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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 : F12 CONTRACT ID : 4927X COUNTIES : HALL LETTING DATE : 04/08/04 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7040(24) ON A COUNTY ROAD SOUTHEAST OF CAIRO. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 0013 ACCEPTED IN THIS LETTING IS LIMITED TO 2. 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 1742 ACCEPTED IN THIS LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 224,816.65 100.0000% 2 1730 WILKE CONTRACTING CORPORATION $ 238,966.55 106.2940% 3 2283 PERRETT CONSTRUCTION, LTD. $ 239,317.95 106.4503% 4 0462 L. J. WEBB CONTRACTOR, INC. $ 249,109.86 110.8058% 5 0013 THE DIAMOND ENGINEERING COMPANY $ 272,293.35 121.1180% 6 1742 HERBST CONSTRUCTION, INC. $ 297,515.00 132.3367% NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F12 -3 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4927X COUNTIES : HALL LETTING DATE : 04/08/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 1730 |( 3 ) 2283 |SIMON CONTRACTORS AND SUBSI |WILKE CONTRACTING CORPORATI |PERRETT CONSTRUCTION LTD. 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 1-12.192 m & 2-9.144 m SPANS CONC SLAB BRIDGE-CONT TYPE | | | 0001 0001.10 1332.000 BDAY| 1.12000 1491.84| 1.25000 1665.00| 1.20000 1598.40 BARRICADE, TYPE III | | | 0002 0001.90 1776.000 EACH| 0.56000 994.56| 0.50000 888.00| 0.75000 1332.00 SIGN DAY | | | 0003 0001.99 222.000 EACH| 1.10000 244.20| 1.10000 244.20| 1.20000 266.40 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 10164.00000 10164.00| 6500.00000 6500.00| 8000.00000 8000.00 MOBILIZATION | | | 0005 1043.50 480.000 m2 | 2.20000 1056.00| 3.25000 1560.00| 4.00000 1920.00 RIPRAP FILTER FABRIC | | | 0006 6000.10 40.000 LS | 1932.00000 1932.00| 1000.00000 1000.00| 4500.00000 4500.00 ABUTMENT NO.1 EXCAVATION | | | 0007 6000.11 40.000 LS | 1932.00000 1932.00| 1000.00000 1000.00| 4500.00000 4500.00 ABUTMENT NO.2 EXCAVATION | | | 0008 6001.50 10.000 LS | 1736.00000 1736.00| 1500.00000 1500.00| 4500.00000 4500.00 BENT NO.1 EXCAVATION | | | 0009 6001.51 10.000 LS | 1736.00000 1736.00| 1500.00000 1500.00| 4500.00000 4500.00 BENT NO.2 EXCAVATION | | | 0010 6010.22 96.000 m3 | 386.28000 37082.88| 420.00000 40320.00| 390.00000 37440.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0011 6010.26 139.500 m3 | 428.49000 59774.36| 420.00000 58590.00| 368.00000 51336.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0012 6020.00 19055.000 kg | 1.60000 30488.00| 1.61000 30678.55| 1.60000 30488.00 REINFORCING STEEL FOR BRIDGE | | | 0013 6040.00 1.000 EACH| 2800.00000 2800.00| 7500.00000 7500.00| 4500.00000 4500.00 REMOVE STRUCTURE AT STA. 1+50 | | | 0014 6080.00 520.000 kg | 3.10000 1612.00| 6.00000 3120.00| 4.50000 2340.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0015 6105.02 545.000 Mg | 37.61000 20497.45| 42.00000 22890.00| 38.35000 20900.75 ROCK RIPRAP, TYPE B | | | 0016 6210.50 335.300 m | 103.97000 34861.14| 136.00000 45600.80| 138.00000 46271.40 PIPE PILING | | | 0017 7020.00 4.000 EACH| 1935.26000 7741.04| 1700.00000 6800.00| 1850.00000 7400.00 BRIDGE APPROACH SECTIONS | | | 0018 7021.47 4.000 EACH| 1921.92000 7687.68| 1520.00000 6080.00| 1750.00000 7000.00 MELT | | | 0019 L022.92 30.000 m | 32.85000 985.50| 51.00000 1530.00| 17.50000 525.00 TEMPORARY EARTH CHECK | | | SECTION TOTALS | $ 224,816.65| $ 238,966.55| $ 239,317.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,816.65| $ 238,966.55| $ 239,317.95 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F12 -4 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4927X COUNTIES : HALL LETTING DATE : 04/08/04 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0462 |( 5 ) 0013 |( 6 ) 1742 |WEBB CONTRACTOR, INC./L. J. |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 1-12.192 m & 2-9.144 m SPANS CONC SLAB BRIDGE-CONT TYPE | | | 0001 0001.10 1332.000 BDAY| 1.00000 1332.00| 1.10000 1465.20| 1.50000 1998.00 BARRICADE, TYPE III | | | 0002 0001.90 1776.000 EACH| 0.50000 888.00| 0.50000 888.00| 0.50000 888.00 SIGN DAY | | | 0003 0001.99 222.000 EACH| 1.00000 222.00| 1.00000 222.00| 1.00000 222.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 20100.00000 20100.00| 6000.00000 6000.00| 26000.00000 26000.00 MOBILIZATION | | | 0005 1043.50 480.000 m2 | 3.00000 1440.00| 2.75000 1320.00| 6.00000 2880.00 RIPRAP FILTER FABRIC | | | 0006 6000.10 40.000 LS | 3500.00000 3500.00| 2300.00000 2300.00| 8000.00000 8000.00 ABUTMENT NO.1 EXCAVATION | | | 0007 6000.11 40.000 LS | 3500.00000 3500.00| 2300.00000 2300.00| 8000.00000 8000.00 ABUTMENT NO.2 EXCAVATION | | | 0008 6001.50 10.000 LS | 5000.00000 5000.00| 6600.00000 6600.00| 8000.00000 8000.00 BENT NO.1 EXCAVATION | | | 0009 6001.51 10.000 LS | 5000.00000 5000.00| 6600.00000 6600.00| 8000.00000 8000.00 BENT NO.2 EXCAVATION | | | 0010 6010.22 96.000 m3 | 444.00000 42624.00| 506.00000 48576.00| 458.00000 43968.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0011 6010.26 139.500 m3 | 418.00000 58311.00| 414.00000 57753.00| 458.00000 63891.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0012 6020.00 19055.000 kg | 1.65000 31440.75| 1.81000 34489.55| 1.50000 28582.50 REINFORCING STEEL FOR BRIDGE | | | 0013 6040.00 1.000 EACH| 7500.00000 7500.00| 4550.00000 4550.00| 15000.00000 15000.00 REMOVE STRUCTURE AT STA. 1+50 | | | 0014 6080.00 520.000 kg | 6.60000 3432.00| 3.92000 2038.40| 5.00000 2600.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0015 6105.02 545.000 Mg | 38.58000 21026.10| 51.00000 27795.00| 36.00000 19620.00 ROCK RIPRAP, TYPE B | | | 0016 6210.50 335.300 m | 91.87000 30804.01| 154.00000 51636.20| 135.00000 45265.50 PIPE PILING | | | 0017 7020.00 4.000 EACH| 1650.00000 6600.00| 1650.00000 6600.00| 1675.00000 6700.00 BRIDGE APPROACH SECTIONS | | | 0018 7021.47 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1525.00000 6100.00 MELT | | | 0019 L022.92 30.000 m | 13.00000 390.00| 172.00000 5160.00| 60.00000 1800.00 TEMPORARY EARTH CHECK | | | SECTION TOTALS | $ 249,109.86| $ 272,293.35| $ 297,515.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,109.86| $ 272,293.35| $ 297,515.00 ====================================================================================================================================
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