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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 : F23 CONTRACT ID : 7000 COUNTIES : CHASE LETTING DATE : 04/08/04 DISTRICT : 7 CONTRACT DESCRIPTION : PROJECT(S) : STPD-61-1(108) N-61, ENDERS SPILLWAY BRIDGE -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1730 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE. 1730 ACCEPTED IN THIS LETTING IS LIMITED TO 2. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1730 WILKE CONTRACTING CORPORATION $ 289,321.00 100.0000% NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F23 -3 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 7000 COUNTIES : CHASE LETTING DATE : 04/08/04 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 1730 |( ) |( ) |WILKE CONTRACTING CORPORATI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 237+58.5 1-21' & 6-58' SPANS, CONCRETE SLAB BRIDGE | | | 0001 0001.10 492.000 BDAY| 3.50000 1722.00| | BARRICADE, TYPE III | | | 0002 0001.90 656.000 EACH| 1.50000 984.00| | SIGN DAY | | | 0003 0001.99 82.000 EACH| 4.00000 328.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0004 0002.76 1000.000 LF | 2.50000 2500.00| | PERMANENT PAVEMENT MARKING PAINT | | | 0005 0030.60 LUMP| 23400.00000 23400.00| | MOBILIZATION | | | 0006 6004.50 200.000 LF | 316.00000 63200.00| | EXPANSION JOINT | | | 0007 6007.01 984.000 SY | 49.00000 48216.00| | CLASS I REPAIR | | | 0008 6007.02 295.000 SY | 162.00000 47790.00| | CLASS II REPAIR | | | 0009 6007.03 5.000 SY | 205.00000 1025.00| | CLASS III REPAIR | | | 0010 6008.40 984.000 SY | 22.00000 21648.00| | PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0011 6016.02 86.000 CY | 588.00000 50568.00| | CONCRETE FOR OVERLAYS-SF | | | 0012 6030.00 1.000 EACH| 19300.00000 19300.00| | PREPARATION OF BRIDGE AT STA. 237+58.5 | | | 0013 9005.50 30.000 TON | 288.00000 8640.00| | ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | SECTION TOTALS | $ 289,321.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,321.00| $ | $ ====================================================================================================================================
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