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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 : F20 CONTRACT ID : 4910X COUNTIES : THAYER LETTING DATE : 12/18/03 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7085(24) ON A COUNTY ROAD SOUTH OF DESHLER -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS 0013 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 0013 THE DIAMOND ENGINEERING COMPANY $ 366,522.19 100.0000% 2 1742 HERBST CONSTRUCTION, INC. $ 397,975.20 108.5815% 3 0462 L. J. WEBB CONTRACTOR, INC. $ 398,228.41 108.6506% 4 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 441,146.58 120.3601% 5 0137 JUDDS BROS. CONSTRUCTION CO. $ 471,113.38 128.5361% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F20 -3 TABULATION OF BIDS CALL ORDER : F20 CONTRACT ID : 4910X COUNTIES : THAYER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 1742 |( 3 ) 0462 |DIAMOND ENGINEERING COMPANY |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 103+43 1-14.63M & 2-10.975M SPANS CONCRETE SLAB BRIDGE | | | 0001 0001.10 1092.000 BDAY| 0.90000 982.80| 0.90000 982.80| 0.90000 982.80 BARRICADE, TYPE III | | | 0002 0001.90 810.000 EACH| 0.25000 202.50| 0.25000 202.50| 0.25000 202.50 SIGN DAY | | | 0003 0001.99 300.000 EACH| 1.50000 450.00| 0.75000 225.00| 0.75000 225.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 11000.00000 11000.00| 28000.00000 28000.00| 37450.00000 37450.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 400.00000 400.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 1800.00000 1800.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 423.000 m3 | 4.00000 1692.00| 4.00000 1692.00| 10.00000 4230.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 67.000 kL | 2.00000 134.00| 2.00000 134.00| 2.00000 134.00 WATER | | | 0009 1030.00 6672.000 m3 | 5.50000 36696.00| 5.50000 36696.00| 4.39000 29290.08 EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1043.50 731.000 m2 | 2.85000 2083.35| 2.50000 1827.50| 3.00000 2193.00 RIPRAP FILTER FABRIC | | | 0011 1300.24 35.000 m | 75.46000 2641.10| 45.00000 1575.00| 60.00000 2100.00 600 mm DRIVEWAY CULVERT PIPE | | | 0012 1300.30 58.000 m | 107.67000 6244.86| 65.00000 3770.00| 82.00000 4756.00 750 mm DRIVEWAY CULVERT PIPE | | | 0013 6000.10 55.000 LS | 2198.82000 2198.82| 4500.00000 4500.00| 3000.00000 3000.00 ABUTMENT NO.1 EXCAVATION | | | 0014 6000.11 55.000 LS | 2198.82000 2198.82| 4500.00000 4500.00| 3000.00000 3000.00 ABUTMENT NO.2 EXCAVATION | | | 0015 6000.20 58.000 LS | 8619.36000 8619.36| 18000.00000 18000.00| 15000.00000 15000.00 PIER NO.1 EXCAVATION | | | 0016 6000.21 58.000 LS | 8619.36000 8619.36| 18000.00000 18000.00| 15000.00000 15000.00 PIER NO.2 EXCAVATION | | | 0017 6010.22 201.300 m3 | 386.67000 77836.67| 420.00000 84546.00| 425.00000 85552.50 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0018 6010.26 175.000 m3 | 406.35000 71111.25| 420.00000 73500.00| 405.50000 70962.50 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0019 6040.00 1.000 EACH| 4133.77000 4133.77| 15000.00000 15000.00| 8000.00000 8000.00 REMOVE STRUCTURE AT STA. 103+93.90 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F20 -4 TABULATION OF BIDS CALL ORDER : F20 CONTRACT ID : 4910X COUNTIES : THAYER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 1742 |( 3 ) 0462 |DIAMOND ENGINEERING COMPANY |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 6080.00 433.500 kg | 3.43000 1486.91| 5.00000 2167.50| 6.61000 2865.44 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0021 6081.00 249.600 kg | 3.52000 878.59| 5.50000 1372.80| 6.61000 1649.86 STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0022 6104.00 530.000 Mg | 11.43000 6057.90| 15.00000 7950.00| 16.53000 8760.90 BROKEN CONCRETE RIPRAP | | | 0023 6131.50 31861.000 kg | 1.48000 47154.28| 1.10000 35047.10| 1.43000 45561.23 EPOXY COATED REINFORCING STEEL | | | 0024 6210.50 486.800 m | 119.86000 58347.85| 90.00000 43812.00| 92.00000 44785.60 PIPE PILING | | | 0025 7020.00 4.000 EACH| 1239.00000 4956.00| 1300.00000 5200.00| 1239.00000 4956.00 BRIDGE APPROACH SECTIONS | | | 0026 7021.48 4.000 EACH| 1249.00000 4996.00| 1300.00000 5200.00| 1249.00000 4996.00 MELT, TYPE I | | | 0027 L006.00 1.500 ha | 400.00000 600.00| 1250.00000 1875.00| 250.00000 375.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 366,522.19| $ 397,975.20| $ 398,228.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 366,522.19| $ 397,975.20| $ 398,228.41 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F20 -5 TABULATION OF BIDS CALL ORDER : F20 CONTRACT ID : 4910X COUNTIES : THAYER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0137 |( ) |SIMON CONTRACTORS AND SUBSI |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. 103+43 1-14.63M & 2-10.975M SPANS CONCRETE SLAB BRIDGE | | | 0001 0001.10 1092.000 BDAY| 1.04000 1135.68| 0.90000 982.80| BARRICADE, TYPE III | | | 0002 0001.90 810.000 EACH| 0.29000 234.90| 0.25000 202.50| SIGN DAY | | | 0003 0001.99 300.000 EACH| 0.86000 258.00| 0.75000 225.00| CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 27255.00000 27255.00| 40000.00000 40000.00| MOBILIZATION | | | 0005 1000.00 1.000 EACH| 230.00000 230.00| 400.00000 400.00| LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 2300.00000 2300.00| 1800.00000 1800.00| GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 423.000 m3 | 4.60000 1945.80| 8.00000 3384.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 67.000 kL | 2.00000 134.00| 2.00000 134.00| WATER | | | 0009 1030.00 6672.000 m3 | 6.33000 42233.76| 4.39000 29290.08| EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1043.50 731.000 m2 | 4.19000 3062.89| 3.00000 2193.00| RIPRAP FILTER FABRIC | | | 0011 1300.24 35.000 m | 79.35000 2777.25| 60.00000 2100.00| 600 mm DRIVEWAY CULVERT PIPE | | | 0012 1300.30 58.000 m | 113.61000 6589.38| 82.00000 4756.00| 750 mm DRIVEWAY CULVERT PIPE | | | 0013 6000.10 55.000 LS | 3415.50000 3415.50| 4000.00000 4000.00| ABUTMENT NO.1 EXCAVATION | | | 0014 6000.11 55.000 LS | 3415.50000 3415.50| 4000.00000 4000.00| ABUTMENT NO.2 EXCAVATION | | | 0015 6000.20 58.000 LS | 8165.00000 8165.00| 8000.00000 8000.00| PIER NO.1 EXCAVATION | | | 0016 6000.21 58.000 LS | 8165.00000 8165.00| 8000.00000 8000.00| PIER NO.2 EXCAVATION | | | 0017 6010.22 201.300 m3 | 515.95000 103860.74| 650.00000 130845.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0018 6010.26 175.000 m3 | 515.46000 90205.50| 700.00000 122500.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0019 6040.00 1.000 EACH| 4439.00000 4439.00| 10000.00000 10000.00| REMOVE STRUCTURE AT STA. 103+93.90 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F20 -6 TABULATION OF BIDS CALL ORDER : F20 CONTRACT ID : 4910X COUNTIES : THAYER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 2853 |( 5 ) 0137 |( ) |SIMON CONTRACTORS AND SUBSI |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 6080.00 433.500 kg | 3.57000 1547.60| 6.00000 2601.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0021 6081.00 249.600 kg | 2.93000 731.33| 10.00000 2496.00| STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0022 6104.00 530.000 Mg | 45.54000 24136.20| 9.00000 4770.00| BROKEN CONCRETE RIPRAP | | | 0023 6131.50 31861.000 kg | 1.57000 50021.77| 1.00000 31861.00| EPOXY COATED REINFORCING STEEL | | | 0024 6210.50 486.800 m | 87.35000 42521.98| 95.00000 46246.00| PIPE PILING | | | 0025 7020.00 4.000 EACH| 1424.85000 5699.40| 1239.00000 4956.00| BRIDGE APPROACH SECTIONS | | | 0026 7021.48 4.000 EACH| 1436.35000 5745.40| 1249.00000 4996.00| MELT, TYPE I | | | 0027 L006.00 1.500 ha | 613.33000 920.00| 250.00000 375.00| COVER CROP SEEDING | | | SECTION TOTALS | $ 441,146.58| $ 471,113.38| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 441,146.58| $ 471,113.38| $ ====================================================================================================================================
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