.00000 1200.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |4490 2514501/00010 123.000 S Y | 110.00000 13530.00| 102.00000 12546.00| 65.00000 7995.00 CONCRETE SLOPE PAVING | | | SECTION TOTALS | $ 783,102.83| $ 663,374.80| $ 699,345.25------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 39,687,241.54| $ 32,204,311.46| $ 32,568,867.89====================================================================================================================================

Page 30: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 30 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -30 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 GRADING, CONC & BIT PAVING ETC | | |0010 2021501/00010 LUMP | 1244000.00000 1244000.00| 1545000.00000 1545000.00| 1510000.00000 1510000.00 MOBILIZATION | | |0020 2031501/00040 1.000 EACH | 35000.00000 35000.00| 15000.00000 15000.00| 35000.00000 35000.00 FIELD OFFICE TYPE D | | |0030 2031503/00040 1.000 EACH | 35000.00000 35000.00| 15000.00000 15000.00| 45000.00000 45000.00 FIELD LABORATORY TYPE D | | |0040 2041610/00010 8900.000 HOUR | 0.50000 4450.00| 1.00000 8900.00| 1.00000 8900.00 TRAINEES | | |0050 2051501/00010 LUMP | 1.00000 1.00| 1.00000 1.00| 100.00000 100.00 MAINT AND RESTORATION OF HAUL ROADS | | |0060 2101501/00010 8.700 ACRE | 1240.00000 10788.00| 2200.00000 19140.00| 2300.00000 20010.00 CLEARING | | |0070 2101502/00010 295.000 TREE | 24.00000 7080.00| 100.00000 29500.00| 35.00000 10325.00 CLEARING | | |0080 2101506/00010 8.700 ACRE | 1240.00000 10788.00| 2200.00000 19140.00| 2500.00000 21750.00 GRUBBING | | |0090 2101507/00010 295.000 TREE | 24.00000 7080.00| 50.00000 14750.00| 75.00000 22125.00 GRUBBING | | |0100 2102502/00010 1700.000 L F | 0.50000 850.00| 0.50000 850.00| 0.50000 850.00 PAVEMENT MARKING REMOVAL | | |0110 2103501/00011 LUMP | 4650.00000 4650.00| 7000.00000 7000.00| 6000.00000 6000.00 BUILDING REMOVAL A | | |0120 2103501/00012 LUMP | 2500.00000 2500.00| 7000.00000 7000.00| 6000.00000 6000.00 BUILDING REMOVAL B | | |0130 2103501/00013 LUMP | 13000.00000 13000.00| 9000.00000 9000.00| 6000.00000 6000.00 BUILDING REMOVAL C | | |0140 2103501/00014 LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 6000.00000 6000.00 BUILDING REMOVAL D | | |0150 2104501/00003 1635.000 L F | 5.00000 8175.00| 5.00000 8175.00| 5.00000 8175.00 REMOVE PIPE DRAIN | | |0160 2104501/00010 1389.000 L F | 10.00000 13890.00| 8.00000 11112.00| 8.00000 11112.00 REMOVE PIPE CULVERTS | | |0170 2104501/00016 504.000 L F | 5.00000 2520.00| 8.00000 4032.00| 8.00000 4032.00 REMOVE SEWER PIPE (STORM) | | |

Page 31: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 31 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -31 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0180 2104501/00022 746.000 L F | 3.00000 2238.00| 7.00000 5222.00| 7.00000 5222.00 REMOVE CURB AND GUTTER | | |0190 2104501/00035 17802.000 L F | 1.00000 17802.00| 1.00000 17802.00| 1.00000 17802.00 REMOVE FENCE | | |0200 2104501/00097 28.000 L F | 40.00000 1120.00| 50.00000 1400.00| 50.00000 1400.00 REMOVE CATTLE PASS | | |0210 2104503/00024 57.000 S F | 10.00000 570.00| 6.00000 342.00| 4.00000 228.00 REMOVE CONCRETE DRIVEWAY PAVEMENT | | |0220 2104503/00120 107042.000 S F | 0.07000 7492.94| 0.40000 42816.80| 0.40000 42816.80 REMOVE BITUMINOUS SHOULDER PAVEMENT | | |0230 2104505/00120 50393.000 S Y | 0.99000 49889.07| 2.50000 125982.50| 2.50000 125982.50 REMOVE BITUMINOUS PAVEMENT | | |0240 2104505/00121 3884.000 S Y | 0.66000 2563.44| 1.40000 5437.60| 1.40000 5437.60 REMOVE BITUMINOUS SURFACING | | |0250 2104507/00090 900.000 C Y | 10.00000 9000.00| 19.00000 17100.00| 10.00000 9000.00 REMOVE CONCRETE RUBBLE | | |0260 2104509/00004 1.000 EACH | 500.00000 500.00| 18000.00000 18000.00| 15000.00000 15000.00 REMOVE TEMPORARY CROSS-OVER | | |0270 2104509/00013 27.000 EACH | 100.00000 2700.00| 200.00000 5400.00| 300.00000 8100.00 REMOVE PIPE APRON | | |0280 2104509/00030 3.000 EACH | 750.00000 2250.00| 750.00000 2250.00| 600.00000 1800.00 REMOVE SEPTIC TANK | | |0290 2104509/00046 2.000 EACH | 25.00000 50.00| 36.00000 72.00| 36.00000 72.00 REMOVE PERMANENT BARRICADE | | |0300 2104509/00100 7.000 EACH | 400.00000 2800.00| 400.00000 2800.00| 300.00000 2100.00 REMOVE MANHOLE OR CATCH BASIN | | |0310 2104509/00111 2.000 EACH | 1000.00000 2000.00| 1000.00000 2000.00| 250.00000 500.00 REMOVE HYDRANT | | |0320 2104509/00180 7.000 EACH | 25.00000 175.00| 18.00000 126.00| 18.00000 126.00 REMOVE MARKER | | |0330 2104509/00203 22.000 EACH | 35.00000 770.00| 36.00000 792.00| 36.00000 792.00 REMOVE SIGN TYPE C | | |0340 2104509/00205 10.000 EACH | 125.00000 1250.00| 54.00000 540.00| 54.00000 540.00 REMOVE SIGN TYPE D | | |0350 2104511/00011 18.000 L F | 21.00000 378.00| 8.00000 144.00| 25.00000 450.00 SAWING CONCRETE PAVEMENT (FULL DEPTH) | | |

Page 32: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 32 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -32 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0360 2104513/00011 2633.000 L F | 2.10000 5529.30| 1.78000 4686.74| 2.10000 5529.30 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | | |0370 2104525/00011 10.000 EACH | 550.00000 5500.00| 550.00000 5500.00| 600.00000 6000.00 ABANDON & SEAL WELL SHAFT | | |0380 2105604/00085 3585.000 S Y | 4.00000 14340.00| 4.00000 14340.00| 3.00000 10755.00 PLASTIC LINER | | |0400 2106607/00010 1603919.000 C Y | 2.00000 3207838.00| 2.36000 3785248.84| 2.50000 4009797.50 EXCAVATION - COMMON | | |0410 2106607/00020 184384.000 C Y | 2.00000 368768.00| 2.36000 435146.24| 1.80000 331891.20 EXCAVATION - SUBGRADE | | |0420 2106607/00030 68929.000 C Y | 2.00000 137858.00| 2.36000 162672.44| 5.00000 344645.00 EXCAVATION - MUCK | | |0430 2106607/00060 2559019.000 C Y | 1.00000 2559019.00| 0.50000 1279509.50| 0.40000 1023607.60 COMMON EMBANKMENT (CV) | | |0440 2106607/00080 47220.000 C Y | 2.00000 94440.00| 2.70000 127494.00| 7.25000 342345.00 SELECT GRANULAR EMBANKMENT (CV) | | |0450 2106607/00110 10335.000 C Y | 2.00000 20670.00| 9.00000 93015.00| 12.00000 124020.00 SELECT GRANULAR EMBANKMENT MODIFIED 10% | | | (CV) | | |0460 2106607/00120 127095.000 C Y | 2.00000 254190.00| 2.70000 343156.50| 7.25000 921438.75 SELECT GRANULAR EMBANKMENT MUCK (CV) | | |0462 2106607/08010 1599622.000 C Y | 2.00000 3199244.00| 2.36000 3775107.92| 2.50000 3999055.00 SUPPLEMENTAL DESCRIPTION EXCAVATION | | | SPECIAL | | |0470 2123610/00020 25.000 HOUR | 135.00000 3375.00| 250.00000 6250.00| 150.00000 3750.00 TRACTOR MOUNTED BACKHOE | | |0480 2123612/00020 24.000 WEEK | 3500.00000 84000.00| 2800.00000 67200.00| 6000.00000 144000.00 COMPACTOR | | |0490 2211503/00030 11814.000 C Y | 14.50000 171303.00| 11.33000 133852.62| 11.33000 133852.62 AGGREGATE BASE (CV) CLASS 3 | | |0500 2211503/00050 71596.000 C Y | 13.00000 930748.00| 13.67000 978717.32| 13.67000 978717.32 AGGREGATE BASE (CV) CLASS 5 | | |0510 2211607/00015 31220.000 C Y | 31.00000 967820.00| 39.46000 1231941.20| 37.00000 1155140.00 OPEN GRADED AGGREGATE BASE (CV) | | |0520 2221503/00050 15302.000 C Y | 21.00000 321342.00| 13.93000 213156.86| 13.93000 213156.86 AGGREGATE SHOULDERING (CV) CLASS 5 | | |

Page 33: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 33 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -33 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0530 2221609/00011 1260.000 TON | 15.00000 18900.00| 10.40000 13104.00| 10.40000 13104.00 AGGREGATE SHOULDERING SPECIAL | | |0540 2301529/00011 63434.000 LB | 1.10000 69777.40| 1.10000 69777.40| 0.67000 42500.78 REINFORCEMENT BARS (EPOXY COATED) | | |0550 2301531/00530 628.000 L F | 40.00000 25120.00| 40.00000 25120.00| 37.00000 23236.00 EXPANSION JOINTS DESIGN E8H | | |0560 2301538/00010 123465.000 EACH | 5.20000 642018.00| 5.20000 642018.00| 5.48000 676588.20 DOWEL BAR | | |0570 2301541/00404 1248.000 L F | 4.00000 4992.00| 4.00000 4992.00| 7.00000 8736.00 INTEGRANT CURB DESIGN D4 | | |0580 2301553/00010 2797.000 S Y | 60.00000 167820.00| 120.00000 335640.00| 83.00000 232151.00 BRIDGE APPROACH PANELS | | |0590 2301561/00010 180.000 L F | 40.00000 7200.00| 40.00000 7200.00| 10.00000 1800.00 PERMANENT TERMINAL HEADER | | |0600 2301604/01080 269969.000 S Y | 19.52000 5269794.88| 19.25000 5196903.25| 19.45000 5250897.05 CONCRETE PAVEMENT 8.0" | | |0610 2301604/02040 60548.000 S Y | 10.00000 605480.00| 10.00000 605480.00| 10.00000 605480.00 CONCRETE SHOULDER 4.0" | | |0620 2360501/22300 19011.000 TON | 57.00000 1083627.00| 57.00000 1083627.00| 57.00000 1083627.00 TYPE SP 12.5 WEARING COURSE MIXTURE (2, | | | C) | | |0630 2360501/24300 8342.000 TON | 57.00000 475494.00| 57.00000 475494.00| 57.00000 475494.00 TYPE SP 12.5 WEARING COURSE MIXTURE (4, | | | C) | | |0640 2360502/24200 3863.000 TON | 48.00000 185424.00| 48.00000 185424.00| 48.00000 185424.00 TYPE SP 12.5 NON WEARING COURSE MIXTURE | | | (4,B) | | |0650 2411604/00033 1831.000 S Y | 125.00000 228875.00| 100.00000 183100.00| 97.00000 177607.00 REINFORCED SOIL SLOPE | | |0660 2412511/14060 405.000 L F | 850.00000 344250.00| 900.00000 364500.00| 767.00000 310635.00 14X6 PRECAST CONCRETE BOX CULVERT | | |0670 2412512/14060 2.000 EACH | 11250.00000 22500.00| 9000.00000 18000.00| 8806.00000 17612.00 14X6 PRECAST CONCRETE BOX CULVERT END | | | SECTION | | |0680 2451509/00030 7712.000 C Y | 15.00000 115680.00| 19.00000 146528.00| 18.00000 138816.00 AGGREGATE BEDDING (CV) | | |

Page 34: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 34 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -34 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0690 2501511/02120 238.000 L F | 25.00000 5950.00| 17.00000 4046.00| 19.00000 4522.00 12" CAS PIPE CULVERT | | |0700 2501511/02150 25.000 L F | 45.00000 1125.00| 26.00000 650.00| 23.00000 575.00 15" CAS PIPE CULVERT | | |0710 2501511/02240 38.000 L F | 53.00000 2014.00| 27.00000 1026.00| 35.00000 1330.00 24" CAS PIPE CULVERT | | |0720 2501511/90122 194.000 L F | 20.00000 3880.00| 16.00000 3104.00| 19.00000 3686.00 12" RC PIPE CULVERT | | |0730 2501511/90182 702.000 L F | 23.00000 16146.00| 18.00000 12636.00| 22.00000 15444.00 18" RC PIPE CULVERT | | |0740 2501511/90183 100.000 L F | 23.00000 2300.00| 18.00000 1800.00| 23.00000 2300.00 18" RC PIPE CULVERT CLASS III | | |0750 2501511/90184 108.000 L F | 27.00000 2916.00| 21.00000 2268.00| 23.00000 2484.00 18" RC PIPE CULVERT CLASS IV | | |0760 2501511/90242 376.000 L F | 27.00000 10152.00| 25.00000 9400.00| 27.00000 10152.00 24" RC PIPE CULVERT | | |0770 2501511/90244 262.000 L F | 32.00000 8384.00| 30.00000 7860.00| 29.00000 7598.00 24" RC PIPE CULVERT CLASS IV | | |0780 2501511/90245 694.000 L F | 34.00000 23596.00| 33.00000 22902.00| 37.00000 25678.00 24" RC PIPE CULVERT CLASS V | | |0790 2501511/90248 50.000 L F | 550.00000 27500.00| 550.00000 27500.00| 231.00000 11550.00 24" RC PIPE CULVERT CLASS IV-JACKED | | |0800 2501511/90249 98.000 L F | 415.00000 40670.00| 550.00000 53900.00| 346.00000 33908.00 24" RC PIPE CULVERT CLASS V-JACKED | | |0810 2501511/90302 238.000 L F | 39.00000 9282.00| 39.50000 9401.00| 41.00000 9758.00 30" RC PIPE CULVERT | | |0820 2501511/90305 202.000 L F | 67.00000 13534.00| 58.50000 11817.00| 57.00000 11514.00 30" RC PIPE CULVERT CLASS V | | |0830 2501511/90362 62.000 L F | 67.00000 4154.00| 57.35000 3555.70| 51.00000 3162.00 36" RC PIPE CULVERT | | |0840 2501511/90363 90.000 L F | 67.00000 6030.00| 57.35000 5161.50| 54.00000 4860.00 36" RC PIPE CULVERT CLASS III | | |0850 2501511/90422 56.000 L F | 109.00000 6104.00| 71.50000 4004.00| 70.00000 3920.00 42" RC PIPE CULVERT | | |0860 2501511/90482 64.000 L F | 118.00000 7552.00| 84.00000 5376.00| 79.00000 5056.00 48" RC PIPE CULVERT | | |

Page 35: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 35 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -35 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0870 2501515/90120 14.000 EACH | 222.00000 3108.00| 310.00000 4340.00| 279.00000 3906.00 12" RC PIPE APRON | | |0880 2501515/90150 2.000 EACH | 242.00000 484.00| 355.00000 710.00| 318.00000 636.00 15" RC PIPE APRON | | |0890 2501515/90180 25.000 EACH | 268.00000 6700.00| 375.00000 9375.00| 338.00000 8450.00 18" RC PIPE APRON | | |0900 2501515/90240 36.000 EACH | 326.00000 11736.00| 440.00000 15840.00| 375.00000 13500.00 24" RC PIPE APRON | | |0910 2501515/90300 10.000 EACH | 414.00000 4140.00| 532.00000 5320.00| 439.00000 4390.00 30" RC PIPE APRON | | |0920 2501515/90360 11.000 EACH | 607.00000 6677.00| 725.00000 7975.00| 618.00000 6798.00 36" RC PIPE APRON | | |0930 2501515/90420 2.000 EACH | 746.00000 1492.00| 890.00000 1780.00| 780.00000 1560.00 42" RC PIPE APRON | | |0940 2501515/90480 4.000 EACH | 859.00000 3436.00| 1075.00000 4300.00| 883.00000 3532.00 48" RC PIPE APRON | | |0950 2501515/90540 2.000 EACH | 1043.00000 2086.00| 1350.00000 2700.00| 1016.00000 2032.00 54" RC PIPE APRON | | |0960 2501521/90222 294.000 L F | 40.00000 11760.00| 44.00000 12936.00| 54.00000 15876.00 22" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | |0970 2501521/90442 54.000 L F | 126.00000 6804.00| 98.00000 5292.00| 91.00000 4914.00 44" SPAN RC PIPE-ARCH CULVERT CLASS IIA | | |0980 2501525/90220 6.000 EACH | 306.00000 1836.00| 450.00000 2700.00| 330.00000 1980.00 22" SPAN RC PIPE-ARCH APRON | | |0990 2501525/90440 4.000 EACH | 666.00000 2664.00| 805.00000 3220.00| 626.00000 2504.00 44" SPAN RC PIPE-ARCH APRON | | |1000 2501567/10420 2.000 EACH | 1458.00000 2916.00| 2100.00000 4200.00| 1675.00000 3350.00 42" RC SAFETY APRON & GRATE DESIGN 3132 | | |1010 2501567/10480 2.000 EACH | 1675.00000 3350.00| 2500.00000 5000.00| 1931.00000 3862.00 48" RC SAFETY APRON & GRATE DESIGN 3132 | | |1020 2501569/02918 24.000 EACH | 300.00000 7200.00| 450.00000 10800.00| 321.00000 7704.00 18" RC SAFETY APRON | | |1030 2501569/02924 9.000 EACH | 338.00000 3042.00| 480.00000 4320.00| 377.00000 3393.00 24" RC SAFETY APRON | | |1040 2501569/02930 5.000 EACH | 452.00000 2260.00| 595.00000 2975.00| 456.00000 2280.00 30" RC SAFETY APRON | | |

Page 36: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 36 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -36 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1050 2501569/02936 1.000 EACH | 666.00000 666.00| 825.00000 825.00| 598.00000 598.00 36" RC SAFETY APRON | | |1060 2501602/00013 1.000 EACH | 1500.00000 1500.00| 2500.00000 2500.00| 2130.00000 2130.00 PLUG FILL & ABANDON PIPE CULVERT | | |1070 2501602/00415 2.000 EACH | 149.00000 298.00| 355.00000 710.00| 134.00000 268.00 15" PIPE APRON | | |1080 2501602/00518 26.000 EACH | 219.00000 5694.00| 450.00000 11700.00| 196.00000 5096.00 18" SAFETY APRON | | |1090 2501602/00728 1.000 EACH | 350.00000 350.00| 470.00000 470.00| 383.00000 383.00 28" SPAN PIPE-ARCH APRON | | |1100 2501602/05022 6.000 EACH | 597.00000 3582.00| 850.00000 5100.00| 574.00000 3444.00 SAFETY GRATE FOR 22" SPAN RC PIPE-ARCH | | | APRON | | |1110 2501602/05044 4.000 EACH | 776.00000 3104.00| 1075.00000 4300.00| 810.00000 3240.00 SAFETY GRATE FOR 44" SPAN RC PIPE-ARCH | | | APRON | | |1120 2501603/00615 50.000 L F | 50.00000 2500.00| 22.00000 1100.00| 22.00000 1100.00 15" PIPE CULVERT | | |1130 2501603/00618 935.000 L F | 26.00000 24310.00| 17.00000 15895.00| 23.00000 21505.00 18" PIPE CULVERT | | |1140 2502501/00040 269.000 EACH | 85.00000 22865.00| 85.00000 22865.00| 95.00000 25555.00 4" PRECAST CONCRETE HEADWALL | | |1150 2502521/01040 2899.000 L F | 3.50000 10146.50| 3.50000 10146.50| 5.00000 14495.00 4" TP PIPE DRAIN | | |1160 2502521/07120 220.000 L F | 20.00000 4400.00| 15.00000 3300.00| 21.50000 4730.00 12" PE PIPE DRAIN | | |1170 2502521/07241 48.000 L F | 40.00000 1920.00| 30.00000 1440.00| 67.00000 3216.00 24" PE PIPE DRAIN (SMOOTH) | | |1180 2502541/07040 105274.000 L F | 1.57000 165280.18| 1.60000 168438.40| 1.85000 194756.90 4" PERF PE PIPE DRAIN | | |1190 2503511/90123 1078.000 L F | 18.00000 19404.00| 18.00000 19404.00| 17.00000 18326.00 12" RC PIPE SEWER CLASS III | | |1200 2503511/90153 406.000 L F | 20.00000 8120.00| 20.00000 8120.00| 21.00000 8526.00 15" RC PIPE SEWER CLASS III | | |1210 2503511/90183 4603.000 L F | 21.00000 96663.00| 21.00000 96663.00| 23.00000 105869.00 18" RC PIPE SEWER CLASS III | | |

Page 37: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 37 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -37 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1220 2503511/90242 99.000 L F | 24.00000 2376.00| 24.00000 2376.00| 29.00000 2871.00 24" RC PIPE SEWER | | |1230 2503511/90243 2366.000 L F | 24.00000 56784.00| 24.00000 56784.00| 27.00000 63882.00 24" RC PIPE SEWER CLASS III | | |1240 2503511/90303 676.000 L F | 34.00000 22984.00| 34.00000 22984.00| 40.00000 27040.00 30" RC PIPE SEWER CLASS III | | |1250 2503511/90363 1943.000 L F | 44.00000 85492.00| 44.00000 85492.00| 52.00000 101036.00 36" RC PIPE SEWER CLASS III | | |1260 2503511/90423 191.000 L F | 60.00000 11460.00| 60.00000 11460.00| 72.00000 13752.00 42" RC PIPE SEWER CLASS III | | |1270 2503511/90483 495.000 L F | 75.00000 37125.00| 75.00000 37125.00| 78.00000 38610.00 48" RC PIPE SEWER CLASS III | | |1280 2503511/90543 232.000 L F | 90.00000 20880.00| 90.00000 20880.00| 103.00000 23896.00 54" RC PIPE SEWER CLASS III | | |1290 2503521/90282 6.000 L F | 100.00000 600.00| 100.00000 600.00| 87.00000 522.00 28" SPAN RC PIPE-ARCH SEWER CLASS IIA | | |1300 2503541/90123 664.000 L F | 20.00000 13280.00| 20.00000 13280.00| 18.00000 11952.00 12" RC PIPE SEWER DESIGN 3006 CLASS III | | |1310 2503541/90153 9.000 L F | 28.00000 252.00| 28.00000 252.00| 24.00000 216.00 15" RC PIPE SEWER DESIGN 3006 CLASS III | | |1320 2503541/90183 1259.000 L F | 23.00000 28957.00| 23.00000 28957.00| 24.00000 30216.00 18" RC PIPE SEWER DESIGN 3006 CLASS III | | |1330 2503541/90243 444.000 L F | 28.00000 12432.00| 28.00000 12432.00| 31.00000 13764.00 24" RC PIPE SEWER DESIGN 3006 CLASS III | | |1340 2503541/90303 127.000 L F | 36.00000 4572.00| 36.00000 4572.00| 43.00000 5461.00 30" RC PIPE SEWER DESIGN 3006 CLASS III | | |1350 2503541/90363 183.000 L F | 50.00000 9150.00| 50.00000 9150.00| 56.00000 10248.00 36" RC PIPE SEWER DESIGN 3006 CLASS III | | |1360 2503602/00041 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 1500.00000 3000.00 CONNECT TO EXISTING MANHOLES (SAN) | | |1370 2503602/00043 7.000 EACH | 500.00000 3500.00| 500.00000 3500.00| 800.00000 5600.00 CONNECT TO EXISTING FORCE MAIN | | |1380 2503602/13403 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 150.00000 300.00 8"X6" PVC WYE | | |1390 2503603/00106 60.000 L F | 20.00000 1200.00| 20.00000 1200.00| 14.00000 840.00 6" PVC PIPE SEWER | | |

Page 38: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 38 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -38 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1400 2503603/00108 1592.000 L F | 30.00000 47760.00| 30.00000 47760.00| 21.00000 33432.00 8" PVC PIPE SEWER | | |1410 2503603/00806 550.000 L F | 18.00000 9900.00| 18.00000 9900.00| 12.00000 6600.00 6" PVC FORCE MAIN | | |1420 2503603/00812 1286.000 L F | 27.00000 34722.00| 27.00000 34722.00| 24.00000 30864.00 12" PVC FORCE MAIN | | |1430 2503603/03200 1800.000 L F | 52.00000 93600.00| 52.00000 93600.00| 60.50000 108900.00 20" STEEL CASING PIPE | | |1440 2503603/03205 120.000 L F | 155.00000 18600.00| 155.00000 18600.00| 245.00000 29400.00 20" STEEL CASING PIPE (JACKED) | | |1450 2503603/03240 644.000 L F | 60.00000 38640.00| 60.00000 38640.00| 68.50000 44114.00 24" STEEL CASING PIPE | | |1460 2504601/00001 LUMP | 7450.00000 7450.00| 5000.00000 5000.00| 25000.00000 25000.00 IRRIGATION SYSTEM | | |1470 2504602/00010 7.000 EACH | 1200.00000 8400.00| 1200.00000 8400.00| 750.00000 5250.00 CONNECT TO EXISTING WATER MAIN | | |1480 2504602/00020 6.000 EACH | 2800.00000 16800.00| 2800.00000 16800.00| 2500.00000 15000.00 HYDRANT | | |1490 2504602/00410 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 1" CORPORATION STOP | | |1500 2504602/00808 5.000 EACH | 1400.00000 7000.00| 1400.00000 7000.00| 1250.00000 6250.00 8" GATE VALVE AND BOX | | |1510 2504602/00810 3.000 EACH | 2000.00000 6000.00| 2000.00000 6000.00| 1950.00000 5850.00 10" GATE VALVE AND BOX | | |1520 2504602/00812 2.000 EACH | 2400.00000 4800.00| 2400.00000 4800.00| 2500.00000 5000.00 12" GATE VALVE AND BOX | | |1530 2504602/03100 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 175.00000 350.00 1" CURB STOP & BOX | | |1540 2504603/00710 40.000 L F | 24.00000 960.00| 24.00000 960.00| 15.00000 600.00 1" TYPE K COPPER PIPE | | |1550 2504603/02006 46.000 L F | 25.00000 1150.00| 25.00000 1150.00| 15.00000 690.00 6" PVC WATERMAIN | | |1560 2504603/02008 1614.000 L F | 21.00000 33894.00| 21.00000 33894.00| 15.22000 24565.08 8" PVC WATERMAIN | | |1570 2504603/02010 3765.000 L F | 23.00000 86595.00| 23.00000 86595.00| 20.00000 75300.00 10" PVC WATERMAIN | | |

Page 39: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 39 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -39 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1580 2504603/04201 120.000 L F | 165.00000 19800.00| 165.00000 19800.00| 245.00000 29400.00 20" STEEL CASING PIPE (JACKED) | | |1590 2504603/04240 1030.000 L F | 60.00000 61800.00| 60.00000 61800.00| 68.50000 70555.00 24" STEEL CASING PIPE | | |1600 2504604/01100 109.000 S Y | 22.00000 2398.00| 22.00000 2398.00| 25.00000 2725.00 4" POLYSTYRENE INSULATION | | |1610 2504608/00020 4199.000 LB | 6.50000 27293.50| 6.50000 27293.50| 7.00000 29393.00 DUCTILE IRON FITTINGS | | |1620 2506501/00012 299.900 L F | 120.00000 35988.00| 120.00000 35988.00| 150.00000 44985.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN A | | | OR F | | |1630 2506501/00032 22.100 L F | 130.00000 2873.00| 130.00000 2873.00| 180.00000 3978.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN C | | | OR G | | |1640 2506501/00033 23.400 L F | 120.00000 2808.00| 120.00000 2808.00| 150.00000 3510.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN C G | | | OR H | | |1650 2506501/00080 6.400 L F | 150.00000 960.00| 150.00000 960.00| 150.00000 960.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN H | | |1660 2506501/00090 28.100 L F | 300.00000 8430.00| 300.00000 8430.00| 150.00000 4215.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN I | | |1670 2506501/00190 4.100 L F | 180.00000 738.00| 180.00000 738.00| 222.00000 910.20 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SD-48 | | |1680 2506501/00196 5.700 L F | 400.00000 2280.00| 400.00000 2280.00| 425.00000 2422.50 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SD-72 | | |1690 2506501/02007 59.900 L F | 180.00000 10782.00| 180.00000 10782.00| 210.00000 12579.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN 400 | | |1700 2506501/02420 61.700 L F | 170.00000 10489.00| 170.00000 10489.00| 170.00000 10489.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 48-4020 | | |1710 2506501/02720 35.700 L F | 260.00000 9282.00| 260.00000 9282.00| 250.00000 8925.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 54-4020 | | |

Page 40: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 40 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -40 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1720 2506501/03020 79.400 L F | 260.00000 20644.00| 260.00000 20644.00| 300.00000 23820.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 60-4020 | | |1730 2506501/03320 14.000 L F | 350.00000 4900.00| 350.00000 4900.00| 375.00000 5250.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 66-4020 | | |1740 2506501/03620 6.000 L F | 425.00000 2550.00| 425.00000 2550.00| 472.00000 2832.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 72-4020 | | |1750 2506501/04220 6.000 L F | 560.00000 3360.00| 560.00000 3360.00| 577.00000 3462.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | 84-4020 | | |1760 2506502/00300 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00| 4900.00000 4900.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL | | |1770 2506502/00301 9.000 EACH | 3000.00000 27000.00| 3000.00000 27000.00| 4000.00000 36000.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 1 | | |1780 2506502/00302 3.000 EACH | 3000.00000 9000.00| 3000.00000 9000.00| 2500.00000 7500.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 2 | | |1790 2506502/00303 1.000 EACH | 3000.00000 3000.00| 3000.00000 3000.00| 3500.00000 3500.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 3 | | |1800 2506502/00304 1.000 EACH | 2100.00000 2100.00| 2100.00000 2100.00| 2500.00000 2500.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN | | | SPECIAL 4 | | |1810 2506516/00010 83.000 EACH | 420.00000 34860.00| 420.00000 34860.00| 425.00000 35275.00 CASTING ASSEMBLY | | |1820 2506522/00011 6.000 EACH | 400.00000 2400.00| 400.00000 2400.00| 200.00000 1200.00 ADJUST FRAME & RING CASTING | | |1830 2506602/00036 2.000 EACH | 731.00000 1462.00| 500.00000 1000.00| 100.00000 200.00 GRATE CASTING SPECIAL | | |1840 2511501/00012 3972.000 C Y | 45.00000 178740.00| 46.00000 182712.00| 46.00000 182712.00 RANDOM RIPRAP CLASS II | | |

Page 41: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 41 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -41 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------1850 2511501/00013 320.000 C Y | 45.00000 14400.00| 46.00000 14720.00| 46.00000 14720.00 RANDOM RIPRAP CLASS III | | |1860 2511503/00010 493.000 C Y | 55.00000 27115.00| 46.00000 22678.00| 46.00000 22678.00 QUARRY RUN RIPRAP | | |1870 2521501/00030 4042.000 S F | 2.00000 8084.00| 3.00000 12126.00| 2.25000 9094.50 3" CONCRETE WALK | | |1880 2521501/00040 479.000 S F | 3.50000 1676.50| 4.00000 1916.00| 3.75000 1796.25 4" CONCRETE WALK | | |1890 2521501/00060 193.000 S F | 4.50000 868.50| 5.00000 965.00| 6.00000 1158.00 6" CONCRETE WALK | | |1900 2531501/02120 4631.000 L F | 11.00000 50941.00| 11.00000 50941.00| 11.50000 53256.50 CONCRETE CURB & GUTTER DESIGN B424 | | |1910 2531501/04180 107.000 L F | 20.00000 2140.00| 16.25000 1738.75| 22.00000 2354.00 CONCRETE CURB & GUTTER DESIGN D418 | | |1920 2531507/00080 75.000 S Y | 54.00000 4050.00| 45.00000 3375.00| 55.00000 4125.00 8" CONCRETE DRIVEWAY PAVEMENT | | |1930 2531618/00010 60.000 S F | 35.00000 2100.00| 32.00000 1920.00| 40.00000 2400.00 TRUNCATED DOMES | | |1940 2533507/00010 3175.000 L F | 14.00000 44450.00| 13.75000 43656.25| 13.75000 43656.25 PORTABLE PRECAST CONCRETE BARRIER | | | DESIGN 8337 | | |1950 2540602/00150 2.000 EACH | 115.00000 230.00| 125.00000 250.00| 125.00000 250.00 MAIL BOX SUPPORT | | |1960 2545511/00101 9.000 EACH | 3435.00000 30915.00| 3777.00000 33993.00| 3777.00000 33993.00 LIGHTING UNIT TYPE SPECIAL 1 | | |1970 2545511/00102 2.000 EACH | 3150.00000 6300.00| 3347.00000 6694.00| 3347.00000 6694.00 LIGHTING UNIT TYPE SPECIAL 2 | | |1980 2545511/00103 4.000 EACH | 3000.00000 12000.00| 3300.00000 13200.00| 3300.00000 13200.00 LIGHTING UNIT TYPE SPECIAL 3 | | |1990 2545511/06240 1.000 EACH | 2400.00000 2400.00| 2237.00000 2237.00| 2237.00000 2237.00 LIGHTING UNIT TYPE 6B-40 | | |2000 2545511/09040 48.000 EACH | 1585.00000 76080.00| 1507.00000 72336.00| 1507.00000 72336.00 LIGHTING UNIT TYPE 9-40 | | |2010 2545511/09440 4.000 EACH | 1781.00000 7124.00| 2117.00000 8468.00| 2117.00000 8468.00 LIGTHING UNIT TYPE 9D-40 | | |

Page 42: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 42 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -42 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2020 2545514/00040 2.000 EACH | 610.00000 1220.00| 750.00000 1500.00| 750.00000 1500.00 UNDERPASS LIGHTING FIXTURE TYPE L | | |2030 2545515/00005 52.000 EACH | 500.00000 26000.00| 517.00000 26884.00| 517.00000 26884.00 LIGHT BASE DESIGN E | | |2040 2545515/00006 9.000 EACH | 500.00000 4500.00| 527.00000 4743.00| 527.00000 4743.00 LIGHT BASE DESIGN E MODIFIED | | |2050 2545521/00027 130.000 L F | 4.50000 585.00| 6.97000 906.10| 6.97000 906.10 1" RIGID STEEL CONDUIT | | |2060 2545521/00053 400.000 L F | 8.77000 3508.00| 8.97000 3588.00| 8.97000 3588.00 2" RIGID STEEL CONDUIT | | |2070 2545523/00041 700.000 L F | 2.30000 1610.00| 2.97000 2079.00| 2.97000 2079.00 1.5" NON-METALLIC CONDUIT | | |2080 2545523/00079 1396.000 L F | 14.00000 19544.00| 10.70000 14937.20| 10.70000 14937.20 3" NON-METALLIC CONDUIT (DIRECTIONAL | | | BORE) | | |2090 2545531/01020 1200.000 L F | 2.37000 2844.00| 2.00000 2400.00| 2.00000 2400.00 UNDERGROUND WIRE 1 COND NO 2 | | |2100 2545531/01040 2600.000 L F | 1.05000 2730.00| 1.47000 3822.00| 1.47000 3822.00 UNDERGROUND WIRE 1 COND NO 4 | | |2110 2545531/01100 435.000 L F | 0.60000 261.00| 0.71000 308.85| 0.71000 308.85 UNDERGROUND WIRE 1 COND NO 10 | | |2120 2545533/00404 20453.000 L F | 5.25000 107378.25| 4.97000 101651.41| 4.97000 101651.41 ARMORED CABLE 4 COND NO 4 | | |2130 2545541/01102 4.000 EACH | 2561.00000 10244.00| 2607.00000 10428.00| 2607.00000 10428.00 SERVICE CABINET SECONDARY TYPE B | | |2140 2545541/01201 4.000 EACH | 3500.00000 14000.00| 4207.00000 16828.00| 4207.00000 16828.00 SERVICE CABINET SECONDARY TYPE L1 | | |2150 2545545/00012 4.000 EACH | 650.00000 2600.00| 670.00000 2680.00| 670.00000 2680.00 EQUIPMENT PAD B | | |2160 2545545/00032 4.000 EACH | 645.00000 2580.00| 1070.00000 4280.00| 1070.00000 4280.00 EQUIPMENT PAD B (MOD) | | |2170 2545551/00010 1.000 EACH | 225.00000 225.00| 670.00000 670.00| 670.00000 670.00 JUNCTION BOX | | |2180 2545553/00010 4.000 EACH | 550.00000 2200.00| 570.00000 2280.00| 570.00000 2280.00 HANDHOLE | | |

Page 43: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 43 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -43 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2190 2545602/00009 4.000 EACH | 150.00000 600.00| 470.00000 1880.00| 470.00000 1880.00 UNDERGROUND CABLE SPLICE | | |2200 2545602/00123 8.000 EACH | 1.00000 8.00| 1.00000 8.00| 1.00000 8.00 ELECTRICAL SERVICE | | |2210 2554501/00001 350.000 L F | 55.10000 19285.00| 56.00000 19600.00| 55.10000 19285.00 TRAFFIC BARRIER DESIGN SPECIAL | | |2220 2554501/00040 376.000 L F | 59.80000 22484.80| 60.00000 22560.00| 59.80000 22484.80 TRAFFIC BARRIER DESIGN BULLNOSE | | |2230 2554501/02038 5313.000 L F | 15.90000 84476.70| 16.00000 85008.00| 15.90000 84476.70 TRAFFIC BARRIER DESIGN B8338 | | |2240 2554521/00020 4.000 EACH | 347.55000 1390.20| 350.00000 1400.00| 347.55000 1390.20 ANCHORAGE ASSEMBLY-PLATE BEAM | | |2250 2554523/00028 22.000 EACH | 2150.20000 47304.40| 2150.00000 47300.00| 2150.20000 47304.40 END TREATMENT-TANGENT TERMINAL | | |2260 2554602/00005 96.000 EACH | 225.00000 21600.00| 200.00000 19200.00| 150.00000 14400.00 IMPACT ATTENUATOR BARRELS | | |2270 2554602/00071 219.000 EACH | 32.50000 7117.50| 50.00000 10950.00| 50.05000 10960.95 GUIDE POST TYPE SPECIAL | | |2280 2563601/00010 LUMP | 45500.00000 45500.00| 60000.00000 60000.00| 48448.00000 48448.00 TRAFFIC CONTROL | | |2290 2563602/00098 40.000 EACH | 40.00000 1600.00| 30.00000 1200.00| 30.00000 1200.00 TUBE DELINEATOR | | |2300 2564522/00111 12848.000 LB | 2.25000 28908.00| 2.25000 28908.00| 2.25000 28908.00 STRUCTURAL STEEL-POSTS FOR TYPE A SIGNS | | |2310 2564522/00225 1190.000 LB | 3.15000 3748.50| 3.15000 3748.50| 3.15000 3748.50 STRUCTURAL STEEL-TRUSSES FOR OH SIGNS | | | BRIDGE MOUNTED | | |2320 2564531/00110 1209.000 S F | 21.60000 26114.40| 21.60000 26114.40| 21.60000 26114.40 SIGN PANELS TYPE A | | |2330 2564531/00130 1712.000 S F | 28.50000 48792.00| 25.15000 43056.80| 25.15000 43056.80 SIGN PANELS TYPE C | | |2340 2564531/00140 898.000 S F | 32.50000 29185.00| 26.00000 23348.00| 25.70000 23078.60 SIGN PANELS TYPE D | | |2350 2564531/00189 122.000 S F | 5.50000 671.00| 10.00000 1220.00| 9.80000 1195.60 SIGN PANELS TYPE OVERLAY | | |

Page 44: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 44 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -44 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2360 2564531/00190 167.000 S F | 22.50000 3757.50| 22.50000 3757.50| 22.50000 3757.50 SIGN PANELS TYPE OH | | |2370 2564550/00106 36.000 EACH | 75.00000 2700.00| 59.45000 2140.20| 59.45000 2140.20 DELINEATOR TYPE X4-6 | | |2380 2564551/00010 14.000 EACH | 95.00000 1330.00| 123.65000 1731.10| 123.65000 1731.10 REFERENCE POST MARKER | | |2390 2564552/00010 8.000 EACH | 65.00000 520.00| 65.60000 524.80| 65.60000 524.80 HAZARD MARKER X4-2 | | |2400 2564553/00010 2.000 EACH | 115.00000 230.00| 112.40000 224.80| 112.40000 224.80 CLEARANCE MARKER X4-4 | | |2410 2564555/00010 3.000 EACH | 85.00000 255.00| 90.00000 270.00| 90.10000 270.30 END OF ROADWAY MARKER X4-11 | | |2420 2572501/00010 4525.000 L F | 2.00000 9050.00| 1.00000 4525.00| 2.50000 11312.50 TEMPORARY FENCE | | |2430 2573502/00010 2598.000 L F | 1.20000 3117.60| 1.20000 3117.60| 1.20000 3117.60 SILT FENCE, TYPE HEAVY DUTY | | |2440 2573502/00030 822.000 L F | 9.50000 7809.00| 28.00000 23016.00| 9.50000 7809.00 SILT FENCE, TYPE SUPER DUTY | | |2450 2573502/00040 34800.000 L F | 1.20000 41760.00| 1.40000 48720.00| 1.20000 41760.00 SILT FENCE, TYPE MACHINE SLICED | | |2460 2573505/00030 510.000 L F | 8.00000 4080.00| 12.00000 6120.00| 8.00000 4080.00 FLOTATION SILT CURTAIN TYPE WORK AREA | | |2470 2573512/00013 237.000 L F | 4.99000 1182.63| 4.90000 1161.30| 4.90000 1161.30 TEMPORARY DITCH CHECK TYPE 3 | | |2480 2573513/00017 919.000 C Y | 40.00000 36760.00| 75.00000 68925.00| 70.00000 64330.00 TEMPORARY DITCH CHECK TYPE 7 | | |2490 2573520/00010 26.000 HOUR | 135.00000 3510.00| 190.00000 4940.00| 150.00000 3900.00 SEDIMENT REMOVAL BACKHOE | | |2500 2573530/00010 53.000 EACH | 200.00000 10600.00| 125.00000 6625.00| 200.00000 10600.00 STORM DRAIN INLET PROTECTION | | |2510 2573550/00010 LUMP | 25000.00000 25000.00| 50000.00000 50000.00| 50000.00000 50000.00 EROSION CONTROL SUPERVISOR | | |2520 2573602/00020 17.000 EACH | 500.00000 8500.00| 800.00000 13600.00| 3000.00000 51000.00 TEMPORARY ROCK CONSTRUCTION ENTRANCE | | |2530 2573602/00090 72.000 EACH | 200.00000 14400.00| 325.00000 23400.00| 200.00000 14400.00 CULVERT PROTECTION | | |

Page 45: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 45 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -45 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2540 2573607/00010 29.000 C Y | 100.00000 2900.00| 30.00000 870.00| 70.00000 2030.00 ROCK DITCH CHECK | | |2550 2575501/00010 472.700 ACRE | 80.00000 37816.00| 80.00000 37816.00| 80.00000 37816.00 SEEDING | | |2560 2575502/00150 92.000 LB | 1.55000 142.60| 1.55000 142.60| 1.55000 142.60 SEED MIXTURE 150 | | |2570 2575502/00250 22219.000 LB | 1.55000 34439.45| 1.55000 34439.45| 1.55000 34439.45 SEED MIXTURE 250 | | |2580 2575502/00310 1316.000 LB | 10.35000 13620.60| 10.35000 13620.60| 10.35000 13620.60 SEED MIXTURE 310 | | |2590 2575502/00325 3980.000 LB | 12.65000 50347.00| 12.65000 50347.00| 12.65000 50347.00 SEED MIXTURE 325 | | |2600 2575502/00350 6378.000 LB | 2.75000 17539.50| 2.75000 17539.50| 2.75000 17539.50 SEED MIXTURE 350 | | |2610 2575511/00010 639.400 TON | 89.00000 56906.60| 89.00000 56906.60| 89.00000 56906.60 MULCH MATERIAL TYPE 1 | | |2620 2575511/00030 195.500 TON | 130.00000 25415.00| 130.00000 25415.00| 130.00000 25415.00 MULCH MATERIAL TYPE 3 | | |2630 2575519/00010 470.400 ACRE | 20.00000 9408.00| 20.00000 9408.00| 20.00000 9408.00 DISK ANCHORING | | |2640 2575523/00010 5900.000 S Y | 1.90000 11210.00| 1.90000 11210.00| 1.90000 11210.00 EROSION CONTROL BLANKETS CATEGORY 00 | | |2650 2575523/00013 229136.000 S Y | 0.75000 171852.00| 0.75000 171852.00| 0.75000 171852.00 EROSION CONTROL BLANKETS CATEGORY 3 | | |2660 2575523/00014 740.000 S Y | 2.75000 2035.00| 2.75000 2035.00| 2.75000 2035.00 EROSION CONTROL BLANKETS CATEGORY 4 | | |2670 2575532/00010 118828.000 LB | 0.33000 39213.24| 0.45000 53472.60| 0.33000 39213.24 FERTILIZER TYPE 1 | | |2680 2575532/00020 20920.000 LB | 0.38000 7949.60| 0.45000 9414.00| 0.38000 7949.60 FERTILIZER TYPE 2 | | |2690 2575541/00010 295.000 ACRE | 20.00000 5900.00| 20.00000 5900.00| 20.00000 5900.00 MOWING | | |2700 2575560/00050 1725.000 LB | 2.25000 3881.25| 2.25000 3881.25| 2.25000 3881.25 HYDRAULIC SOIL STABILIZER TYPE 5 | | |2710 2575572/00010 13600.000 S Y | 0.75000 10200.00| 0.75000 10200.00| 0.75000 10200.00 RAPID STABILIZATION METHOD 4 | | |

Page 46: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 46 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -46 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2720 2575608/00010 812.000 LB | 2.22000 1802.64| 2.22000 1802.64| 2.22000 1802.64 SEED MIXTURE SPECIAL | | |2730 2575608/00011 442.000 LB | 5.00000 2210.00| 10.00000 4420.00| 5.00000 2210.00 SEED MIXTURE SPECIAL 1 | | |2740 2580603/00010 10900.000 L F | 0.25000 2725.00| 0.20000 2180.00| 0.85000 9265.00 INTERIM PAVEMENT MARKING | | |2750 2582501/03007 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| 800.00000 3200.00 PAVEMENT MESSAGE (RR XING) EPOXY | | |2760 2582502/31108 6690.000 L F | 6.00000 40140.00| 6.00000 40140.00| 6.65000 44488.50 8" SOLID LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2770 2582502/31204 15200.000 L F | 3.00000 45600.00| 3.00000 45600.00| 3.65000 55480.00 4" BROKEN LINE WHITE-POLY PREFORM | | | (GROUND IN) | | |2780 2582502/41104 140280.000 L F | 0.33000 46292.40| 0.33000 46292.40| 0.31000 43486.80 4" SOLID LINE WHITE-EPOXY | | |2790 2582502/41204 150.000 L F | 0.50000 75.00| 0.50000 75.00| 0.31000 46.50 4" BROKEN LINE WHITE-EPOXY | | |2800 2582502/41524 340.000 L F | 7.50000 2550.00| 7.50000 2550.00| 6.50000 2210.00 24" STOP LINE WHITE-EPOXY | | |2810 2582502/42104 104395.000 L F | 0.32000 33406.40| 0.32000 33406.40| 0.31000 32362.45 4" SOLID LINE YELLOW-EPOXY | | |2820 2582502/42124 260.000 L F | 5.00000 1300.00| 5.00000 1300.00| 6.50000 1690.00 24" SOLID LINE YELLOW-EPOXY | | |2830 2582502/42204 3060.000 L F | 0.32000 979.20| 0.32000 979.20| 0.31000 948.60 4" BROKEN LINE YELLOW-EPOXY | | |2840 2582503/00140 126.000 S F | 4.50000 567.00| 4.50000 567.00| 4.00000 504.00 CROSSWALK MARKING-EPOXY | | | SECTION TOTALS | $ 26,727,666.17| $ 27,716,191.13| $ 28,756,689.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE NO 73036 | | |2850 2401501/01143 365.000 C Y | 350.00000 127750.00| 325.00000 118625.00| 250.00000 91250.00 STRUCTURAL CONCRETE (1A43) | | |2860 2401501/03643 568.000 C Y | 400.00000 227200.00| 400.00000 227200.00| 500.00000 284000.00 STRUCTURAL CONCRETE (3Y43) | | |

Page 47: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 47 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -47 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------2870 2401512/03636 11983.000 S F | 10.00000 119830.00| 13.00000 155779.00| 10.00000 119830.00 BRIDGE SLAB CONCRETE (3Y36) | | |2880 2401513/07146 283.000 L F | 50.00000 14150.00| 70.00000 19810.00| 70.00000 19810.00 TYPE MOD P-1 (TL-2) RAILING CONCRETE | | | (3Y46) | | |2890 2401513/07447 282.000 L F | 50.00000 14100.00| 72.00000 20304.00| 70.00000 19740.00 TYPE MOD P-4 (TL-4) RAILING CONCRETE | | | (3Y46) | | |2900 2401515/03646 2829.000 S F | 5.00000 14145.00| 6.00000 16974.00| 6.00000 16974.00 SIDEWALK CONCRETE (3Y46) | | |2910 2401541/00010 33240.000 LB | 0.75000 24930.00| 0.80000 26592.00| 0.80000 26592.00 REINFORCEMENT BARS | | |2920 2401541/00011 139420.000 LB | 0.85000 118507.00| 0.80000 111536.00| 0.95000 132449.00 REINFORCEMENT BARS (EPOXY COATED) | | |2930 2401601/00010 LUMP | 6000.00000 6000.00| 2500.00000 2500.00| 5000.00000 5000.00 STRUCTURE EXCAVATION | | |2940 2402583/00010 283.000 L F | 110.00000 31130.00| 125.00000 35375.00| 125.00000 35375.00 ORNAMENTAL METAL RAILING | | |2950 2402591/00400 116.000 L F | 100.00000 11600.00| 125.00000 14500.00| 150.00000 17400.00 EXPANSION JOINT DEVICES TYPE 4 | | |2960 2402595/00010 24.000 EACH | 800.00000 19200.00| 575.00000 13800.00| 650.00000 15600.00 BEARING ASSEMBLY | | |2970 2404501/00200 10888.000 S F | 2.00000 21776.00| 4.38000 47689.44| 3.50000 38108.00 CONCRETE WEARING COURSE (3U17A) | | |2980 2405502/20054 1383.000 L F | 135.00000 186705.00| 150.00000 207450.00| 155.00000 214365.00 PRESTRESSED CONCRETE BEAMS MN54 | | |2990 2405511/20054 300.000 L F | 70.00000 21000.00| 55.00000 16500.00| 47.00000 14100.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |3000 2411602/00070 4.000 EACH | 1450.00000 5800.00| 2500.00000 10000.00| 750.00000 3000.00 PRECAST CONCRETE CAP | | |3010 2411618/00310 1638.000 S F | 0.75000 1228.50| 1.00000 1638.00| 0.50000 819.00 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |3020 2411618/00517 794.000 S F | 20.00000 15880.00| 24.00000 19056.00| 15.00000 11910.00 ARCHITECTURAL CONCRETE TEXTURE (THIN | | | BRICK) | | |

Page 48: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 48 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -48 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3030 2411618/00525 1638.000 S F | 10.00000 16380.00| 5.00000 8190.00| 9.50000 15561.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3040 2451505/00030 630.000 C Y | 15.00000 9450.00| 0.01000 6.30| 15.00000 9450.00 AGGREGATE BACKFILL (CV) | | |3050 2502502/00010 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 1420.00000 1420.00 DRAINAGE SYSTEM TYPE (B910) | | |3060 2514501/00010 215.000 S Y | 65.00000 13975.00| 80.00000 17200.00| 100.00000 21500.00 CONCRETE SLOPE PAVING | | |3070 2545509/00011 LUMP | 8935.00000 8935.00| 2110.00000 2110.00| 5768.94000 5768.94 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 1,030,671.50| $ 1,094,334.74| $ 1,120,021.94------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE NO 73037 | | |3080 2401501/01143 453.000 C Y | 350.00000 158550.00| 325.00000 147225.00| 250.00000 113250.00 STRUCTURAL CONCRETE (1A43) | | |3090 2401501/03643 584.000 C Y | 400.00000 233600.00| 400.00000 233600.00| 455.00000 265720.00 STRUCTURAL CONCRETE (3Y43) | | |3100 2401512/03636 16308.000 S F | 10.00000 163080.00| 11.00000 179388.00| 10.00000 163080.00 BRIDGE SLAB CONCRETE (3Y36) | | |3110 2401513/01146 371.000 L F | 40.00000 14840.00| 44.75000 16602.25| 34.00000 12614.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |3120 2401513/07246 382.000 L F | 40.00000 15280.00| 68.00000 25976.00| 60.00000 22920.00 TYPE P-2 (TL-4) RAILING CONCRETE (3Y46) | | |3130 2401541/00010 28800.000 LB | 0.75000 21600.00| 0.80000 23040.00| 0.76000 21888.00 REINFORCEMENT BARS | | |3140 2401541/00011 224360.000 LB | 0.85000 190706.00| 0.80000 179488.00| 0.85000 190706.00 REINFORCEMENT BARS (EPOXY COATED) | | |3150 2401601/00010 LUMP | 6000.00000 6000.00| 2500.00000 2500.00| 15000.00000 15000.00 STRUCTURE EXCAVATION | | |3160 2401601/00110 LUMP | 95000.00000 95000.00| 45000.00000 45000.00| 20000.00000 20000.00 FOUNDATION PREPARATION PIER 1 | | |3170 2401601/00120 LUMP | 95000.00000 95000.00| 45000.00000 45000.00| 20000.00000 20000.00 FOUNDATION PREPARATION PIER 2 | | |

Page 49: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 49 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -49 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3180 2402584/00101 376.000 L F | 60.00000 22560.00| 78.00000 29328.00| 65.00000 24440.00 STRUCTURAL TUBE RAILING DESIGN T-1 | | |3190 2402591/00400 99.000 L F | 100.00000 9900.00| 125.00000 12375.00| 135.00000 13365.00 EXPANSION JOINT DEVICES TYPE 4 | | |3200 2402595/00010 34.000 EACH | 800.00000 27200.00| 500.00000 17000.00| 570.00000 19380.00 BEARING ASSEMBLY | | |3210 2404501/00200 17978.000 S F | 2.00000 35956.00| 4.18000 75148.04| 3.50000 62923.00 CONCRETE WEARING COURSE (3U17A) | | |3220 2405502/20054 1871.000 L F | 135.00000 252585.00| 152.00000 284392.00| 157.00000 293747.00 PRESTRESSED CONCRETE BEAMS MN54 | | |3230 2405511/20054 434.000 L F | 70.00000 30380.00| 46.00000 19964.00| 48.00000 20832.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |3240 2411618/00310 3013.000 S F | 0.75000 2259.75| 1.00000 3013.00| 0.50000 1506.50 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |3250 2411618/00525 3013.000 S F | 10.00000 30130.00| 5.00000 15065.00| 6.00000 18078.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3260 2452507/02000 1555.000 L F | 20.00000 31100.00| 19.00000 29545.00| 20.50000 31877.50 C-I-P CONCRETE PILING DELIVERED 12" | | |3270 2452507/04000 1050.000 L F | 30.00000 31500.00| 27.00000 28350.00| 30.00000 31500.00 C-I-P CONCRETE PILING DELIVERED 16" | | |3280 2452508/02000 1555.000 L F | 1.00000 1555.00| 1.00000 1555.00| 1.00000 1555.00 C-I-P CONCRETE PILING DRIVEN 12" | | |3290 2452508/04000 1050.000 L F | 1.00000 1050.00| 1.00000 1050.00| 1.00000 1050.00 C-I-P CONCRETE PILING DRIVEN 16" | | |3300 2452519/02035 2.000 EACH | 2500.00000 5000.00| 9000.00000 18000.00| 4500.00000 9000.00 C-I-P CONCRETE TEST PILE 35 FT LONG 12" | | |3310 2452519/02045 2.000 EACH | 3500.00000 7000.00| 8000.00000 16000.00| 5000.00000 10000.00 C-I-P CONCRETE TEST PILE 45 FT LONG 12" | | |3320 2452519/04035 4.000 EACH | 3500.00000 14000.00| 10000.00000 40000.00| 6500.00000 26000.00 C-I-P CONCRETE TEST PILE 35 FT LONG 16" | | |3330 2502502/00010 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 810.00000 810.00 DRAINAGE SYSTEM TYPE (B910) | | |3340 2511501/00013 65.000 C Y | 50.00000 3250.00| 35.00000 2275.00| 49.00000 3185.00 RANDOM RIPRAP CLASS III | | |

Page 50: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 50 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -50 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3350 2511515/00024 145.000 S Y | 5.00000 725.00| 5.00000 725.00| 1.50000 217.50 GEOTEXTILE FILTER TYPE IV (MOD) | | |3360 2545509/00011 LUMP | 4839.00000 4839.00| 5768.94000 5768.94| 2110.00000 2110.00 CONDUIT SYSTEM (LIGHTING) | | | SECTION TOTALS | $ 1,505,645.75| $ 1,498,873.23| $ 1,416,754.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE NO 73038 | | |3370 2401501/01143 398.000 C Y | 350.00000 139300.00| 325.00000 129350.00| 250.00000 99500.00 STRUCTURAL CONCRETE (1A43) | | |3380 2401501/03643 509.000 C Y | 400.00000 203600.00| 400.00000 203600.00| 450.00000 229050.00 STRUCTURAL CONCRETE (3Y43) | | |3390 2401512/03636 15580.000 S F | 10.00000 155800.00| 12.00000 186960.00| 10.00000 155800.00 BRIDGE SLAB CONCRETE (3Y36) | | |3400 2401513/01146 377.000 L F | 40.00000 15080.00| 44.75000 16870.75| 35.00000 13195.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |3410 2401513/07246 365.000 L F | 40.00000 14600.00| 70.00000 25550.00| 60.00000 21900.00 TYPE P-2 (TL-4) RAILING CONCRETE (3Y46) | | |3420 2401541/00010 26390.000 LB | 0.75000 19792.50| 0.80000 21112.00| 0.76000 20056.40 REINFORCEMENT BARS | | |3430 2401541/00011 194260.000 LB | 0.85000 165121.00| 0.80000 155408.00| 0.85000 165121.00 REINFORCEMENT BARS (EPOXY COATED) | | |3440 2401601/00010 LUMP | 6000.00000 6000.00| 2500.00000 2500.00| 15000.00000 15000.00 STRUCTURE EXCAVATION | | |3450 2401601/00110 LUMP | 95000.00000 95000.00| 45000.00000 45000.00| 20000.00000 20000.00 FOUNDATION PREPARATION PIER 1 | | |3460 2401601/00120 LUMP | 95000.00000 95000.00| 45000.00000 45000.00| 20000.00000 20000.00 FOUNDATION PREPARATION PIER 2 | | |3470 2402584/00101 359.000 L F | 60.00000 21540.00| 78.00000 28002.00| 65.00000 23335.00 STRUCTURAL TUBE RAILING DESIGN T-1 | | |3480 2402591/00400 99.000 L F | 100.00000 9900.00| 125.00000 12375.00| 135.00000 13365.00 EXPANSION JOINT DEVICES TYPE 4 | | |3490 2402595/00010 34.000 EACH | 800.00000 27200.00| 500.00000 17000.00| 570.00000 19380.00 BEARING ASSEMBLY | | |3500 2404501/00200 17271.000 S F | 2.00000 34542.00| 4.21000 72710.91| 3.50000 60448.50 CONCRETE WEARING COURSE (3U17A) | | |

Page 51: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 51 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -51 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3510 2405502/20054 1855.000 L F | 135.00000 250425.00| 150.00000 278250.00| 157.00000 291235.00 PRESTRESSED CONCRETE BEAMS MN54 | | |3520 2405511/20054 405.000 L F | 70.00000 28350.00| 48.00000 19440.00| 48.00000 19440.00 DIAPHRAGMS FOR TYPE MN54 PREST BEAMS | | |3530 2411618/00310 2423.000 S F | 0.75000 1817.25| 1.00000 2423.00| 0.50000 1211.50 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |3540 2411618/00525 2423.000 S F | 10.00000 24230.00| 5.00000 12115.00| 6.00000 14538.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3550 2452507/02000 1395.000 L F | 20.00000 27900.00| 18.00000 25110.00| 20.50000 28597.50 C-I-P CONCRETE PILING DELIVERED 12" | | |3560 2452507/04000 950.000 L F | 30.00000 28500.00| 28.00000 26600.00| 30.00000 28500.00 C-I-P CONCRETE PILING DELIVERED 16" | | |3570 2452508/02000 1395.000 L F | 1.00000 1395.00| 1.00000 1395.00| 1.00000 1395.00 C-I-P CONCRETE PILING DRIVEN 12" | | |3580 2452508/04000 950.000 L F | 1.00000 950.00| 1.00000 950.00| 1.00000 950.00 C-I-P CONCRETE PILING DRIVEN 16" | | |3590 2452519/02035 2.000 EACH | 2500.00000 5000.00| 8000.00000 16000.00| 4500.00000 9000.00 C-I-P CONCRETE TEST PILE 35 FT LONG 12" | | |3600 2452519/02045 2.000 EACH | 3500.00000 7000.00| 10000.00000 20000.00| 5000.00000 10000.00 C-I-P CONCRETE TEST PILE 45 FT LONG 12" | | |3610 2452519/04035 4.000 EACH | 3500.00000 14000.00| 9000.00000 36000.00| 6500.00000 26000.00 C-I-P CONCRETE TEST PILE 35 FT LONG 16" | | |3620 2502502/00010 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 810.00000 810.00 DRAINAGE SYSTEM TYPE (B910) | | |3630 2511501/00013 53.000 C Y | 50.00000 2650.00| 35.00000 1855.00| 49.00000 2597.00 RANDOM RIPRAP CLASS III | | |3640 2511515/00024 125.000 S Y | 5.00000 625.00| 5.00000 625.00| 1.50000 187.50 GEOTEXTILE FILTER TYPE IV (MOD) | | | SECTION TOTALS | $ 1,396,317.75| $ 1,403,701.66| $ 1,310,612.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 BRIDGE NO 73039 | | |3650 2401501/01143 247.000 C Y | 350.00000 86450.00| 325.00000 80275.00| 250.00000 61750.00 STRUCTURAL CONCRETE (1A43) | | |

Page 52: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 52 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -52 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3660 2401501/03643 324.000 C Y | 400.00000 129600.00| 400.00000 129600.00| 450.00000 145800.00 STRUCTURAL CONCRETE (3Y43) | | |3670 2401512/03636 6596.000 S F | 10.00000 65960.00| 14.00000 92344.00| 10.00000 65960.00 BRIDGE SLAB CONCRETE (3Y36) | | |3680 2401513/01146 202.000 L F | 40.00000 8080.00| 44.75000 9039.50| 35.00000 7070.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |3690 2401513/01246 202.000 L F | 50.00000 10100.00| 70.00000 14140.00| 80.00000 16160.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |3700 2401541/00010 18090.000 LB | 0.75000 13567.50| 0.80000 14472.00| 0.80000 14472.00 REINFORCEMENT BARS | | |3710 2401541/00011 76260.000 LB | 0.85000 64821.00| 0.80000 61008.00| 0.95000 72447.00 REINFORCEMENT BARS (EPOXY COATED) | | |3720 2401601/00010 LUMP | 6000.00000 6000.00| 2500.00000 2500.00| 5000.00000 5000.00 STRUCTURE EXCAVATION | | |3730 2402595/00010 14.000 EACH | 800.00000 11200.00| 575.00000 8050.00| 650.00000 9100.00 BEARING ASSEMBLY | | |3740 2404501/00200 8045.000 S F | 2.00000 16090.00| 5.57000 44810.65| 3.50000 28157.50 CONCRETE WEARING COURSE (3U17A) | | |3750 2405502/20063 1002.000 L F | 140.00000 140280.00| 150.00000 150300.00| 160.00000 160320.00 PRESTRESSED CONCRETE BEAMS MN63 | | |3760 2405511/20063 94.000 L F | 90.00000 8460.00| 64.00000 6016.00| 61.00000 5734.00 DIAPHRAGMS FOR TYPE MN63 PREST BEAMS | | |3770 2411618/00310 1300.000 S F | 0.75000 975.00| 1.00000 1300.00| 0.40000 520.00 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |3780 2411618/00517 387.000 S F | 20.00000 7740.00| 24.00000 9288.00| 14.00000 5418.00 ARCHITECTURAL CONCRETE TEXTURE (THIN | | | BRICK) | | |3790 2411618/00525 1300.000 S F | 10.00000 13000.00| 5.00000 6500.00| 2.00000 2600.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3800 2451505/00030 296.000 C Y | 15.00000 4440.00| 0.01000 2.96| 15.00000 4440.00 AGGREGATE BACKFILL (CV) | | |3810 2502502/00010 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 1250.00000 1250.00 DRAINAGE SYSTEM TYPE (B910) | | |

Page 53: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 53 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -53 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3820 2514501/00010 344.000 S Y | 65.00000 22360.00| 65.00000 22360.00| 80.00000 27520.00 CONCRETE SLOPE PAVING | | | SECTION TOTALS | $ 610,123.50| $ 653,506.11| $ 633,718.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 BRIDGE NO 73040 | | |3830 2401501/01143 247.000 C Y | 350.00000 86450.00| 325.00000 80275.00| 250.00000 61750.00 STRUCTURAL CONCRETE (1A43) | | |3840 2401501/03643 323.000 C Y | 400.00000 129200.00| 400.00000 129200.00| 450.00000 145350.00 STRUCTURAL CONCRETE (3Y43) | | |3850 2401512/03636 6596.000 S F | 10.00000 65960.00| 15.00000 98940.00| 10.00000 65960.00 BRIDGE SLAB CONCRETE (3Y36) | | |3860 2401513/01146 202.000 L F | 40.00000 8080.00| 44.75000 9039.50| 35.00000 7070.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |3870 2401513/01246 202.000 L F | 50.00000 10100.00| 70.00000 14140.00| 80.00000 16160.00 TYPE MOD F (TL-4) RAILING CONCRETE | | | (3Y46) | | |3880 2401541/00010 18210.000 LB | 0.75000 13657.50| 0.80000 14568.00| 0.80000 14568.00 REINFORCEMENT BARS | | |3890 2401541/00011 75880.000 LB | 0.85000 64498.00| 0.80000 60704.00| 0.95000 72086.00 REINFORCEMENT BARS (EPOXY COATED) | | |3900 2401601/00010 LUMP | 6000.00000 6000.00| 2500.00000 2500.00| 5000.00000 5000.00 STRUCTURE EXCAVATION | | |3910 2402595/00010 14.000 EACH | 800.00000 11200.00| 575.00000 8050.00| 650.00000 9100.00 BEARING ASSEMBLY | | |3920 2404501/00200 8039.000 S F | 2.00000 16078.00| 5.57000 44777.23| 3.50000 28136.50 CONCRETE WEARING COURSE (3U17A) | | |3930 2405502/20063 1002.000 L F | 140.00000 140280.00| 150.00000 150300.00| 160.00000 160320.00 PRESTRESSED CONCRETE BEAMS MN63 | | |3940 2405511/20063 94.000 L F | 90.00000 8460.00| 64.00000 6016.00| 61.00000 5734.00 DIAPHRAGMS FOR TYPE MN63 PREST BEAMS | | |3950 2411618/00310 1312.000 S F | 0.75000 984.00| 1.00000 1312.00| 0.40000 524.80 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |3960 2411618/00517 362.000 S F | 20.00000 7240.00| 24.00000 8688.00| 14.00000 5068.00 ARCHITECTURAL CONCRETE TEXTURE (THIN | | | BRICK) | | |

Page 54: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 54 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -54 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------3970 2411618/00525 1312.000 S F | 10.00000 13120.00| 5.00000 6560.00| 2.00000 2624.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |3980 2451505/00030 296.000 C Y | 15.00000 4440.00| 0.01000 2.96| 15.00000 4440.00 AGGREGATE BACKFILL (CV) | | |3990 2502502/00010 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 1250.00000 1250.00 DRAINAGE SYSTEM TYPE (B910) | | |4000 2514501/00010 344.000 S Y | 65.00000 22360.00| 65.00000 22360.00| 80.00000 27520.00 CONCRETE SLOPE PAVING | | | SECTION TOTALS | $ 609,107.50| $ 658,932.69| $ 632,661.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 BRIDGE NO 73041 | | |4010 2401501/03643 554.000 C Y | 400.00000 221600.00| 325.00000 180050.00| 450.00000 249300.00 STRUCTURAL CONCRETE (3Y43) | | |4020 2401512/03636 11895.000 S F | 10.00000 118950.00| 14.00000 166530.00| 10.00000 118950.00 BRIDGE SLAB CONCRETE (3Y36) | | |4030 2401513/01146 461.000 L F | 40.00000 18440.00| 44.75000 20629.75| 35.00000 16135.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |4040 2401541/00011 163690.000 LB | 0.85000 139136.50| 0.80000 130952.00| 0.90000 147321.00 REINFORCEMENT BARS (EPOXY COATED) | | |4050 2401601/00010 LUMP | 6000.00000 6000.00| 1800.00000 1800.00| 5000.00000 5000.00 STRUCTURE EXCAVATION | | |4060 2402590/02001 13.000 EACH | 100.00000 1300.00| 50.00000 650.00| 50.00000 650.00 ELASTOMERIC BEARING PAD TYPE 1 | | |4070 2402595/00010 27.000 EACH | 400.00000 10800.00| 410.00000 11070.00| 475.00000 12825.00 BEARING ASSEMBLY | | |4080 2404501/00200 15710.000 S F | 2.00000 31420.00| 4.50000 70695.00| 3.50000 54985.00 CONCRETE WEARING COURSE (3U17A) | | |4090 2405502/00916 1243.000 L F | 115.00000 142945.00| 140.00000 174020.00| 140.00000 174020.00 PRESTRESSED CONCRETE BEAMS 36M | | |4100 2405511/00916 424.000 L F | 50.00000 21200.00| 35.00000 14840.00| 30.00000 12720.00 DIAPHRAGMS FOR TYPE 36M PRESTRESSED | | | BEAMS | | |4110 2452507/02000 3215.000 L F | 22.00000 70730.00| 20.00000 64300.00| 15.00000 48225.00 C-I-P CONCRETE PILING DELIVERED 12" | | |

Page 55: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 55 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -55 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4120 2452508/02000 3215.000 L F | 1.00000 3215.00| 1.00000 3215.00| 1.00000 3215.00 C-I-P CONCRETE PILING DRIVEN 12" | | |4130 2452519/02085 4.000 EACH | 4500.00000 18000.00| 5000.00000 20000.00| 6000.00000 24000.00 C-I-P CONCRETE TEST PILE 85 FT LONG 12" | | |4140 2452519/02090 4.000 EACH | 5500.00000 22000.00| 7500.00000 30000.00| 12500.00000 50000.00 C-I-P CONCRETE TEST PILE 90 FT LONG 12" | | |4150 2502502/00010 LUMP | 1000.00000 1000.00| 1700.00000 1700.00| 1270.00000 1270.00 DRAINAGE SYSTEM TYPE (B910) | | |4160 2514503/00020 945.000 S Y | 25.00000 23625.00| 34.00000 32130.00| 24.00000 22680.00 AGGREGATE SLOPE PAVING | | | SECTION TOTALS | $ 850,361.50| $ 922,581.75| $ 941,296.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 BRIDGE NO 73042 | | |4170 2401501/03643 563.000 C Y | 400.00000 225200.00| 325.00000 182975.00| 450.00000 253350.00 STRUCTURAL CONCRETE (3Y43) | | |4180 2401512/03633 11988.000 S F | 10.00000 119880.00| 14.00000 167832.00| 10.00000 119880.00 BRIDGE SLAB CONCRETE (3Y33) | | |4190 2401513/01146 454.000 L F | 40.00000 18160.00| 44.75000 20316.50| 35.00000 15890.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |4200 2401541/00011 53870.000 LB | 0.85000 45789.50| 0.80000 43096.00| 0.85000 45789.50 REINFORCEMENT BARS (EPOXY COATED) | | |4210 2401541/00020 81270.000 LB | 2.75000 223492.50| 2.90000 235683.00| 2.75000 223492.50 REINFORCEMENT BARS (STAINLESS STEEL) | | |4220 2401601/00010 LUMP | 6000.00000 6000.00| 1800.00000 1800.00| 5000.00000 5000.00 STRUCTURE EXCAVATION | | |4230 2402590/02001 14.000 EACH | 100.00000 1400.00| 50.00000 700.00| 50.00000 700.00 ELASTOMERIC BEARING PAD TYPE 1 | | |4240 2402595/00010 28.000 EACH | 800.00000 22400.00| 410.00000 11480.00| 475.00000 13300.00 BEARING ASSEMBLY | | |4250 2405502/00916 1289.000 L F | 115.00000 148235.00| 140.00000 180460.00| 140.00000 180460.00 PRESTRESSED CONCRETE BEAMS 36M | | |4260 2405511/00916 427.000 L F | 50.00000 21350.00| 38.00000 16226.00| 30.00000 12810.00 DIAPHRAGMS FOR TYPE 36M PRESTRESSED | | | BEAMS | | |

Page 56: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 56 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -56 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4270 2452507/02000 3135.000 L F | 22.00000 68970.00| 19.00000 59565.00| 15.00000 47025.00 C-I-P CONCRETE PILING DELIVERED 12" | | |4280 2452508/02000 3135.000 L F | 1.00000 3135.00| 1.00000 3135.00| 1.00000 3135.00 C-I-P CONCRETE PILING DRIVEN 12" | | |4290 2452519/02085 4.000 EACH | 4500.00000 18000.00| 5000.00000 20000.00| 6000.00000 24000.00 C-I-P CONCRETE TEST PILE 85 FT LONG 12" | | |4300 2452519/02090 4.000 EACH | 5500.00000 22000.00| 7500.00000 30000.00| 12500.00000 50000.00 C-I-P CONCRETE TEST PILE 90 FT LONG 12" | | |4310 2502502/00010 LUMP | 1000.00000 1000.00| 1700.00000 1700.00| 1270.00000 1270.00 DRAINAGE SYSTEM TYPE (B910) | | |4320 2514503/00020 959.000 S Y | 25.00000 23975.00| 34.00000 32606.00| 24.00000 23016.00 AGGREGATE SLOPE PAVING | | | SECTION TOTALS | $ 968,987.00| $ 1,007,574.50| $ 1,019,118.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 BRIDGE NO 73044 | | |4330 2401501/01143 286.000 C Y | 350.00000 100100.00| 325.00000 92950.00| 200.00000 57200.00 STRUCTURAL CONCRETE (1A43) | | |4340 2401501/03643 390.000 C Y | 400.00000 156000.00| 400.00000 156000.00| 400.00000 156000.00 STRUCTURAL CONCRETE (3Y43) | | |4350 2401512/03633 7918.000 S F | 13.00000 102934.00| 14.00000 110852.00| 10.00000 79180.00 BRIDGE SLAB CONCRETE (3Y33) | | |4360 2401513/01146 644.000 L F | 40.00000 25760.00| 44.75000 28819.00| 35.00000 22540.00 TYPE F (TL-4) RAILING CONCRETE (3Y46) | | |4370 2401541/00010 22240.000 LB | 0.75000 16680.00| 0.80000 17792.00| 0.75000 16680.00 REINFORCEMENT BARS | | |4380 2401541/00011 94340.000 LB | 0.85000 80189.00| 0.80000 75472.00| 0.90000 84906.00 REINFORCEMENT BARS (EPOXY COATED) | | |4390 2401601/00010 LUMP | 6000.00000 6000.00| 2500.00000 2500.00| 5000.00000 5000.00 STRUCTURE EXCAVATION | | |4400 2402591/00500 72.000 L F | 100.00000 7200.00| 125.00000 9000.00| 150.00000 10800.00 EXPANSION JOINT DEVICES TYPE 5 | | |4410 2402595/00010 16.000 EACH | 800.00000 12800.00| 550.00000 8800.00| 500.00000 8000.00 BEARING ASSEMBLY | | |4420 2405502/20063 1052.000 L F | 140.00000 147280.00| 155.00000 163060.00| 160.00000 168320.00 PRESTRESSED CONCRETE BEAMS MN63 | | |

Page 57: S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R … · 2012-08-14 · s t a t e o f m i n n e s o t a d e p a r t m e n t o f t r a n s p o r t a t i o n date

p\lcp44.tmp: Page 57 D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 03/12/10 PAGE : -57 TABULATION OF BIDS

LETTING : 10012900 CALL : 028 COUNTIES : KANDIYOHI STEARNS

LETTING DATE : 01/29/10 9:30 A.M. JOB NO. : 20100028 DISTRICT : 8 STATE PROJECT : 3408-15 ROUTE : TH 23=4 LENGTH : 7.60 CONTRACT NO. : 20100028 START DATE: 04/12/10 COMPLETION DATE : 08/31/12

==================================================================================================================================== |( 3 ) H438 |( 4 ) D420 |( 5 ) R020 |HOFFMAN CONSTRUCTION COMPANY |DUININCK INC |R & G CONSTRUCTION COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------4430 2405511/20063 138.000 L F | 90.00000 12420.00| 82.00000 11316.00| 48.00000 6624.00 DIAPHRAGMS FOR TYPE MN63 PREST BEAMS | | |4440 2411618/00310 935.000 S F | 0.75000 701.25| 1.00000 935.00| 0.50000 467.50 ARCHITECTURAL SURFACE FINISH (SINGLE | | | COLOR) | | |4450 2411618/00517 480.000 S F | 20.00000 9600.00| 23.00000 11040.00| 14.00000 6720.00 ARCHITECTURAL CONCRETE TEXTURE (THIN | | | BRICK) | | |4460 2411618/00525 935.000 S F | 10.00000 9350.00| 5.00000 4675.00| 4.00000 3740.00 ARCHITECTURAL CONCRETE TEXTURE | | | (FRACTURED GRANITE) | | |4470 2451505/00030 278.000 C Y | 15.00000 4170.00| 0.01000 2.78| 15.00000 4170.00 AGGREGATE BACKFILL (CV) | | |4480 2502502/00010 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 1000.00000 1000.00 DRAINAGE SYSTEM TYPE (B910) | | |4490 2514501/00010 123.000 S Y | 65.00000 7995.00| 128.00000 15744.00| 100.00000 12300.00 CONCRETE SLOPE PAVING | | | SECTION TOTALS | $ 700,179.25| $ 710,457.78| $ 643,647.50------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 34,399,059.92| $ 35,666,153.59| $ 36,474,519.34====================================================================================================================================


C O N T E N T S C O N T E N U C O N T E N I D O S I ...

C O N T E N T S C O N T E N U C O N T E N I D O S I ...

E N D O D Ô N T I C O A T E N D I M E N T O P R O T O C O ...

E N D O D Ô N T I C O A T E N D I M E N T O P R O T O C O ...

T r a n s i t i o n M e t a l s a n d C o o r d i n a t i ...sarawoot/other/coordination_compounds.pdf · T r a n s i t i o n M e t a l s a n d C o o r d i n a t i o n C o m p o u

T r a n s i t i o n M e t a l s a n d C o o r d i n a t i ...sarawoot/other/coordination_compounds.pdf · T r a n s i t i o n M e t a l s a n d C o o r d i n a t i o n C o m p o u

I N S T I T U T O P O L I T E C N I C O N A C I O N AL

I N S T I T U T O P O L I T E C N I C O N A C I O N AL

N a t i o N a L i N s t i t u t e o f P e N s i o N a d M i N i s t R ...N a t i o N a L i N s t i t u t e o f P e N s i o N a d M i N i s t R a t o R s 2011 NAFE Features • More

N a t i o N a L i N s t i t u t e o f P e N s i o N a d M i N i s t R ...N a t i o N a L i N s t i t u t e o f P e N s i o N a d M i N i s t R a t o R s 2011 NAFE Features • More

L O C A T I O N , L O C A T I O N , L O C A T I O N T A …...What sets The Morrison apart: L O C A T I O N , L O C A T I O N , L O C A T I O N Designer luxury in the he rt of Dublin’s

L O C A T I O N , L O C A T I O N , L O C A T I O N T A …...What sets The Morrison apart: L O C A T I O N , L O C A T I O N , L O C A T I O N Designer luxury in the he rt of Dublin’s

P O N T O O N B O A T S - Sylvan Marine · and roomy in-floor storage make it the ideal choice for family fishing. P O N T O O N B O A T S F I S H I N G B O A T S P O N T O O N B

P O N T O O N B O A T S - Sylvan Marine · and roomy in-floor storage make it the ideal choice for family fishing. P O N T O O N B O A T S F I S H I N G B O A T S P O N T O O N B

O u t c o m e s C o n n e c t i n g C o n g r e g a t i o ... · O u t c o m e s C o n n e c t i n g C o n g r e g a t i o ... ... 7,: / /..

O u t c o m e s C o n n e c t i n g C o n g r e g a t i o ... · O u t c o m e s C o n n e c t i n g C o n g r e g a t i o ... ... 7,: / /..

I N S T I T U T O P O L I T É C N I C O N A C I O N A L ...

I N S T I T U T O P O L I T É C N I C O N A C I O N A L ...

U n i t 1 L e s s o n 1 : I n t r o d u c t i o n t o A u ...

U n i t 1 L e s s o n 1 : I n t r o d u c t i o n t o A u ...

A n n o t a t i o n s - SMU

A n n o t a t i o n s - SMU

I N S T I T U T O P O L I T E C N I C O N A C I O N A L ...

I N S T I T U T O P O L I T E C N I C O N A C I O N A L ...

a n i t e r o i t ma m DOSSIER PÉDAGOGIQUE n i n e n r o ... · | 3 r o m a n i t e r o m a n i t e r o m a n i t e r o m a n i t e r o m a n i t e r o m a n i t e r o m a n i t

a n i t e r o i t ma m DOSSIER PÉDAGOGIQUE n i n e n r o ... · | 3 r o m a n i t e r o m a n i t e r o m a n i t e r o m a n i t e r o m a n i t e r o m a n i t e r o m a n i t

U n i t 6 L e s s o n 1 : I n t r o d u c t i o n t o H o ...

U n i t 6 L e s s o n 1 : I n t r o d u c t i o n t o H o ...

N o t e d e p r é s e n t a t i o n n o n t e c h n i q u ...cdn1_2.reseaudescommunes.fr/.../k5m2pq2pu926d30.pdf · N o t e d e p r é s e n t a t i o n n o n t e c h n i q u e P

N o t e d e p r é s e n t a t i o n n o n t e c h n i q u ...cdn1_2.reseaudescommunes.fr/.../k5m2pq2pu926d30.pdf · N o t e d e p r é s e n t a t i o n n o n t e c h n i q u e P

O N T E N T S

O N T E N T S

A P R O G R A M O F T R U C K E R S A G A I N S T T …...T R A N S I T O N T H E L O O K O U T T R A N S I T O N T H E L O O K O U T T O C O M B A T H U M A N T R A F F I C K I N

A P R O G R A M O F T R U C K E R S A G A I N S T T …...T R A N S I T O N T H E L O O K O U T T R A N S I T O N T H E L O O K O U T T O C O M B A T H U M A N T R A F F I C K I N

The Royal Society of Chemistry · 2017. 3. 25. · 2 (1) (2) 2 3 8 3 2 1 o Z n T i O Z n T i O T i O C o n t e n t C o n t e n t C n t e n t WheretheIZnTiO3 (311), IZnTiO3 (440),

The Royal Society of Chemistry · 2017. 3. 25. · 2 (1) (2) 2 3 8 3 2 1 o Z n T i O Z n T i O T i O C o n t e n t C o n t e n t C n t e n t WheretheIZnTiO3 (311), IZnTiO3 (440),

I N S T I T U T O P O L I T É C N I C O N A C I O N A Lliteratura.ciidiroaxaca.ipn.mx/jspui/bitstream/LITER... · 2019. 8. 12. · i n s t i t u t o p o l i t É c n i c o n a c

I N S T I T U T O P O L I T É C N I C O N A C I O N A Lliteratura.ciidiroaxaca.ipn.mx/jspui/bitstream/LITER... · 2019. 8. 12. · i n s t i t u t o p o l i t É c n i c o n a c

er.jsc.nasa.govvii. MOPS0513-02-00. C O N T E N T S. I N T R O D U C T I O N ...............................................................................................1 ...

er.jsc.nasa.govvii. MOPS0513-02-00. C O N T E N T S. I N T R O D U C T I O N ...............................................................................................1 ...