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Last Updated:
11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F16 CONTRACT ID : 6291 COUNTIES : CUSTER LETTING DATE : 11/14/02 DISTRICT : 6 CONTRACT DESCRIPTION : PROJECT(S) : STPP-STWD(52) DISTRICT 6 - DISTRICTWIDE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2126 CEMENT PRODUCTS, INC. $ 178,314.60 100.0000% 2 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 208,860.00 117.1301% 3 1730 WILKE CONTRACTING CORPORATION $ 211,355.03 118.5293% 4 1242 GARCIA-CHICOINE ENTERPRISES, INC. $ 213,205.98 119.5673% 5 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 276,154.97 154.8695% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F16 -3 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 6291 COUNTIES : CUSTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2126 |( 2 ) 1613 |( 3 ) 1730 |CEMENT PRODUCTS, INC. |COLLINS CONTRACTING COMPANY |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. 63+90 1-37.5' & 2-27.25' SPANS CONCRETE SLAB BRIDGE | | | 0001 0030.60 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 1500.00000 1500.00 MOBILIZATION | | | 0002 6010.26 23.100 CY | 300.00000 6930.00| 394.00000 9101.40| 665.00000 15361.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0003 6020.00 2445.000 LB | 1.00000 2445.00| 1.10000 2689.50| 0.85000 2078.25 REINFORCING STEEL FOR BRIDGE | | | 0004 6030.00 1.000 EACH| 5000.00000 5000.00| 7483.00000 7483.00| 2400.00000 2400.00 PREPARATION OF BRIDGE AT STA. 63+90 | | | SECTION TOTALS | $ 17,875.00| $ 21,273.90| $ 21,339.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6A BRIDGE AT STA. 150+88 1-25' & 2-25.04' SPANS DECK STEEL GIRDER BRIDGE | | | 0005 0030.60 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 1500.00000 1500.00 MOBILIZATION | | | 0006 6010.26 18.500 CY | 310.00000 5735.00| 394.00000 7289.00| 665.00000 12302.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0007 6020.00 2060.000 LB | 1.00000 2060.00| 1.10000 2266.00| 0.85000 1751.00 REINFORCING STEEL FOR BRIDGE | | | 0008 6030.00 1.000 EACH| 5000.00000 5000.00| 7483.00000 7483.00| 2100.00000 2100.00 PREPARATION OF BRIDGE AT STA. 150+88 | | | SECTION TOTALS | $ 16,295.00| $ 19,038.00| $ 17,653.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6B BRIDGE AT STA. 530+30 1-55' & 2-27.5' SPANS CONCRETE HOLLOW SLAB BRIDGE | | | 0009 0030.60 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 1500.00000 1500.00 MOBILIZATION | | | 0010 6010.26 27.400 CY | 300.00000 8220.00| 394.00000 10795.60| 650.00000 17810.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0011 6020.00 2875.000 LB | 1.00000 2875.00| 1.10000 3162.50| 0.85000 2443.75 REINFORCING STEEL FOR BRIDGE | | | 0012 6030.00 1.000 EACH| 6000.00000 6000.00| 7483.00000 7483.00| 2600.00000 2600.00 PREPARATION OF BRIDGE AT STA. 530+30 | | | SECTION TOTALS | $ 20,595.00| $ 23,441.10| $ 24,353.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0013 0030.70 LUMP| 6900.00000 6900.00| 3350.00000 3350.00| 3000.00000 3000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F16 -4 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 6291 COUNTIES : CUSTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2126 |( 2 ) 1613 |( 3 ) 1730 |CEMENT PRODUCTS, INC. |COLLINS CONTRACTING COMPANY |WILKE CONTRACTING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 1033.00 13.060 STA | 300.00000 3918.00| 1907.00000 24905.42| 2200.00000 28732.00 ROADWAY GRADING | | | 0015 7011.20 412.500 LF | 14.00000 5775.00| 15.00000 6187.50| 12.45000 5135.63 W-BEAM GUARDRAIL | | | 0016 7017.00 887.000 LF | 5.00000 4435.00| 1.60000 1419.20| 2.20000 1951.40 REMOVE GUARDRAIL | | | 0017 7020.00 12.000 EACH| 2500.00000 30000.00| 2671.00000 32052.00| 2700.00000 32400.00 BRIDGE APPROACH SECTIONS | | | 0018 7024.27 12.000 EACH| 1425.00000 17100.00| 1522.00000 18264.00| 1480.00000 17760.00 GUARDRAIL END TREATMENT, TYPE II | | | 0019 9188.50 679.000 SY | 35.00000 23765.00| 37.00000 25123.00| 34.00000 23086.00 SURFACING UNDER GUARDRAIL | | | 0020 L020.00 3510.000 SY | 2.14000 7511.40| 2.30000 8073.00| 2.50000 8775.00 EROSION CONTROL | | | SECTION TOTALS | $ 99,404.40| $ 119,374.12| $ 120,840.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0021 0001.08 2895.000 BDAY| 0.50000 1447.50| 0.50000 1447.50| 0.50000 1447.50 BARRICADE, TYPE II | | | 0022 0001.10 1068.000 BDAY| 2.00000 2136.00| 2.20000 2349.60| 1.75000 1869.00 BARRICADE, TYPE III | | | 0023 0001.90 1602.000 EACH| 0.85000 1361.70| 0.89000 1425.78| 0.75000 1201.50 SIGN DAY | | | 0024 0003.10 90.000 DAY | 180.00000 16200.00| 210.00000 18900.00| 225.00000 20250.00 FLAGGING | | | 0025 0030.70 LUMP| 3000.00000 3000.00| 1610.00000 1610.00| 2400.00000 2400.00 MOBILIZATION | | | SECTION TOTALS | $ 24,145.20| $ 25,732.88| $ 27,168.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,314.60| $ 208,860.00| $ 211,355.03 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F16 -5 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 6291 COUNTIES : CUSTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 4 ) 1242 |( 5 ) 2853 |( ) |GARCIA-CHICOINE ENTERPRISES |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. 63+90 1-37.5' & 2-27.25' SPANS CONCRETE SLAB BRIDGE | | | 0001 0030.60 LUMP| 3000.00000 3000.00| 5336.00000 5336.00| MOBILIZATION | | | 0002 6010.26 23.100 CY | 405.00000 9355.50| 578.00000 13351.80| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0003 6020.00 2445.000 LB | 1.10000 2689.50| 1.16000 2836.20| REINFORCING STEEL FOR BRIDGE | | | 0004 6030.00 1.000 EACH| 4800.00000 4800.00| 17917.00000 17917.00| PREPARATION OF BRIDGE AT STA. 63+90 | | | SECTION TOTALS | $ 19,845.00| $ 39,441.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6A BRIDGE AT STA. 150+88 1-25' & 2-25.04' SPANS DECK STEEL GIRDER BRIDGE | | | 0005 0030.60 LUMP| 1500.00000 1500.00| 5336.00000 5336.00| MOBILIZATION | | | 0006 6010.26 18.500 CY | 405.00000 7492.50| 596.14000 11028.59| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0007 6020.00 2060.000 LB | 1.10000 2266.00| 1.16000 2389.60| REINFORCING STEEL FOR BRIDGE | | | 0008 6030.00 1.000 EACH| 3600.00000 3600.00| 17917.00000 17917.00| PREPARATION OF BRIDGE AT STA. 150+88 | | | SECTION TOTALS | $ 14,858.50| $ 36,671.19| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6B BRIDGE AT STA. 530+30 1-55' & 2-27.5' SPANS CONCRETE HOLLOW SLAB BRIDGE | | | 0009 0030.60 LUMP| 3000.00000 3000.00| 5336.00000 5336.00| MOBILIZATION | | | 0010 6010.26 27.400 CY | 405.00000 11097.00| 584.32000 16010.37| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0011 6020.00 2875.000 LB | 1.10000 3162.50| 1.16000 3335.00| REINFORCING STEEL FOR BRIDGE | | | 0012 6030.00 1.000 EACH| 5200.00000 5200.00| 26887.00000 26887.00| PREPARATION OF BRIDGE AT STA. 530+30 | | | SECTION TOTALS | $ 22,459.50| $ 51,568.37| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0013 0030.70 LUMP| 5950.00000 5950.00| 7935.00000 7935.00| MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F16 -6 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 6291 COUNTIES : CUSTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 4 ) 1242 |( 5 ) 2853 |( ) |GARCIA-CHICOINE ENTERPRISES |SIMON CONTRACTORS AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 1033.00 13.060 STA | 2350.00000 30691.00| 1573.55000 20550.56| ROADWAY GRADING | | | 0015 7011.20 412.500 LF | 12.43000 5127.38| 16.10000 6641.25| W-BEAM GUARDRAIL | | | 0016 7017.00 887.000 LF | 2.20000 1951.40| 1.73000 1534.51| REMOVE GUARDRAIL | | | 0017 7020.00 12.000 EACH| 2671.00000 32052.00| 2875.00000 34500.00| BRIDGE APPROACH SECTIONS | | | 0018 7024.27 12.000 EACH| 1463.00000 17556.00| 1638.75000 19665.00| GUARDRAIL END TREATMENT, TYPE II | | | 0019 9188.50 679.000 SY | 30.00000 20370.00| 37.37000 25374.23| SURFACING UNDER GUARDRAIL | | | 0020 L020.00 3510.000 SY | 3.00000 10530.00| 2.00000 7020.00| EROSION CONTROL | | | SECTION TOTALS | $ 124,227.78| $ 123,220.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0021 0001.08 2895.000 BDAY| 0.50000 1447.50| 0.50000 1447.50| BARRICADE, TYPE II | | | 0022 0001.10 1068.000 BDAY| 3.00000 3204.00| 2.30000 2456.40| BARRICADE, TYPE III | | | 0023 0001.90 1602.000 EACH| 1.85000 2963.70| 0.98000 1569.96| SIGN DAY | | | 0024 0003.10 90.000 DAY | 200.00000 18000.00| 195.50000 17595.00| FLAGGING | | | 0025 0030.70 LUMP| 6200.00000 6200.00| 2185.00000 2185.00| MOBILIZATION | | | SECTION TOTALS | $ 31,815.20| $ 25,253.86| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 213,205.98| $ 276,154.97| $ ====================================================================================================================================
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