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Last Updated:
04/09/2004
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April 8, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : 2 VENDOR RANKING CALL ORDER : F11 CONTRACT ID : 4926X COUNTIES : HALL LETTING DATE : 04/08/04 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7040(23) ON A COUNTY ROAD SOUTHEAST OF CAIRO -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0013 THIS LETTING IS LIMITED TO 2. 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 1742 THIS LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 211,896.15 100.0000% 2 1730 WILKE CONTRACTING CORPORATION $ 224,688.73 106.0372% 3 0462 L. J. WEBB CONTRACTOR, INC. $ 228,883.54 108.0168% 4 2283 PERRETT CONSTRUCTION, LTD. $ 236,658.59 111.6861% 5 0013 THE DIAMOND ENGINEERING COMPANY $ 269,164.05 127.0264% 6 1742 HERBST CONSTRUCTION, INC. $ 278,701.65 131.5275% NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F11 -3 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4926X COUNTIES : HALL LETTING DATE : 04/08/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 1730 |( 3 ) 0462 |SIMON CONTRACTORS AND SUBSI |WILKE CONTRACTING CORPORATI |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 1+50 1-9.754 m & 2-7.315 m SPANS CONC SLAB BRIDGE-CONT TYPE | | | 0001 0001.10 1332.000 BDAY| 1.11000 1478.52| 1.25000 1665.00| 1.00000 1332.00 BARRICADE, TYPE III | | | 0002 0001.90 1776.000 EACH| 0.55000 976.80| 0.50000 888.00| 0.50000 888.00 SIGN DAY | | | 0003 0001.99 222.000 EACH| 1.12000 248.64| 1.10000 244.20| 1.00000 222.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 10752.00000 10752.00| 6500.00000 6500.00| 20125.00000 20125.00 MOBILIZATION | | | 0005 1043.50 480.000 m2 | 2.24000 1075.20| 3.25000 1560.00| 3.00000 1440.00 RIPRAP FILTER FABRIC | | | 0006 6000.10 40.000 LS | 1932.00000 1932.00| 1000.00000 1000.00| 3500.00000 3500.00 ABUTMENT NO.1 EXCAVATION | | | 0007 6000.11 40.000 LS | 1932.00000 1932.00| 1000.00000 1000.00| 3500.00000 3500.00 ABUTMENT NO.2 EXCAVATION | | | 0008 6001.50 10.000 LS | 1736.00000 1736.00| 1500.00000 1500.00| 5000.00000 5000.00 BENT NO.1 EXCAVATION | | | 0009 6001.51 10.000 LS | 1736.00000 1736.00| 1500.00000 1500.00| 5000.00000 5000.00 BENT NO.2 EXCAVATION | | | 0010 6010.22 96.300 m3 | 385.08000 37083.20| 420.00000 40446.00| 444.75000 42829.43 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0011 6010.26 96.700 m3 | 429.48000 41530.72| 420.00000 40614.00| 444.75000 43007.33 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0012 6020.00 14655.000 kg | 1.60000 23448.00| 1.61000 23594.55| 1.65000 24180.75 REINFORCING STEEL FOR BRIDGE | | | 0013 6040.00 1.000 EACH| 2800.00000 2800.00| 7500.00000 7500.00| 7500.00000 7500.00 REMOVE STRUCTURE AT STA. 1+50 | | | 0014 6080.00 510.000 kg | 3.16000 1611.60| 6.00000 3060.00| 6.61000 3371.10 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0015 6105.02 450.000 Mg | 60.20000 27090.00| 59.75000 26887.50| 40.78000 18351.00 ROCK RIPRAP, TYPE B | | | 0016 6210.50 390.180 m | 103.91000 40543.60| 136.00000 53064.48| 91.86000 35841.93 PIPE PILING | | | 0017 7020.00 4.000 EACH| 1935.36000 7741.44| 1700.00000 6800.00| 1650.00000 6600.00 BRIDGE APPROACH SECTIONS | | | 0018 7021.47 4.000 EACH| 1921.92000 7687.68| 1525.00000 6100.00| 1500.00000 6000.00 MELT | | | 0019 L022.92 15.000 m | 32.85000 492.75| 51.00000 765.00| 13.00000 195.00 TEMPORARY EARTH CHECK | | | SECTION TOTALS | $ 211,896.15| $ 224,688.73| $ 228,883.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 211,896.15| $ 224,688.73| $ 228,883.54 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F11 -4 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4926X COUNTIES : HALL LETTING DATE : 04/08/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 2283 |( 5 ) 0013 |( 6 ) 1742 |PERRETT CONSTRUCTION LTD. |DIAMOND ENGINEERING COMPANY |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 1+50 1-9.754 m & 2-7.315 m SPANS CONC SLAB BRIDGE-CONT TYPE | | | 0001 0001.10 1332.000 BDAY| 1.20000 1598.40| 1.10000 1465.20| 1.50000 1998.00 BARRICADE, TYPE III | | | 0002 0001.90 1776.000 EACH| 0.75000 1332.00| 0.50000 888.00| 0.50000 888.00 SIGN DAY | | | 0003 0001.99 222.000 EACH| 1.20000 266.40| 1.00000 222.00| 1.00000 222.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 12000.00000 12000.00| 7000.00000 7000.00| 27000.00000 27000.00 MOBILIZATION | | | 0005 1043.50 480.000 m2 | 4.00000 1920.00| 3.00000 1440.00| 6.00000 2880.00 RIPRAP FILTER FABRIC | | | 0006 6000.10 40.000 LS | 4500.00000 4500.00| 2425.00000 2425.00| 8000.00000 8000.00 ABUTMENT NO.1 EXCAVATION | | | 0007 6000.11 40.000 LS | 4500.00000 4500.00| 2425.00000 2425.00| 8000.00000 8000.00 ABUTMENT NO.2 EXCAVATION | | | 0008 6001.50 10.000 LS | 4500.00000 4500.00| 6825.00000 6825.00| 8000.00000 8000.00 BENT NO.1 EXCAVATION | | | 0009 6001.51 10.000 LS | 4500.00000 4500.00| 6825.00000 6825.00| 8000.00000 8000.00 BENT NO.2 EXCAVATION | | | 0010 6010.22 96.300 m3 | 390.00000 37557.00| 535.00000 51520.50| 458.00000 44105.40 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0011 6010.26 96.700 m3 | 436.00000 42161.20| 484.00000 46802.80| 458.00000 44288.60 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0012 6020.00 14655.000 kg | 1.75000 25646.25| 1.99000 29163.45| 1.75000 25646.25 REINFORCING STEEL FOR BRIDGE | | | 0013 6040.00 1.000 EACH| 8500.00000 8500.00| 5750.00000 5750.00| 16500.00000 16500.00 REMOVE STRUCTURE AT STA. 1+50 | | | 0014 6080.00 510.000 kg | 4.50000 2295.00| 4.33000 2208.30| 5.00000 2550.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0015 6105.02 450.000 Mg | 37.50000 16875.00| 59.00000 26550.00| 36.00000 16200.00 ROCK RIPRAP, TYPE B | | | 0016 6210.50 390.180 m | 138.00000 53844.84| 160.00000 62428.80| 130.00000 50723.40 PIPE PILING | | | 0017 7020.00 4.000 EACH| 1850.00000 7400.00| 1650.00000 6600.00| 1675.00000 6700.00 BRIDGE APPROACH SECTIONS | | | 0018 7021.47 4.000 EACH| 1750.00000 7000.00| 1500.00000 6000.00| 1525.00000 6100.00 MELT | | | 0019 L022.92 15.000 m | 17.50000 262.50| 175.00000 2625.00| 60.00000 900.00 TEMPORARY EARTH CHECK | | | SECTION TOTALS | $ 236,658.59| $ 269,164.05| $ 278,701.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 236,658.59| $ 269,164.05| $ 278,701.65 ====================================================================================================================================
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