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Last Updated:
07/23/2004
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July 22, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : 2 VENDOR RANKING CALL ORDER : N06 CONTRACT ID : 5038 COUNTIES : GARDEN LETTING DATE : 07/22/04 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : STR-27-3(1002) ON N-27, OSHKOSH SOUTH. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0880 THIS PROJECT IS NOT TIED TO PROJECT NO. STPN-TMT-26-2(151). 1730 THIS PROJECT IS NOT TIED TO PROJECT NO. STPN-TMT-26-2(151). 2406 THIS PROJECT IS NOT TIED TO PROJECT NO. STPN-TMT-26-2(151). 2853 THIS PROJECT IS NOT TIED TO PROJECT NO. STPN-TMT-26-2(151). -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 319,217.46 100.0000% 2 1730 WILKE CONTRACTING CORPORATION $ 346,504.08 108.5480% 3 2283 PERRETT CONSTRUCTION, LTD. $ 347,913.22 108.9894% 4 1742 HERBST CONSTRUCTION, INC. $ 373,845.80 117.1132% 5 2406 WILDCAT CONSTRUCTION CO., INC. AND SUBSIDIARIES $ 487,568.20 152.7386% 6 0880 CHRISTENSEN BROS., INC. $ 490,411.40 153.6293% NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : N06 -3 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 5038 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 1730 |( 3 ) 2283 |SIMON CONTRACTORS AND SUBSI |WILKE CONTRACTING CORPORATI |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 21+96.00 418.92' MULTIPLE SPANS PRESTRESSED CONC GIRDER BRIDGE | | | 0001 0001.08 608.000 BDAY| 0.50000 304.00| 0.50000 304.00| 0.50000 304.00 BARRICADE, TYPE II | | | 0002 0001.10 456.000 BDAY| 0.86000 392.16| 1.00000 456.00| 1.00000 456.00 BARRICADE, TYPE III | | | 0003 0001.90 2584.000 EACH| 0.52000 1343.68| 0.50000 1292.00| 0.75000 1938.00 SIGN DAY | | | 0004 0002.30 1200.000 LF | 0.58000 696.00| 0.50000 600.00| 1.00000 1200.00 PAVEMENT MARKING REMOVAL | | | 0005 0002.44 5000.000 LF | 0.29000 1450.00| 0.35000 1750.00| 0.50000 2500.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0006 0002.47 1000.000 LF | 0.92000 920.00| 0.85000 850.00| 1.00000 1000.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0007 0003.10 10.000 DAY | 287.50000 2875.00| 240.00000 2400.00| 250.00000 2500.00 FLAGGING | | | 0008 0003.51 900.000 LF | 16.61000 14949.00| 15.50000 13950.00| 12.00000 10800.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0009 0003.56 900.000 LF | 2.14000 1926.00| 4.00000 3600.00| 4.00000 3600.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0010 0003.70 4.000 EACH| 460.00000 1840.00| 500.00000 2000.00| 500.00000 2000.00 TEMPORARY RUMBLE STRIP | | | 0011 0003.75 1.000 EACH| 17202.85000 17202.85| 8800.00000 8800.00| 15000.00000 15000.00 TEMPORARY TRAFFIC SIGNAL | | | 0012 0005.10 70.000 DAY | 92.00000 6440.00| 100.00000 7000.00| 100.00000 7000.00 TRAFFIC CONTROL MANAGEMENT | | | 0013 0010.04 1.000 EACH| 4600.00000 4600.00| 1500.00000 1500.00| 1500.00000 1500.00 FIELD OFFICE | | | 0014 0030.60 LUMP| 18342.50000 18342.50| 14800.00000 14800.00| 30000.00000 30000.00 MOBILIZATION | | | 0015 1102.00 310.000 SY | 9.35000 2898.50| 6.00000 1860.00| 6.00000 1860.00 REMOVE ASPHALT SURFACE | | | 0016 6004.50 126.000 LF | 64.69000 8150.94| 71.00000 8946.00| 85.00000 10710.00 EXPANSION JOINT | | | 0017 6007.01 1849.800 SY | 6.32000 11690.74| 19.00000 35146.20| 18.75000 34683.75 CLASS I REPAIR | | | 0018 6007.02 277.600 SY | 128.38000 35638.29| 100.00000 27760.00| 45.00000 12492.00 CLASS II REPAIR | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : N06 -4 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 5038 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2853 |( 2 ) 1730 |( 3 ) 2283 |SIMON CONTRACTORS AND SUBSI |WILKE CONTRACTING CORPORATI |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6007.03 5.000 SY | 449.65000 2248.25| 200.00000 1000.00| 227.00000 1135.00 CLASS III REPAIR | | | 0020 6008.40 1849.800 SY | 26.41000 48853.22| 30.60000 56603.88| 12.64000 23381.47 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0021 6010.26 46.000 CY | 461.00000 21206.00| 488.00000 22448.00| 645.00000 29670.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0022 6016.02 128.500 CY | 181.58000 23333.03| 335.00000 43047.50| 438.00000 56283.00 CONCRETE FOR OVERLAYS-SF | | | 0023 6020.00 5990.000 LB | 1.46000 8745.40| 0.75000 4492.50| 1.50000 8985.00 REINFORCING STEEL FOR BRIDGE | | | 0024 6030.00 1.000 EACH| 16157.50000 16157.50| 12200.00000 12200.00| 10000.00000 10000.00 PREPARATION OF BRIDGE AT STA. 21+96.00 | | | 0025 6082.01 2110.000 LB | 2.27000 4789.70| 4.00000 8440.00| 4.00000 8440.00 STRUCTURAL STEEL FOR BRIDGE RAIL | | | 0026 7011.20 100.000 LF | 48.70000 4870.00| 43.00000 4300.00| 40.00000 4000.00 W-BEAM GUARDRAIL | | | 0027 7017.50 375.000 LF | 4.54000 1702.50| 5.00000 1875.00| 8.50000 3187.50 REMOVE & SALVAGE GUARDRAIL | | | 0028 7020.00 4.000 EACH| 2733.55000 10934.20| 2377.00000 9508.00| 3500.00000 14000.00 BRIDGE APPROACH SECTIONS | | | 0029 7024.27 4.000 EACH| 2305.75000 9223.00| 2050.00000 8200.00| 3000.00000 12000.00 GUARDRAIL END TREATMENT, TYPE II | | | 0030 9005.45 60.000 TON | 138.00000 8280.00| 150.00000 9000.00| 140.00000 8400.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0031 9009.87 625.000 SY | 35.54000 22212.50| 47.00000 29375.00| 39.50000 24687.50 SURFACING 8" | | | 0032 9110.01 30.000 HOUR| 92.00000 2760.00| 50.00000 1500.00| 85.00000 2550.00 RENTAL OF LOADER, FULLY OPERATED | | | 0033 9110.03 30.000 HOUR| 74.75000 2242.50| 50.00000 1500.00| 55.00000 1650.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | SECTION TOTALS | $ 319,217.46| $ 346,504.08| $ 347,913.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 319,217.46| $ 346,504.08| $ 347,913.22 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : N06 -5 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 5038 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 2406 |( 6 ) 0880 |HERBST CONSTRUCTION, INC. |WILDCAT CONSTRUCTION CO., I |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 21+96.00 418.92' MULTIPLE SPANS PRESTRESSED CONC GIRDER BRIDGE | | | 0001 0001.08 608.000 BDAY| 0.50000 304.00| 0.50000 304.00| 0.50000 304.00 BARRICADE, TYPE II | | | 0002 0001.10 456.000 BDAY| 0.75000 342.00| 0.75000 342.00| 0.80000 364.80 BARRICADE, TYPE III | | | 0003 0001.90 2584.000 EACH| 0.45000 1162.80| 0.45000 1162.80| 0.50000 1292.00 SIGN DAY | | | 0004 0002.30 1200.000 LF | 0.50000 600.00| 0.50000 600.00| 0.60000 720.00 PAVEMENT MARKING REMOVAL | | | 0005 0002.44 5000.000 LF | 0.25000 1250.00| 0.25000 1250.00| 0.30000 1500.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0006 0002.47 1000.000 LF | 0.80000 800.00| 0.80000 800.00| 0.85000 850.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0007 0003.10 10.000 DAY | 190.00000 1900.00| 400.00000 4000.00| 240.00000 2400.00 FLAGGING | | | 0008 0003.51 900.000 LF | 14.00000 12600.00| 29.00000 26100.00| 15.00000 13500.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0009 0003.56 900.000 LF | 8.00000 7200.00| 6.50000 5850.00| 8.00000 7200.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0010 0003.70 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 500.00000 2000.00 TEMPORARY RUMBLE STRIP | | | 0011 0003.75 1.000 EACH| 12000.00000 12000.00| 18000.00000 18000.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL | | | 0012 0005.10 70.000 DAY | 80.00000 5600.00| 80.00000 5600.00| 85.00000 5950.00 TRAFFIC CONTROL MANAGEMENT | | | 0013 0010.04 1.000 EACH| 2500.00000 2500.00| 3000.00000 3000.00| 2000.00000 2000.00 FIELD OFFICE | | | 0014 0030.60 LUMP| 38200.00000 38200.00| 75000.00000 75000.00| 45000.00000 45000.00 MOBILIZATION | | | 0015 1102.00 310.000 SY | 6.00000 1860.00| 13.00000 4030.00| 20.00000 6200.00 REMOVE ASPHALT SURFACE | | | 0016 6004.50 126.000 LF | 55.00000 6930.00| 235.00000 29610.00| 110.00000 13860.00 EXPANSION JOINT | | | 0017 6007.01 1849.800 SY | 22.00000 40695.60| 6.00000 11098.80| 7.00000 12948.60 CLASS I REPAIR | | | 0018 6007.02 277.600 SY | 120.00000 33312.00| 135.00000 37476.00| 160.00000 44416.00 CLASS II REPAIR | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : N06 -6 TABULATION OF BIDS CALL ORDER : N06 CONTRACT ID : 5038 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 2406 |( 6 ) 0880 |HERBST CONSTRUCTION, INC. |WILDCAT CONSTRUCTION CO., I |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6007.03 5.000 SY | 300.00000 1500.00| 250.00000 1250.00| 250.00000 1250.00 CLASS III REPAIR | | | 0020 6008.40 1849.800 SY | 18.00000 33296.40| 22.00000 40695.60| 45.00000 83241.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0021 6010.26 46.000 CY | 450.00000 20700.00| 1050.00000 48300.00| 750.00000 34500.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0022 6016.02 128.500 CY | 380.00000 48830.00| 600.00000 77100.00| 420.00000 53970.00 CONCRETE FOR OVERLAYS-SF | | | 0023 6020.00 5990.000 LB | 1.20000 7188.00| 2.00000 11980.00| 2.00000 11980.00 REINFORCING STEEL FOR BRIDGE | | | 0024 6030.00 1.000 EACH| 16000.00000 16000.00| 16000.00000 16000.00| 67000.00000 67000.00 PREPARATION OF BRIDGE AT STA. 21+96.00 | | | 0025 6082.01 2110.000 LB | 3.00000 6330.00| 3.50000 7385.00| 3.00000 6330.00 STRUCTURAL STEEL FOR BRIDGE RAIL | | | 0026 7011.20 100.000 LF | 42.50000 4250.00| 42.35000 4235.00| 43.00000 4300.00 W-BEAM GUARDRAIL | | | 0027 7017.50 375.000 LF | 10.00000 3750.00| 8.40000 3150.00| 9.00000 3375.00 REMOVE & SALVAGE GUARDRAIL | | | 0028 7020.00 4.000 EACH| 2400.00000 9600.00| 2377.00000 9508.00| 2400.00000 9600.00 BRIDGE APPROACH SECTIONS | | | 0029 7024.27 4.000 EACH| 2005.00000 8020.00| 2005.00000 8020.00| 2040.00000 8160.00 GUARDRAIL END TREATMENT, TYPE II | | | 0030 9005.45 60.000 TON | 235.00000 14100.00| 134.10000 8046.00| 135.00000 8100.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0031 9009.87 625.000 SY | 45.00000 28125.00| 35.00000 21875.00| 36.00000 22500.00 SURFACING 8" | | | 0032 9110.01 30.000 HOUR| 60.00000 1800.00| 65.00000 1950.00| 70.00000 2100.00 RENTAL OF LOADER, FULLY OPERATED | | | 0033 9110.03 30.000 HOUR| 50.00000 1500.00| 75.00000 2250.00| 50.00000 1500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | SECTION TOTALS | $ 373,845.80| $ 487,568.20| $ 490,411.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 373,845.80| $ 487,568.20| $ 490,411.40 ====================================================================================================================================
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