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02/02/2004
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January 29, 2004 Contract Letting |
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NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : F23 CONTRACT ID : 4902X COUNTIES : YORK LETTING DATE : 01/29/04 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : IM-80-8(142) I-80, AT THE WACO INTERCHANGE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE 0013 ACCEPTED IN THIS LETTING IS LIMITED TO $460,00O -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1242 GARCIA-CHICOINE ENTERPRISES, INC. $ 39,802.90 100.0000% 2 1742 HERBST CONSTRUCTION, INC. $ 44,952.75 112.9384% 3 1730 WILKE CONTRACTING CORPORATION $ 48,660.40 122.2534% 4 0013 THE DIAMOND ENGINEERING COMPANY $ 50,340.93 126.4755% 5 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 68,780.83 172.8036% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F23 -3 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 4902X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 1242 |( 2 ) 1742 |( 3 ) 1730 |GARCIA-CHICOINE ENTERPRISES |HERBST CONSTRUCTION, INC. |WILKE CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 315+00 2-59.5 ' & 2-69.5' SPANS PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0001 0001.08 810.000 BDAY| 0.50000 405.00| 0.50000 405.00| 0.50000 405.00 BARRICADE, TYPE II | | | 0002 0001.10 108.000 BDAY| 3.50000 378.00| 4.00000 432.00| 3.50000 378.00 BARRICADE, TYPE III | | | 0003 0001.90 918.000 EACH| 1.80000 1652.40| 2.00000 1836.00| 1.80000 1652.40 SIGN DAY | | | 0004 0003.75 1.000 EACH| 7690.00000 7690.00| 9000.00000 9000.00| 9500.00000 9500.00 TEMPORARY TRAFFIC SIGNAL | | | 0005 0030.60 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4500.00000 4500.00 MOBILIZATION | | | 0006 6004.50 64.500 LF | 65.00000 4192.50| 85.00000 5482.50| 78.00000 5031.00 EXPANSION JOINT | | | 0007 6010.26 12.900 CY | 700.00000 9030.00| 850.00000 10965.00| 910.00000 11739.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0008 6020.00 2455.000 LB | 1.00000 2455.00| 0.95000 2332.25| 1.00000 2455.00 REINFORCING STEEL FOR BRIDGE | | | 0009 6030.00 1.000 EACH| 10000.00000 10000.00| 10500.00000 10500.00| 13000.00000 13000.00 PREPARATION OF BRIDGE AT STA. 315+00 | | | SECTION TOTALS | $ 39,802.90| $ 44,952.75| $ 48,660.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,802.90| $ 44,952.75| $ 48,660.40 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F23 -4 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 4902X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0013 |( 5 ) 1613 |( ) |DIAMOND ENGINEERING COMPANY |COLLINS CONTRACTING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 315+00 2-59.5 ' & 2-69.5' SPANS PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0001 0001.08 810.000 BDAY| 0.50000 405.00| 0.50000 405.00| BARRICADE, TYPE II | | | 0002 0001.10 108.000 BDAY| 3.50000 378.00| 3.70000 399.60| BARRICADE, TYPE III | | | 0003 0001.90 918.000 EACH| 1.80000 1652.40| 1.90000 1744.20| SIGN DAY | | | 0004 0003.75 1.000 EACH| 7690.00000 7690.00| 8808.13000 8808.13| TEMPORARY TRAFFIC SIGNAL | | | 0005 0030.60 LUMP| 2850.00000 2850.00| 18906.83000 18906.83| MOBILIZATION | | | 0006 6004.50 64.500 LF | 79.80000 5147.10| 142.07000 9163.52| EXPANSION JOINT | | | 0007 6010.26 12.900 CY | 870.41000 11228.29| 971.69000 12534.80| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0008 6020.00 2455.000 LB | 2.37000 5818.35| 2.23000 5474.65| REINFORCING STEEL FOR BRIDGE | | | 0009 6030.00 1.000 EACH| 15171.79000 15171.79| 11344.10000 11344.10| PREPARATION OF BRIDGE AT STA. 315+00 | | | SECTION TOTALS | $ 50,340.93| $ 68,780.83| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 50,340.93| $ 68,780.83| $ ====================================================================================================================================
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