NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F38 CONTRACT ID : 7801 COUNTIES : HITCHCOCK LETTING DATE : 12/19/02 DISTRICT : 7 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7044(22) ON A COUNTY ROAD SOUTHEAST OF TRENTON. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 315,288.88 100.0000% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F38 -3 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7801 COUNTIES : HITCHCOCK LETTING DATE : 12/19/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2853 |( ) |( ) |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. 16+82 1-42'-0", 2-31'-6" CONTINUOUS CONCRETE SLAB BRIDGE | | | 0001 0001.10 1110.000 BDAY| 2.26000 2508.60| | BARRICADE, TYPE III | | | 0002 0001.90 888.000 EACH| 1.41000 1252.08| | SIGN DAY | | | 0003 0001.98 666.000 EACH| 0.85000 566.10| | CONTRACTOR FURNISHED SIGN | | | 0004 0030.60 LUMP| 32577.90000 32577.90| | MOBILIZATION | | | 0005 1009.00 LUMP| 3955.00000 3955.00| | GENERAL CLEARING AND GRUBBING | | | 0006 1011.00 70.000 MGAL| 9.04000 632.80| | WATER | | | 0007 1030.00 4636.000 CY | 4.01000 18590.36| | EARTHWORK MEASURED IN EMBANKMENT | | | 0008 4043.00 50.000 LF | 28.25000 1412.50| | REMOVE CULVERT PIPE | | | 0009 4050.01 385.000 CY | 8.48000 3264.80| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 4350.18 107.000 LF | 22.43000 2400.01| | 18" CORRUGATED METAL PIPE | | | 0011 4360.18 1.000 EACH| 135.60000 135.60| | 18" METAL FLARED-END SECTION | | | 0012 6000.10 25.000 LS | 1130.00000 1130.00| | ABUTMENT NO.1 EXCAVATION | | | 0013 6000.11 25.000 LS | 1130.00000 1130.00| | ABUTMENT NO.2 EXCAVATION | | | 0014 6001.00 36.000 LS | 1073.50000 1073.50| | BENT NO.1 EXCAVATION | | | 0015 6001.01 36.000 LS | 1073.50000 1073.50| | BENT NO.2 EXCAVATION | | | 0016 6010.22 142.920 CY | 340.58000 48675.69| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0017 6010.26 187.430 CY | 334.75000 62742.19| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0018 6020.00 53520.000 LB | 0.52000 27830.40| | REINFORCING STEEL FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F38 -4 TABULATION OF BIDS CALL ORDER : F38 CONTRACT ID : 7801 COUNTIES : HITCHCOCK LETTING DATE : 12/19/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2853 |( ) |( ) |SIMON CONTRACTORS AND SUBSI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6040.00 1.000 EACH| 2090.50000 2090.50| | REMOVE STRUCTURE AT STA. 16+70 | | | 0020 6080.00 1520.000 LB | 1.12000 1702.40| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0021 6105.02 1135.000 TON | 43.15000 48975.25| | ROCK RIPRAP, TYPE B | | | 0022 6210.12 1320.000 LF | 16.73000 22083.60| | HP 10"X42# STEEL PILING | | | 0023 6310.00 2458.000 SF | 11.95000 29373.10| | STEEL SHEET PILING | | | 0024 L006.00 1.000 ACRE| 113.00000 113.00| | COVER CROP SEEDING | | | SECTION TOTALS | $ 315,288.88| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 315,288.88| $ | $ ====================================================================================================================================
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