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NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03 PAGE : 2 VENDOR RANKING CALL ORDER : N14 CONTRACT ID : 3626X COUNTIES : DAKOTA LETTING DATE : 02/06/03 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : STR-20-7(1010) ON US-20, JACKSON EAST BRIDGE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1802 CRAMER AND ASSOCIATES, INC. $ 187,411.00 100.0000% 2 0880 CHRISTENSEN BROS., INC. $ 188,619.40 100.6448% 3 1730 WILKE CONTRACTING CORPORATION $ 353,850.50 188.8099% NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03 PAGE : N14 -3 TABULATION OF BIDS
CALL ORDER : N14 CONTRACT ID : 3626X COUNTIES : DAKOTA LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1802 |( 2 ) 0880 |( 3 ) 1730 |CRAMER AND ASSOCIATES, INC. |CHRISTENSEN BROS., 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. 1007+75.00 2-92' & 1-116' SPANS WELDED PLATE GIRDER BRIDGE | | | 0001 0001.08 2135.000 BDAY| 0.50000 1067.50| 0.50000 1067.50| 0.50000 1067.50 BARRICADE, TYPE II | | | 0002 0001.10 124.000 BDAY| 0.75000 93.00| 3.10000 384.40| 1.50000 186.00 BARRICADE, TYPE III | | | 0003 0001.90 1830.000 EACH| 0.75000 1372.50| 0.55000 1006.50| 0.50000 915.00 SIGN DAY | | | 0004 0002.30 1200.000 LF | 0.55000 660.00| 0.55000 660.00| 1.10000 1320.00 PAVEMENT MARKING REMOVAL | | | 0005 0002.39 3200.000 LF | 1.00000 3200.00| 1.15000 3680.00| 0.50000 1600.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0006 0002.47 1000.000 LF | 0.55000 550.00| 0.55000 550.00| 0.33000 330.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0007 0003.10 10.000 DAY | 100.00000 1000.00| 180.00000 1800.00| 260.00000 2600.00 FLAGGING | | | 0008 0003.70 4.000 EACH| 200.00000 800.00| 400.00000 1600.00| 450.00000 1800.00 TEMPORARY RUMBLE STRIP | | | 0009 0003.75 1.000 EACH| 7500.00000 7500.00| 8000.00000 8000.00| 7000.00000 7000.00 TEMPORARY TRAFFIC SIGNAL | | | 0010 0030.60 LUMP| 23000.00000 23000.00| 18000.00000 18000.00| 10000.00000 10000.00 MOBILIZATION | | | 0011 6004.50 187.500 LF | 40.00000 7500.00| 60.00000 11250.00| 90.00000 16875.00 EXPANSION JOINT | | | 0012 6007.01 2226.000 SY | 6.00000 13356.00| 14.00000 31164.00| 40.00000 89040.00 CLASS I REPAIR | | | 0013 6007.02 448.000 SY | 60.00000 26880.00| 40.00000 17920.00| 120.00000 53760.00 CLASS II REPAIR | | | 0014 6007.03 5.000 SY | 500.00000 2500.00| 200.00000 1000.00| 200.00000 1000.00 CLASS III REPAIR | | | 0015 6008.40 2226.000 SY | 30.00000 66780.00| 20.00000 44520.00| 42.00000 93492.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0016 6016.02 167.800 CY | 140.00000 23492.00| 240.00000 40272.00| 400.00000 67120.00 CONCRETE FOR OVERLAYS-SF | | | 0017 6080.00 1915.000 LB | 4.00000 7660.00| 3.00000 5745.00| 3.00000 5745.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | SECTION TOTALS | $ 187,411.00| $ 188,619.40| $ 353,850.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 187,411.00| $ 188,619.40| $ 353,850.50 ====================================================================================================================================
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