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Last Updated:
08/01/2003
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July 31, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : 2 VENDOR RANKING CALL ORDER : F03 CONTRACT ID : 3657X COUNTIES : STANTON LETTING DATE : 07/31/03 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : STPP-15-3(112) N-15, PILGER SOUTH. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0810 ELK HORN CONSTRUCTION CO. $ 69,897.50 100.0000% 2 1742 HERBST CONSTRUCTION, INC. $ 70,747.00 101.2154% 3 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 72,803.55 104.1576% 4 0880 CHRISTENSEN BROS., INC. $ 78,690.05 112.5792% 5 1242 GARCIA-CHICOINE ENTERPRISES, INC. $ 79,319.60 113.4799% NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F03 -3 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 3657X COUNTIES : STANTON LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 1742 |( 3 ) 1613 |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. |COLLINS CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 116+25 1-18.5' & 2-35.75' SPANS CONCRETE SLAB BRIDGE | | | 0001 0001.08 930.000 BDAY| 0.50000 465.00| 0.50000 465.00| 0.50000 465.00 BARRICADE, TYPE II | | | 0002 0001.10 324.000 BDAY| 4.00000 1296.00| 4.00000 1296.00| 1.20000 388.80 BARRICADE, TYPE III | | | 0003 0001.75 40.000 EACH| 5.00000 200.00| 5.00000 200.00| 2.40000 96.00 TEMPORARY SIGN DAY | | | 0004 0001.90 486.000 EACH| 1.00000 486.00| 1.25000 607.50| 0.60000 291.60 SIGN DAY | | | 0005 0003.10 25.000 DAY | 200.00000 5000.00| 200.00000 5000.00| 200.00000 5000.00 FLAGGING | | | 0006 0030.60 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 6700.00000 6700.00 MOBILIZATION | | | 0007 1009.00 LUMP| 500.00000 500.00| 600.00000 600.00| 588.00000 588.00 GENERAL CLEARING AND GRUBBING | | | 0008 1011.00 4.000 MGAL| 8.00000 32.00| 8.00000 32.00| 8.00000 32.00 WATER | | | 0009 1030.00 391.000 CY | 7.00000 2737.00| 7.00000 2737.00| 8.00000 3128.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0010 6010.26 29.700 CY | 500.00000 14850.00| 525.00000 15592.50| 619.00000 18384.30 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0011 6030.00 1.000 EACH| 5000.00000 5000.00| 4000.00000 4000.00| 4990.00000 4990.00 PREPARATION OF BRIDGE AT STA. 116+25 | | | 0012 6131.50 3170.000 LB | 1.50000 4755.00| 1.00000 3170.00| 1.50000 4755.00 EPOXY COATED REINFORCING STEEL | | | 0013 7011.20 56.250 LF | 18.00000 1012.50| 12.00000 675.00| 29.00000 1631.25 W-BEAM GUARDRAIL | | | 0014 7017.00 300.000 LF | 3.00000 900.00| 2.00000 600.00| 2.40000 720.00 REMOVE GUARDRAIL | | | 0015 7020.00 4.000 EACH| 1918.00000 7672.00| 2100.00000 8400.00| 1900.00000 7600.00 BRIDGE APPROACH SECTIONS | | | 0016 7024.27 4.000 EACH| 1485.00000 5940.00| 1300.00000 5200.00| 1765.00000 7060.00 GUARDRAIL END TREATMENT, TYPE II | | | 0017 9188.50 266.000 SY | 40.00000 10640.00| 57.00000 15162.00| 34.00000 9044.00 SURFACING UNDER GUARDRAIL | | | 0018 L020.00 804.000 SY | 3.00000 2412.00| 2.50000 2010.00| 2.40000 1929.60 EROSION CONTROL | | | SECTION TOTALS | $ 69,897.50| $ 70,747.00| $ 72,803.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 69,897.50| $ 70,747.00| $ 72,803.55 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F03 -4 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 3657X COUNTIES : STANTON LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 1242 |( ) |CHRISTENSEN BROS., INC. |GARCIA-CHICOINE ENTERPRISES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 116+25 1-18.5' & 2-35.75' SPANS CONCRETE SLAB BRIDGE | | | 0001 0001.08 930.000 BDAY| 0.50000 465.00| 0.50000 465.00| BARRICADE, TYPE II | | | 0002 0001.10 324.000 BDAY| 1.20000 388.80| 4.00000 1296.00| BARRICADE, TYPE III | | | 0003 0001.75 40.000 EACH| 2.20000 88.00| 6.50000 260.00| TEMPORARY SIGN DAY | | | 0004 0001.90 486.000 EACH| 0.60000 291.60| 3.00000 1458.00| SIGN DAY | | | 0005 0003.10 25.000 DAY | 160.00000 4000.00| 200.00000 5000.00| FLAGGING | | | 0006 0030.60 LUMP| 8000.00000 8000.00| 8100.00000 8100.00| MOBILIZATION | | | 0007 1009.00 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| GENERAL CLEARING AND GRUBBING | | | 0008 1011.00 4.000 MGAL| 8.00000 32.00| 8.00000 32.00| WATER | | | 0009 1030.00 391.000 CY | 8.00000 3128.00| 8.50000 3323.50| EARTHWORK MEASURED IN EMBANKMENT | | | 0010 6010.26 29.700 CY | 460.00000 13662.00| 681.00000 20225.70| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0011 6030.00 1.000 EACH| 16000.00000 16000.00| 6000.00000 6000.00| PREPARATION OF BRIDGE AT STA. 116+25 | | | 0012 6131.50 3170.000 LB | 1.00000 3170.00| 1.54000 4881.80| EPOXY COATED REINFORCING STEEL | | | 0013 7011.20 56.250 LF | 25.00000 1406.25| 17.61000 990.56| W-BEAM GUARDRAIL | | | 0014 7017.00 300.000 LF | 2.00000 600.00| 3.00000 900.00| REMOVE GUARDRAIL | | | 0015 7020.00 4.000 EACH| 1700.00000 6800.00| 1918.00000 7672.00| BRIDGE APPROACH SECTIONS | | | 0016 7024.27 4.000 EACH| 1500.00000 6000.00| 1485.00000 5940.00| GUARDRAIL END TREATMENT, TYPE II | | | 0017 9188.50 266.000 SY | 45.00000 11970.00| 32.60000 8671.60| SURFACING UNDER GUARDRAIL | | | 0018 L020.00 804.000 SY | 2.10000 1688.40| 3.86000 3103.44| EROSION CONTROL | | | SECTION TOTALS | $ 78,690.05| $ 79,319.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,690.05| $ 79,319.60| $ ====================================================================================================================================
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