| Back to Bid Tabs |
Last Updated:
12/20/2002
|
|
December 19, 2002
Contract Letting
|
|
NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F11 CONTRACT ID : 3308 COUNTIES : BOONE LETTING DATE : 12/19/02 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7006(11) ON A COUNTY ROAD SOUTHEAST OF ALBION. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0013 THIS LETTING IS LIMITED TO 1. 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 1742 THIS LETTING IS LIMITED TO 2. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0805 A. M. COHRON & SON, INC. $ 300,406.21 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 319,096.38 106.2216% 3 0774 DIXON CONSTRUCTION CO. $ 337,323.46 112.2891% 4 0462 L. J. WEBB CONTRACTOR, INC. $ 360,941.10 120.1510% 5 1742 HERBST CONSTRUCTION, INC. $ 368,679.98 122.7272% 6 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 373,549.55 124.3481% 7 0880 CHRISTENSEN BROS., INC. $ 394,982.60 131.4828% 8 0013 THE DIAMOND ENGINEERING COMPANY $ 413,797.04 137.7458% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F11 -3 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 3308 COUNTIES : BOONE LETTING DATE : 12/19/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0810 |( 3 ) 0774 |COHRON & SON, INC./A. M. |ELK HORN CONSTRUCTION CO. |DIXON 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. 3+90.754 1-14.630 m & 2-10.975 m CONCRETE SLAB BRIDGE | | | 0001 0001.10 1168.000 BDAY| 1.25000 1460.00| 2.00000 2336.00| 1.25000 1460.00 BARRICADE, TYPE III | | | 0002 0001.90 1924.000 EACH| 0.50000 962.00| 1.00000 1924.00| 0.50000 962.00 SIGN DAY | | | 0003 0001.98 372.000 EACH| 1.00000 372.00| 0.75000 279.00| 1.00000 372.00 CONTRACTOR FURNISHED SIGN | | | 0004 0030.60 LUMP| 18000.00000 18000.00| 27000.00000 27000.00| 30000.00000 30000.00 MOBILIZATION | | | 0005 1009.00 LUMP| 3400.00000 3400.00| 3400.00000 3400.00| 5500.00000 5500.00 GENERAL CLEARING AND GRUBBING | | | 0006 1010.01 990.000 m3 | 1.94000 1920.60| 2.00000 1980.00| 5.00000 4950.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0007 1011.00 347.000 kL | 1.50000 520.50| 1.50000 520.50| 5.00000 1735.00 WATER | | | 0008 1030.00 3678.000 m3 | 4.42000 16256.76| 4.50000 16551.00| 5.50000 20229.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1043.50 459.300 m2 | 2.25000 1033.43| 2.50000 1148.25| 3.00000 1377.90 RIPRAP FILTER FABRIC | | | 0010 1143.00 6.700 m | 9.00000 60.30| 9.00000 60.30| 30.00000 201.00 REMOVE DRIVEWAY CULVERT PIPE | | | 0011 1490.00 6.700 m | 111.95000 750.07| 115.00000 770.50| 111.95000 750.07 INSTALL DRIVEWAY CULVERT PIPE | | | 0012 6000.10 35.700 LS | 3000.00000 3000.00| 4000.00000 4000.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0013 6000.11 23.200 LS | 3000.00000 3000.00| 4000.00000 4000.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | 0014 6001.50 19.000 LS | 8000.00000 8000.00| 6000.00000 6000.00| 7500.00000 7500.00 BENT NO.1 EXCAVATION | | | 0015 6001.51 15.300 LS | 8000.00000 8000.00| 6000.00000 6000.00| 7500.00000 7500.00 BENT NO.2 EXCAVATION | | | 0016 6010.22 164.180 m3 | 345.00000 56642.10| 400.00000 65672.00| 366.80000 60221.22 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0017 6010.26 174.440 m3 | 345.00000 60181.80| 400.00000 69776.00| 327.50000 57129.10 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0018 6040.00 1.000 EACH| 15700.00000 15700.00| 14000.00000 14000.00| 20000.00000 20000.00 REMOVE STRUCTURE AT STA. 3+90.754 | | | 0019 6080.00 523.000 kg | 4.11000 2149.53| 4.50000 2353.50| 7.00000 3661.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F11 -4 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 3308 COUNTIES : BOONE LETTING DATE : 12/19/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0810 |( 3 ) 0774 |COHRON & SON, INC./A. M. |ELK HORN CONSTRUCTION CO. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 6081.00 289.000 kg | 2.15000 621.35| 4.50000 1300.50| 7.00000 2023.00 STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0021 6104.00 330.680 Mg | 14.00000 4629.52| 11.00000 3637.48| 11.00000 3637.48 BROKEN CONCRETE RIPRAP | | | 0022 6131.50 31989.000 kg | 1.25000 39986.25| 1.15000 36787.35| 1.21000 38706.69 EPOXY COATED REINFORCING STEEL | | | 0023 6200.00 520.000 m | 83.50000 43420.00| 75.00000 39000.00| 98.40000 51168.00 CONCRETE PILING | | | 0024 7020.00 4.000 EACH| 1240.00000 4960.00| 1250.00000 5000.00| 1240.00000 4960.00 BRIDGE APPROACH SECTIONS | | | 0025 7021.47 4.000 EACH| 1220.00000 4880.00| 1350.00000 5400.00| 1220.00000 4880.00 MELT | | | 0026 L006.00 0.400 ha | 1250.00000 500.00| 500.00000 200.00| 1000.00000 400.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 300,406.21| $ 319,096.38| $ 337,323.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 300,406.21| $ 319,096.38| $ 337,323.46 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F11 -5 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 3308 COUNTIES : BOONE LETTING DATE : 12/19/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0462 |( 5 ) 1742 |( 6 ) 2853 |WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 3+90.754 1-14.630 m & 2-10.975 m CONCRETE SLAB BRIDGE | | | 0001 0001.10 1168.000 BDAY| 1.25000 1460.00| 1.25000 1460.00| 1.44000 1681.92 BARRICADE, TYPE III | | | 0002 0001.90 1924.000 EACH| 0.50000 962.00| 0.50000 962.00| 0.58000 1115.92 SIGN DAY | | | 0003 0001.98 372.000 EACH| 1.00000 372.00| 1.00000 372.00| 1.15000 427.80 CONTRACTOR FURNISHED SIGN | | | 0004 0030.60 LUMP| 42850.00000 42850.00| 30000.00000 30000.00| 38467.50000 38467.50 MOBILIZATION | | | 0005 1009.00 LUMP| 3400.00000 3400.00| 3600.00000 3600.00| 3910.00000 3910.00 GENERAL CLEARING AND GRUBBING | | | 0006 1010.01 990.000 m3 | 1.94000 1920.60| 2.00000 1980.00| 2.23000 2207.70 EXCAVATION (ESTABLISHED QUANTITY) | | | 0007 1011.00 347.000 kL | 1.50000 520.50| 1.50000 520.50| 1.72000 596.84 WATER | | | 0008 1030.00 3678.000 m3 | 4.42000 16256.76| 4.42000 16256.76| 2.54000 9342.12 EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1043.50 459.300 m2 | 2.39000 1097.73| 2.50000 1148.25| 2.63000 1207.96 RIPRAP FILTER FABRIC | | | 0010 1143.00 6.700 m | 9.00000 60.30| 9.00000 60.30| 10.30000 69.01 REMOVE DRIVEWAY CULVERT PIPE | | | 0011 1490.00 6.700 m | 111.95000 750.07| 111.95000 750.07| 128.73000 862.49 INSTALL DRIVEWAY CULVERT PIPE | | | 0012 6000.10 35.700 LS | 5000.00000 5000.00| 6000.00000 6000.00| 3162.50000 3162.50 ABUTMENT NO.1 EXCAVATION | | | 0013 6000.11 23.200 LS | 5000.00000 5000.00| 6000.00000 6000.00| 3162.50000 3162.50 ABUTMENT NO.2 EXCAVATION | | | 0014 6001.50 19.000 LS | 9000.00000 9000.00| 15000.00000 15000.00| 6900.00000 6900.00 BENT NO.1 EXCAVATION | | | 0015 6001.51 15.300 LS | 9000.00000 9000.00| 15000.00000 15000.00| 6900.00000 6900.00 BENT NO.2 EXCAVATION | | | 0016 6010.22 164.180 m3 | 418.55000 68717.54| 380.00000 62388.40| 488.90000 80267.60 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0017 6010.26 174.440 m3 | 418.55000 73011.86| 400.00000 69776.00| 476.11000 83052.63 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0018 6040.00 1.000 EACH| 15000.00000 15000.00| 18000.00000 18000.00| 13685.00000 13685.00 REMOVE STRUCTURE AT STA. 3+90.754 | | | 0019 6080.00 523.000 kg | 5.51000 2881.73| 4.50000 2353.50| 5.13000 2682.99 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F11 -6 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 3308 COUNTIES : BOONE LETTING DATE : 12/19/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0462 |( 5 ) 1742 |( 6 ) 2853 |WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 6081.00 289.000 kg | 5.51000 1592.39| 5.00000 1445.00| 2.54000 734.06 STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0021 6104.00 330.680 Mg | 16.53000 5466.14| 30.00000 9920.40| 21.19000 7007.11 BROKEN CONCRETE RIPRAP | | | 0022 6131.50 31989.000 kg | 1.32000 42225.48| 1.20000 38386.80| 1.50000 47983.50 EPOXY COATED REINFORCING STEEL | | | 0023 6200.00 520.000 m | 85.30000 44356.00| 110.00000 57200.00| 89.57000 46576.40 CONCRETE PILING | | | 0024 7020.00 4.000 EACH| 1240.00000 4960.00| 1250.00000 5000.00| 1426.00000 5704.00 BRIDGE APPROACH SECTIONS | | | 0025 7021.47 4.000 EACH| 1220.00000 4880.00| 1225.00000 4900.00| 1403.00000 5612.00 MELT | | | 0026 L006.00 0.400 ha | 500.00000 200.00| 500.00000 200.00| 575.00000 230.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 360,941.10| $ 368,679.98| $ 373,549.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 360,941.10| $ 368,679.98| $ 373,549.55 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F11 -7 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 3308 COUNTIES : BOONE LETTING DATE : 12/19/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 7 ) 0880 |( 8 ) 0013 |( ) |CHRISTENSEN BROS., INC. |DIAMOND ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 3+90.754 1-14.630 m & 2-10.975 m CONCRETE SLAB BRIDGE | | | 0001 0001.10 1168.000 BDAY| 1.40000 1635.20| 2.00000 2336.00| BARRICADE, TYPE III | | | 0002 0001.90 1924.000 EACH| 0.60000 1154.40| 1.00000 1924.00| SIGN DAY | | | 0003 0001.98 372.000 EACH| 1.20000 446.40| 1.00000 372.00| CONTRACTOR FURNISHED SIGN | | | 0004 0030.60 LUMP| 38000.00000 38000.00| 20000.00000 20000.00| MOBILIZATION | | | 0005 1009.00 LUMP| 4000.00000 4000.00| 4250.00000 4250.00| GENERAL CLEARING AND GRUBBING | | | 0006 1010.01 990.000 m3 | 2.00000 1980.00| 1.94000 1920.60| EXCAVATION (ESTABLISHED QUANTITY) | | | 0007 1011.00 347.000 kL | 1.60000 555.20| 1.50000 520.50| WATER | | | 0008 1030.00 3678.000 m3 | 4.45000 16367.10| 4.42000 16256.76| EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1043.50 459.300 m2 | 2.00000 918.60| 3.50000 1607.55| RIPRAP FILTER FABRIC | | | 0010 1143.00 6.700 m | 9.00000 60.30| 9.00000 60.30| REMOVE DRIVEWAY CULVERT PIPE | | | 0011 1490.00 6.700 m | 120.00000 804.00| 111.95000 750.07| INSTALL DRIVEWAY CULVERT PIPE | | | 0012 6000.10 35.700 LS | 7000.00000 7000.00| 3275.00000 3275.00| ABUTMENT NO.1 EXCAVATION | | | 0013 6000.11 23.200 LS | 7000.00000 7000.00| 3275.00000 3275.00| ABUTMENT NO.2 EXCAVATION | | | 0014 6001.50 19.000 LS | 18000.00000 18000.00| 29000.00000 29000.00| BENT NO.1 EXCAVATION | | | 0015 6001.51 15.300 LS | 18000.00000 18000.00| 29000.00000 29000.00| BENT NO.2 EXCAVATION | | | 0016 6010.22 164.180 m3 | 510.00000 83731.80| 440.00000 72239.20| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0017 6010.26 174.440 m3 | 470.00000 81986.80| 484.00000 84428.96| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0018 6040.00 1.000 EACH| 6000.00000 6000.00| 9000.00000 9000.00| REMOVE STRUCTURE AT STA. 3+90.754 | | | 0019 6080.00 523.000 kg | 8.00000 4184.00| 6.50000 3399.50| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F11 -8 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 3308 COUNTIES : BOONE LETTING DATE : 12/19/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 7 ) 0880 |( 8 ) 0013 |( ) |CHRISTENSEN BROS., INC. |DIAMOND ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 6081.00 289.000 kg | 6.00000 1734.00| 3.60000 1040.40| STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0021 6104.00 330.680 Mg | 15.00000 4960.20| 11.00000 3637.48| BROKEN CONCRETE RIPRAP | | | 0022 6131.50 31989.000 kg | 1.40000 44784.60| 1.48000 47343.72| EPOXY COATED REINFORCING STEEL | | | 0023 6200.00 520.000 m | 80.00000 41600.00| 131.00000 68120.00| CONCRETE PILING | | | 0024 7020.00 4.000 EACH| 1250.00000 5000.00| 1240.00000 4960.00| BRIDGE APPROACH SECTIONS | | | 0025 7021.47 4.000 EACH| 1250.00000 5000.00| 1220.00000 4880.00| MELT | | | 0026 L006.00 0.400 ha | 200.00000 80.00| 500.00000 200.00| COVER CROP SEEDING | | | SECTION TOTALS | $ 394,982.60| $ 413,797.04| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 394,982.60| $ 413,797.04| $ ====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.
Contact Construction Divison regarding web content/problems/suggestions.