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12/20/2002
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December 19, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F37 CONTRACT ID : 7697 COUNTIES : HARLAN LETTING DATE : 12/19/02 DISTRICT : 7 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7042(8) ON A COUNTY ROAD SOUTHEAST OF HUNTLEY. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 383,928.04 100.0000% 2 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 409,903.48 106.7657% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F37 -3 TABULATION OF BIDS CALL ORDER : F37 CONTRACT ID : 7697 COUNTIES : HARLAN LETTING DATE : 12/19/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 2853 |( ) |WEBB CONTRACTOR, INC./L. J. |SIMON CONTRACTORS AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 9+40 2-13.1M & 1-12.95M SPANS PRESTRESS CONC DOUBLE TEE BR | | | 0001 0001.10 1584.000 BDAY| 1.35000 2138.40| 1.53000 2423.52| BARRICADE, TYPE III | | | 0002 0001.90 1848.000 EACH| 0.40000 739.20| 0.45000 831.60| SIGN DAY | | | 0003 0001.98 792.000 EACH| 1.50000 1188.00| 1.70000 1346.40| CONTRACTOR FURNISHED SIGN | | | 0004 0030.60 LUMP| 23000.00000 23000.00| 34182.50000 34182.50| MOBILIZATION | | | 0005 1009.00 LUMP| 12500.00000 12500.00| 14125.00000 14125.00| GENERAL CLEARING AND GRUBBING | | | 0006 1011.00 100.000 kL | 7.50000 750.00| 8.48000 848.00| WATER | | | 0007 1030.00 6732.000 m3 | 3.50000 23562.00| 3.96000 26658.72| EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1136.01 4.000 EACH| 500.00000 2000.00| 276.85000 1107.40| REMOVE CONCRETE FILLED STEEL CAISSONS | | | 0009 1300.24 32.000 m | 72.56000 2321.92| 82.00000 2624.00| 600 mm DRIVEWAY CULVERT PIPE | | | 0010 6001.50 5.000 LS | 5000.00000 5000.00| 3118.80000 3118.80| BENT NO.1 EXCAVATION | | | 0011 6001.51 5.000 LS | 5000.00000 5000.00| 3118.80000 3118.80| BENT NO.2 EXCAVATION | | | 0012 6005.60 48.000 EACH| 60.00000 2880.00| 62.15000 2983.20| ELASTOMERIC BEARING | | | 0013 6010.22 142.660 m3 | 392.38000 55976.93| 451.81000 64455.21| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0014 6010.26 82.580 m3 | 457.78000 37803.47| 454.64000 37544.17| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0015 6011.11 58.760 LS | 65000.00000 65000.00| 64975.00000 64975.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 9+40 | | | 0016 6020.00 10426.000 kg | 1.32000 13762.32| 1.42000 14804.92| REINFORCING STEEL FOR BRIDGE | | | 0017 6040.00 1.000 EACH| 10000.00000 10000.00| 11085.30000 11085.30| REMOVE STRUCTURE AT STA. 10+98.3 | | | 0018 6080.00 708.000 kg | 5.51000 3901.08| 2.31000 1635.48| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F37 -4 TABULATION OF BIDS CALL ORDER : F37 CONTRACT ID : 7697 COUNTIES : HARLAN LETTING DATE : 12/19/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 2853 |( ) |WEBB CONTRACTOR, INC./L. J. |SIMON CONTRACTORS AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6105.02 700.000 Mg | 39.68000 27776.00| 42.34000 29638.00| ROCK RIPRAP, TYPE B | | | 0020 6200.00 426.400 m | 82.02000 34973.33| 85.45000 36435.88| CONCRETE PILING | | | 0021 6310.00 367.000 m2 | 129.17000 47405.39| 133.24000 48899.08| STEEL SHEET PILING | | | 0022 7020.00 2.000 EACH| 1500.00000 3000.00| 1695.00000 3390.00| BRIDGE APPROACH SECTIONS | | | 0023 7021.47 2.000 EACH| 1500.00000 3000.00| 1695.00000 3390.00| MELT | | | 0024 L006.00 1.000 ha | 250.00000 250.00| 282.50000 282.50| COVER CROP SEEDING | | | SECTION TOTALS | $ 383,928.04| $ 409,903.48| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 383,928.04| $ 409,903.48| $ ====================================================================================================================================
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