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Last Updated:
12/22/2003
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December 18, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : 2 VENDOR RANKING CALL ORDER : F04 CONTRACT ID : 1127 COUNTIES : BUTLER LETTING DATE : 12/18/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7012(20) ON A COUNTY ROAD SOUTHWEST OF DWIGHT. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED 0013 IN THIS LETTING IS LIMITED TO $4,000,000. 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED 0137 IN THIS LETTING IS LIMITED TO 1. 1742 THE NUMBER OF BRIDGE CONTRACTS WHICH WILL BE ACCEPTED 1742 IN THIS LETTING IS LIMITED TO 3. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0774 DIXON CONSTRUCTION CO. $ 256,464.54 100.0000% 2 0013 THE DIAMOND ENGINEERING COMPANY $ 270,263.08 105.3803% 3 1742 HERBST CONSTRUCTION, INC. $ 274,934.01 107.2016% 4 0810 ELK HORN CONSTRUCTION CO. $ 278,917.29 108.7547% 5 0462 L. J. WEBB CONTRACTOR, INC. $ 291,379.85 113.6141% 6 0137 JUDDS BROS. CONSTRUCTION CO. $ 304,142.10 118.5903% 7 0880 CHRISTENSEN BROS., INC. $ 311,934.92 121.6289% 8 2860 COMMERCIAL CONSTRUCTION, INC. $ 352,109.14 137.2935% 9 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 397,905.74 155.1504% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F04 -3 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1127 COUNTIES : BUTLER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0774 |( 2 ) 0013 |( 3 ) 1742 |DIXON CONSTRUCTION CO. |DIAMOND ENGINEERING COMPANY |HERBST CONSTRUCTION, 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. 15+37 2-9.60M & 1-12.80M SPANS CONT CONCRETE SLAB BRIDGE | | | 0001 0001.10 1416.000 BDAY| 0.90000 1274.40| 1.05000 1486.80| 0.90000 1274.40 BARRICADE, TYPE III | | | 0002 0001.90 2124.000 EACH| 0.26000 552.24| 0.25000 531.00| 0.25000 531.00 SIGN DAY | | | 0003 0001.99 236.000 EACH| 0.75000 177.00| 0.75000 177.00| 0.75000 177.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 25000.00000 25000.00| 8500.00000 8500.00| 21000.00000 21000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 300.00000 300.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 1000.00000 1000.00| 1600.00000 1600.00| 750.00000 750.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 2636.000 m3 | 3.62000 9542.32| 3.62000 9542.32| 4.29000 11308.44 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 100.000 kL | 2.00000 200.00| 2.00000 200.00| 2.00000 200.00 WATER | | | 0009 2009.51 2.274 StaM| 439.76000 1000.01| 439.76000 1000.01| 475.00000 1080.15 CRUSHED ROCK EMBEDMENT | | | 0010 2010.03 103.000 Mg | 20.68000 2130.04| 20.68000 2130.04| 18.50000 1905.50 CRUSHED ROCK SURFACE COURSE | | | 0011 4050.01 189.000 m3 | 10.59000 2001.51| 10.59000 2001.51| 9.50000 1795.50 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0012 4350.24 49.800 m | 60.99000 3037.30| 60.99000 3037.30| 41.50000 2066.70 600 mm CORRUGATED METAL PIPE | | | 0013 4350.30 19.600 m | 85.96000 1684.82| 85.96000 1684.82| 60.00000 1176.00 750 mm CORRUGATED METAL PIPE | | | 0014 6000.10 65.000 LS | 5000.00000 5000.00| 2525.22000 2525.22| 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0015 6000.11 65.000 LS | 5000.00000 5000.00| 2525.22000 2525.22| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0016 6001.00 5.000 LS | 5000.00000 5000.00| 1122.32000 1122.32| 5000.00000 5000.00 BENT NO.1 EXCAVATION | | | 0017 6001.01 5.000 LS | 5000.00000 5000.00| 1122.32000 1122.32| 5000.00000 5000.00 BENT NO.2 EXCAVATION | | | 0018 6010.22 85.800 m3 | 393.00000 33719.40| 507.48000 43541.78| 450.00000 38610.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F04 -4 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1127 COUNTIES : BUTLER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0774 |( 2 ) 0013 |( 3 ) 1742 |DIXON CONSTRUCTION CO. |DIAMOND ENGINEERING COMPANY |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6010.26 143.700 m3 | 393.00000 56474.10| 410.49000 58987.41| 380.00000 54606.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0020 6020.00 20020.000 kg | 1.21000 24224.20| 0.52000 10410.40| 1.20000 24024.00 REINFORCING STEEL FOR BRIDGE | | | 0021 6040.00 1.000 EACH| 12000.00000 12000.00| 8323.88000 8323.88| 12000.00000 12000.00 REMOVE STRUCTURE AT STA. 15+37.36 | | | 0022 6080.00 1828.200 kg | 3.70000 6764.34| 5.52000 10091.66| 3.00000 5484.60 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0023 6105.02 329.000 Mg | 30.00000 9870.00| 41.62000 13692.98| 32.00000 10528.00 ROCK RIPRAP, TYPE B | | | 0024 6210.14 640.080 m | 55.76000 35690.86| 118.59000 75907.09| 84.00000 53766.72 HP 310 mm X 79 kg STEEL PILING | | | 0025 7020.00 4.000 EACH| 1166.50000 4666.00| 1166.50000 4666.00| 1200.00000 4800.00 BRIDGE APPROACH SECTIONS | | | 0026 7021.47 4.000 EACH| 1176.50000 4706.00| 1176.50000 4706.00| 1200.00000 4800.00 MELT | | | 0027 L006.00 0.750 ha | 866.67000 650.00| 866.67000 650.00| 1000.00000 750.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 256,464.54| $ 270,263.08| $ 274,934.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 256,464.54| $ 270,263.08| $ 274,934.01 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F04 -5 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1127 COUNTIES : BUTLER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0810 |( 5 ) 0462 |( 6 ) 0137 |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 15+37 2-9.60M & 1-12.80M SPANS CONT CONCRETE SLAB BRIDGE | | | 0001 0001.10 1416.000 BDAY| 1.00000 1416.00| 0.90000 1274.40| 0.90000 1274.40 BARRICADE, TYPE III | | | 0002 0001.90 2124.000 EACH| 0.35000 743.40| 0.25000 531.00| 0.20000 424.80 SIGN DAY | | | 0003 0001.99 236.000 EACH| 0.75000 177.00| 0.75000 177.00| 0.75000 177.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 27000.00000 27000.00| 34750.00000 34750.00| 27750.00000 27750.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 300.00000 300.00| 100.00000 100.00| 100.00000 100.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 750.00000 750.00| 1000.00000 1000.00| 1000.00000 1000.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 2636.000 m3 | 4.29000 11308.44| 3.62000 9542.32| 3.62000 9542.32 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 100.000 kL | 2.00000 200.00| 2.00000 200.00| 2.00000 200.00 WATER | | | 0009 2009.51 2.274 StaM| 475.00000 1080.15| 439.76000 1000.01| 439.76000 1000.01 CRUSHED ROCK EMBEDMENT | | | 0010 2010.03 103.000 Mg | 18.50000 1905.50| 20.68000 2130.04| 21.00000 2163.00 CRUSHED ROCK SURFACE COURSE | | | 0011 4050.01 189.000 m3 | 9.50000 1795.50| 10.59000 2001.51| 10.60000 2003.40 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0012 4350.24 49.800 m | 41.50000 2066.70| 60.99000 3037.30| 61.00000 3037.80 600 mm CORRUGATED METAL PIPE | | | 0013 4350.30 19.600 m | 60.00000 1176.00| 85.96000 1684.82| 86.00000 1685.60 750 mm CORRUGATED METAL PIPE | | | 0014 6000.10 65.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 2000.00000 2000.00 ABUTMENT NO.1 EXCAVATION | | | 0015 6000.11 65.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 2000.00000 2000.00 ABUTMENT NO.2 EXCAVATION | | | 0016 6001.00 5.000 LS | 6000.00000 6000.00| 1000.00000 1000.00| 3000.00000 3000.00 BENT NO.1 EXCAVATION | | | 0017 6001.01 5.000 LS | 6000.00000 6000.00| 1000.00000 1000.00| 3000.00000 3000.00 BENT NO.2 EXCAVATION | | | 0018 6010.22 85.800 m3 | 450.00000 38610.00| 457.77000 39276.67| 850.00000 72930.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F04 -6 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1127 COUNTIES : BUTLER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0810 |( 5 ) 0462 |( 6 ) 0137 |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6010.26 143.700 m3 | 450.00000 64665.00| 392.38000 56385.01| 550.00000 79035.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0020 6020.00 20020.000 kg | 1.10000 22022.00| 1.39000 27827.80| 1.00000 20020.00 REINFORCING STEEL FOR BRIDGE | | | 0021 6040.00 1.000 EACH| 15000.00000 15000.00| 15000.00000 15000.00| 5000.00000 5000.00 REMOVE STRUCTURE AT STA. 15+37.36 | | | 0022 6080.00 1828.200 kg | 4.50000 8226.90| 5.51000 10073.38| 3.25000 5941.65 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0023 6105.02 329.000 Mg | 27.50000 9047.50| 33.07000 10880.03| 30.00000 9870.00 ROCK RIPRAP, TYPE B | | | 0024 6210.14 640.080 m | 65.00000 41605.20| 82.00000 52486.56| 64.00000 40965.12 HP 310 mm X 79 kg STEEL PILING | | | 0025 7020.00 4.000 EACH| 1166.50000 4666.00| 1166.50000 4666.00| 1166.50000 4666.00 BRIDGE APPROACH SECTIONS | | | 0026 7021.47 4.000 EACH| 1176.50000 4706.00| 1176.50000 4706.00| 1176.50000 4706.00 MELT | | | 0027 L006.00 0.750 ha | 600.00000 450.00| 866.67000 650.00| 866.67000 650.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 278,917.29| $ 291,379.85| $ 304,142.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,917.29| $ 291,379.85| $ 304,142.10 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F04 -7 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1127 COUNTIES : BUTLER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0880 |( 8 ) 2860 |( 9 ) 1416 |CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, IN |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 15+37 2-9.60M & 1-12.80M SPANS CONT CONCRETE SLAB BRIDGE | | | 0001 0001.10 1416.000 BDAY| 1.00000 1416.00| 0.91000 1288.56| 0.97000 1373.52 BARRICADE, TYPE III | | | 0002 0001.90 2124.000 EACH| 0.30000 637.20| 0.25000 531.00| 0.27000 573.48 SIGN DAY | | | 0003 0001.99 236.000 EACH| 0.80000 188.80| 0.76000 179.36| 0.81000 191.16 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 30000.00000 30000.00| 32509.60000 32509.60| 39790.00000 39790.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 100.00000 100.00| 1500.00000 1500.00| 107.77000 107.77 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 3000.00000 3000.00| 505.05000 505.05| 538.85000 538.85 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 2636.000 m3 | 3.70000 9753.20| 4.60000 12125.60| 4.90000 12916.40 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 100.000 kL | 2.00000 200.00| 2.00000 200.00| 2.00000 200.00 WATER | | | 0009 2009.51 2.274 StaM| 440.00000 1000.56| 141.92000 322.73| 151.42000 344.33 CRUSHED ROCK EMBEDMENT | | | 0010 2010.03 103.000 Mg | 21.00000 2163.00| 15.99000 1646.97| 17.06000 1757.18 CRUSHED ROCK SURFACE COURSE | | | 0011 4050.01 189.000 m3 | 11.00000 2079.00| 5.30000 1001.70| 5.66000 1069.74 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0012 4350.24 49.800 m | 61.00000 3037.80| 62.12000 3093.58| 66.28000 3300.74 600 mm CORRUGATED METAL PIPE | | | 0013 4350.30 19.600 m | 86.00000 1685.60| 89.35000 1751.26| 95.33000 1868.47 750 mm CORRUGATED METAL PIPE | | | 0014 6000.10 65.000 LS | 8000.00000 8000.00| 3000.00000 3000.00| 8357.53000 8357.53 ABUTMENT NO.1 EXCAVATION | | | 0015 6000.11 65.000 LS | 8000.00000 8000.00| 3000.00000 3000.00| 8357.53000 8357.53 ABUTMENT NO.2 EXCAVATION | | | 0016 6001.00 5.000 LS | 500.00000 500.00| 10000.00000 10000.00| 8357.53000 8357.53 BENT NO.1 EXCAVATION | | | 0017 6001.01 5.000 LS | 500.00000 500.00| 10000.00000 10000.00| 8357.53000 8357.53 BENT NO.2 EXCAVATION | | | 0018 6010.22 85.800 m3 | 540.00000 46332.00| 600.00000 51480.00| 561.40000 48168.12 CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F04 -8 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1127 COUNTIES : BUTLER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0880 |( 8 ) 2860 |( 9 ) 1416 |CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, IN |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6010.26 143.700 m3 | 510.00000 73287.00| 650.00000 93405.00| 833.06000 119710.72 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0020 6020.00 20020.000 kg | 1.60000 32032.00| 1.50000 30030.00| 1.54000 30830.80 REINFORCING STEEL FOR BRIDGE | | | 0021 6040.00 1.000 EACH| 21000.00000 21000.00| 14000.00000 14000.00| 12781.42000 12781.42 REMOVE STRUCTURE AT STA. 15+37.36 | | | 0022 6080.00 1828.200 kg | 4.00000 7312.80| 3.93000 7184.83| 10.10000 18464.82 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0023 6105.02 329.000 Mg | 30.00000 9870.00| 27.00000 8883.00| 24.68000 8119.72 ROCK RIPRAP, TYPE B | | | 0024 6210.14 640.080 m | 62.00000 39684.96| 84.00000 53766.72| 79.31000 50764.74 HP 310 mm X 79 kg STEEL PILING | | | 0025 7020.00 4.000 EACH| 1170.00000 4680.00| 1178.28000 4713.12| 1269.72000 5078.88 BRIDGE APPROACH SECTIONS | | | 0026 7021.47 4.000 EACH| 1200.00000 4800.00| 1188.39000 4753.56| 1280.60000 5122.40 MELT | | | 0027 L006.00 0.750 ha | 900.00000 675.00| 1650.00000 1237.50| 1869.81000 1402.36 COVER CROP SEEDING | | | SECTION TOTALS | $ 311,934.92| $ 352,109.14| $ 397,905.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,934.92| $ 352,109.14| $ 397,905.74 ====================================================================================================================================
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