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12/20/2002
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December 19, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F40 CONTRACT ID : 8738 COUNTIES : HOLT LETTING DATE : 12/19/02 DISTRICT : 8 CONTRACT DESCRIPTION : PROJECT(S) : BR-1970(2) ON A COUNTY ROAD NORTHWEST OF CHAMBERS - TWO SITES -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH 1742 WILL BE ACCEPTED IN THIS LETTING IS LIMITED TO 2. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0805 A. M. COHRON & SON, INC. $ 431,778.07 100.0000% 2 0774 DIXON CONSTRUCTION CO. $ 482,749.17 111.8049% 3 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 495,074.27 114.6594% 4 0462 L. J. WEBB CONTRACTOR, INC. $ 501,751.27 116.2058% 5 1742 HERBST CONSTRUCTION, INC. $ 523,294.08 121.1952% 6 0880 CHRISTENSEN BROS., INC. $ 572,596.50 132.6136% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F40 -3 TABULATION OF BIDS CALL ORDER : F40 CONTRACT ID : 8738 COUNTIES : HOLT LETTING DATE : 12/19/02 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0774 |( 3 ) 2853 |COHRON & SON, INC./A. M. |DIXON CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 6065.39000 6065.39| 10000.00000 10000.00| 1840.00000 1840.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 179.43000 179.43| 500.00000 500.00| 230.00000 230.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1076.58000 1076.58| 2500.00000 2500.00| 460.00000 460.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 21.000 MGAL| 7.17000 150.57| 7.17000 150.57| 11.50000 241.50 WATER | | | 0005 1030.00 6869.000 CY | 3.40000 23354.60| 5.00000 34345.00| 5.06000 34757.14 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.24 36.000 LF | 20.44000 735.84| 27.00000 972.00| 17.25000 621.00 24" DRIVEWAY CULVERT PIPE | | | 0007 2001.00 223.000 CY | 9.79000 2183.17| 30.00000 6690.00| 8.37000 1866.51 GRAVEL SURFACE COURSE | | | 0008 2005.50 795.000 CY | 8.48000 6741.60| 8.48000 6741.60| 9.20000 7314.00 CLAY SURFACE COURSE | | | 0009 L006.00 2.000 ACRE| 150.77000 301.54| 500.00000 1000.00| 86.25000 172.50 COVER CROP SEEDING | | | SECTION TOTALS | $ 40,788.72| $ 62,899.17| $ 47,502.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 10+20 | | | 0010 0030.60 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| 20849.50000 20849.50 MOBILIZATION | | | 0011 6000.10 1.200 LS | 3000.00000 3000.00| 5000.00000 5000.00| 5876.50000 5876.50 ABUTMENT NO.1 EXCAVATION | | | 0012 6000.11 1.200 LS | 3000.00000 3000.00| 5000.00000 5000.00| 5876.50000 5876.50 ABUTMENT NO.2 EXCAVATION | | | 0013 6010.22 69.700 CY | 335.00000 23349.50| 350.00000 24395.00| 394.88000 27523.14 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0014 6010.26 47.400 CY | 345.00000 16353.00| 350.00000 16590.00| 440.20000 20865.48 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0015 6011.11 40.800 LS | 34000.00000 34000.00| 35000.00000 35000.00| 33177.50000 33177.50 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 10+20 | | | 0016 6020.00 11795.000 LB | 0.45000 5307.75| 0.60000 7077.00| 0.60000 7077.00 REINFORCING STEEL FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F40 -4 TABULATION OF BIDS CALL ORDER : F40 CONTRACT ID : 8738 COUNTIES : HOLT LETTING DATE : 12/19/02 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0774 |( 3 ) 2853 |COHRON & SON, INC./A. M. |DIXON CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6040.00 1.000 EACH| 9000.00000 9000.00| 10000.00000 10000.00| 3726.00000 3726.00 REMOVE STRUCTURE AT STA. 10+20 | | | 0018 6080.00 2490.000 LB | 1.65000 4108.50| 2.50000 6225.00| 1.62000 4033.80 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0019 6200.00 660.000 LF | 28.50000 18810.00| 30.00000 19800.00| 31.33000 20677.80 CONCRETE PILING | | | 0020 6310.00 4125.000 SF | 8.80000 36300.00| 11.00000 45375.00| 12.34000 50902.50 STEEL SHEET PILING | | | SECTION TOTALS | $ 171,228.75| $ 194,462.00| $ 200,585.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6A BRIDGE AT STA. 15+35 | | | 0021 0030.60 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| 21424.50000 21424.50 MOBILIZATION | | | 0022 6000.10 1.200 LS | 3000.00000 3000.00| 5000.00000 5000.00| 5876.50000 5876.50 ABUTMENT NO.1 EXCAVATION | | | 0023 6000.11 1.200 LS | 3000.00000 3000.00| 5000.00000 5000.00| 5876.50000 5876.50 ABUTMENT NO.2 EXCAVATION | | | 0024 6010.22 52.600 CY | 335.00000 17621.00| 350.00000 18410.00| 418.90000 22034.14 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 69.500 CY | 345.00000 23977.50| 350.00000 24325.00| 449.34000 31229.13 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6011.11 46.300 LS | 49500.00000 49500.00| 45000.00000 45000.00| 48070.00000 48070.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 15+35 | | | 0027 6020.00 16910.000 LB | 0.45000 7609.50| 0.60000 10146.00| 0.64000 10822.40 REINFORCING STEEL FOR BRIDGE | | | 0028 6040.00 1.000 EACH| 18000.00000 18000.00| 10000.00000 10000.00| 7452.00000 7452.00 REMOVE STRUCTURE AT STA. 15+35 | | | 0029 6080.00 1020.000 LB | 1.65000 1683.00| 4.00000 4080.00| 2.13000 2172.60 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0030 6200.00 1060.000 LF | 28.50000 30210.00| 30.00000 31800.00| 29.81000 31598.60 CONCRETE PILING | | | 0031 6310.00 2417.000 SF | 8.80000 21269.60| 11.00000 26587.00| 11.69000 28254.73 STEEL SHEET PILING | | | SECTION TOTALS | $ 193,870.60| $ 200,348.00| $ 214,811.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F40 -5 TABULATION OF BIDS CALL ORDER : F40 CONTRACT ID : 8738 COUNTIES : HOLT LETTING DATE : 12/19/02 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0774 |( 3 ) 2853 |COHRON & SON, INC./A. M. |DIXON CONSTRUCTION CO. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 0030.70 LUMP| 800.00000 800.00| 800.00000 800.00| 230.00000 230.00 MOBILIZATION | | | 0033 7020.00 8.000 EACH| 1075.00000 8600.00| 1075.00000 8600.00| 1380.00000 11040.00 BRIDGE APPROACH SECTIONS | | | 0034 7021.47 8.000 EACH| 1060.00000 8480.00| 1060.00000 8480.00| 1437.50000 11500.00 MELT | | | SECTION TOTALS | $ 17,880.00| $ 17,880.00| $ 22,770.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0035 0001.10 1920.000 BDAY| 1.50000 2880.00| 1.50000 2880.00| 1.73000 3321.60 BARRICADE, TYPE III | | | 0036 0001.90 2240.000 EACH| 0.50000 1120.00| 0.50000 1120.00| 0.58000 1299.20 SIGN DAY | | | 0037 0001.98 960.000 EACH| 1.00000 960.00| 1.00000 960.00| 1.15000 1104.00 CONTRACTOR FURNISHED SIGN | | | 0038 0010.04 1.000 EACH| 2700.00000 2700.00| 1200.00000 1200.00| 2530.00000 2530.00 FIELD OFFICE | | | 0039 0030.00 LUMP| 350.00000 350.00| 1000.00000 1000.00| 1150.00000 1150.00 MOBILIZATION | | | SECTION TOTALS | $ 8,010.00| $ 7,160.00| $ 9,404.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 431,778.07| $ 482,749.17| $ 495,074.27 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F40 -6 TABULATION OF BIDS CALL ORDER : F40 CONTRACT ID : 8738 COUNTIES : HOLT LETTING DATE : 12/19/02 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0462 |( 5 ) 1742 |( 6 ) 0880 |WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 1000.00000 1000.00| 6065.39000 6065.39| 1500.00000 1500.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 200.00000 200.00| 179.43000 179.43| 100.00000 100.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 400.00000 400.00| 1076.58000 1076.58| 300.00000 300.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 21.000 MGAL| 10.00000 210.00| 7.17000 150.57| 9.00000 189.00 WATER | | | 0005 1030.00 6869.000 CY | 4.40000 30223.60| 3.50000 24041.50| 4.50000 30910.50 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.24 36.000 LF | 15.00000 540.00| 20.44000 735.84| 30.00000 1080.00 24" DRIVEWAY CULVERT PIPE | | | 0007 2001.00 223.000 CY | 7.29000 1625.67| 9.79000 2183.17| 9.00000 2007.00 GRAVEL SURFACE COURSE | | | 0008 2005.50 795.000 CY | 8.00000 6360.00| 8.48000 6741.60| 5.00000 3975.00 CLAY SURFACE COURSE | | | 0009 L006.00 2.000 ACRE| 75.00000 150.00| 175.00000 350.00| 500.00000 1000.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 40,709.27| $ 41,524.08| $ 41,061.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 10+20 | | | 0010 0030.60 LUMP| 25000.00000 25000.00| 22000.00000 22000.00| 24000.00000 24000.00 MOBILIZATION | | | 0011 6000.10 1.200 LS | 4000.00000 4000.00| 5000.00000 5000.00| 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0012 6000.11 1.200 LS | 4000.00000 4000.00| 5000.00000 5000.00| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0013 6010.22 69.700 CY | 425.00000 29622.50| 400.00000 27880.00| 490.00000 34153.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0014 6010.26 47.400 CY | 450.00000 21330.00| 375.00000 17775.00| 440.00000 20856.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0015 6011.11 40.800 LS | 36500.00000 36500.00| 52000.00000 52000.00| 58000.00000 58000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 10+20 | | | 0016 6020.00 11795.000 LB | 0.70000 8256.50| 0.50000 5897.50| 0.80000 9436.00 REINFORCING STEEL FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F40 -7 TABULATION OF BIDS CALL ORDER : F40 CONTRACT ID : 8738 COUNTIES : HOLT LETTING DATE : 12/19/02 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0462 |( 5 ) 1742 |( 6 ) 0880 |WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6040.00 1.000 EACH| 4000.00000 4000.00| 5000.00000 5000.00| 4000.00000 4000.00 REMOVE STRUCTURE AT STA. 10+20 | | | 0018 6080.00 2490.000 LB | 3.00000 7470.00| 3.50000 8715.00| 3.00000 7470.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0019 6200.00 660.000 LF | 30.00000 19800.00| 31.00000 20460.00| 34.00000 22440.00 CONCRETE PILING | | | 0020 6310.00 4125.000 SF | 13.00000 53625.00| 13.00000 53625.00| 12.00000 49500.00 STEEL SHEET PILING | | | SECTION TOTALS | $ 213,604.00| $ 223,352.50| $ 241,855.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6A BRIDGE AT STA. 15+35 | | | 0021 0030.60 LUMP| 25000.00000 25000.00| 23000.00000 23000.00| 25000.00000 25000.00 MOBILIZATION | | | 0022 6000.10 1.200 LS | 4000.00000 4000.00| 5000.00000 5000.00| 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0023 6000.11 1.200 LS | 4000.00000 4000.00| 5000.00000 5000.00| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0024 6010.22 52.600 CY | 425.00000 22355.00| 420.00000 22092.00| 490.00000 25774.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 69.500 CY | 450.00000 31275.00| 375.00000 26062.50| 440.00000 30580.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6011.11 46.300 LS | 50000.00000 50000.00| 65000.00000 65000.00| 75000.00000 75000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 15+35 | | | 0027 6020.00 16910.000 LB | 0.70000 11837.00| 0.50000 8455.00| 0.80000 13528.00 REINFORCING STEEL FOR BRIDGE | | | 0028 6040.00 1.000 EACH| 8000.00000 8000.00| 8000.00000 8000.00| 5000.00000 5000.00 REMOVE STRUCTURE AT STA. 15+35 | | | 0029 6080.00 1020.000 LB | 3.00000 3060.00| 3.50000 3570.00| 4.00000 4080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0030 6200.00 1060.000 LF | 30.00000 31800.00| 31.00000 32860.00| 34.00000 36040.00 CONCRETE PILING | | | 0031 6310.00 2417.000 SF | 13.00000 31421.00| 14.00000 33838.00| 14.00000 33838.00 STEEL SHEET PILING | | | SECTION TOTALS | $ 222,748.00| $ 232,877.50| $ 260,840.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F40 -8 TABULATION OF BIDS CALL ORDER : F40 CONTRACT ID : 8738 COUNTIES : HOLT LETTING DATE : 12/19/02 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0462 |( 5 ) 1742 |( 6 ) 0880 |WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 0030.70 LUMP| 800.00000 800.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0033 7020.00 8.000 EACH| 1075.00000 8600.00| 1075.00000 8600.00| 1100.00000 8800.00 BRIDGE APPROACH SECTIONS | | | 0034 7021.47 8.000 EACH| 1060.00000 8480.00| 1060.00000 8480.00| 1100.00000 8800.00 MELT | | | SECTION TOTALS | $ 17,880.00| $ 18,080.00| $ 18,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0035 0001.10 1920.000 BDAY| 1.50000 2880.00| 1.50000 2880.00| 1.80000 3456.00 BARRICADE, TYPE III | | | 0036 0001.90 2240.000 EACH| 0.50000 1120.00| 0.50000 1120.00| 0.60000 1344.00 SIGN DAY | | | 0037 0001.98 960.000 EACH| 1.00000 960.00| 1.00000 960.00| 1.50000 1440.00 CONTRACTOR FURNISHED SIGN | | | 0038 0010.04 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 3000.00000 3000.00 FIELD OFFICE | | | 0039 0030.00 LUMP| 850.00000 850.00| 500.00000 500.00| 1000.00000 1000.00 MOBILIZATION | | | SECTION TOTALS | $ 6,810.00| $ 7,460.00| $ 10,240.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 501,751.27| $ 523,294.08| $ 572,596.50 ====================================================================================================================================
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