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Last Updated:
09/10/2002
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September 05, 2002 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 2 VENDOR RANKING CALL ORDER : F21 CONTRACT ID : 1587 COUNTIES : OTOE NEMAHA LETTING DATE : 09/05/02 DISTRICT : 1 PROJECT(S) : BR-3680(6) CONTRACT DESCRIPTION : ON A COUNTY ROAD SOUTHEAST OF TALMAGE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 554,971.11 100.0000% 2 1742 HERBST CONSTRUCTION, INC. $ 595,425.76 107.2895% 3 0810 ELK HORN CONSTRUCTION CO. $ 597,999.39 107.7532% 4 2017 BRB CONTRACTORS, INC. $ 603,372.44 108.7214% 5 0774 DIXON CONSTRUCTION CO. $ 639,311.70 115.1972% 6 0880 CHRISTENSEN BROS., INC. $ 645,285.30 116.2736% NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 1587 COUNTIES : OTOE NEMAHA LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : BR-3680(6) ==================================================================================================================================== |(1) 0462 |(2) 1742 |(3) 0810 |WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |ELK HORN 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. 16+85 ONE 68'-0" AND TWO 51'-0" SPANS ROLLED BEAM STEEL GIRDER BR | | | 0001 L006.00 3.000 ACRE| 125.00000 375.00| 500.00000 1500.00| 500.00000 1500.00 COVER CROP SEEDING | | | 0002 0001.10 3432.000 BDAY| 1.00000 3432.00| 1.00000 3432.00| 1.00000 3432.00 BARRICADE, TYPE III | | | 0003 0001.90 5720.000 EACH| 0.65000 3718.00| 0.65000 3718.00| 0.65000 3718.00 SIGN DAY | | | 0004 0030.60 LUMP| 22000.00000 22000.00| 30000.00000 30000.00| 58000.00000 58000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 150.00000 150.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 4250.00000 4250.00| 4250.00000 4250.00| 4250.00000 4250.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 11226.000 CY | 1.85000 20768.10| 2.00000 22452.00| 1.85000 20768.10 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 14.000 MGAL| 30.00000 420.00| 30.00000 420.00| 30.00000 420.00 WATER | | | 0009 1043.50 2407.000 SY | 2.00000 4814.00| 2.50000 6017.50| 2.50000 6017.50 RIPRAP FILTER FABRIC | | | 0010 1300.24 166.000 LF | 17.01000 2823.66| 17.01000 2823.66| 17.01000 2823.66 24" DRIVEWAY CULVERT PIPE | | | 0011 2010.03 173.000 TON | 16.10000 2785.30| 16.10000 2785.30| 16.10000 2785.30 CRUSHED ROCK SURFACE COURSE | | | 0012 4050.01 538.000 CY | 4.25000 2286.50| 4.25000 2286.50| 4.25000 2286.50 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0013 4300.24 180.000 LF | 17.10000 3078.00| 17.10000 3078.00| 17.10000 3078.00 24" CULVERT PIPE | | | 0014 4300.36 186.000 LF | 30.00000 5580.00| 30.00000 5580.00| 30.00000 5580.00 36" CULVERT PIPE | | | 0015 4310.24 3.000 EACH| 152.60000 457.80| 152.60000 457.80| 152.60000 457.80 24" FLARED-END SECTION | | | 0016 4310.36 2.000 EACH| 411.00000 822.00| 411.00000 822.00| 411.00000 822.00 36" FLARED-END SECTION | | | 0017 6000.10 25.000 LS | 3000.00000 3000.00| 6000.00000 6000.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 25.000 LS | 3000.00000 3000.00| 6000.00000 6000.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 1587 COUNTIES : OTOE NEMAHA LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : BR-3680(6) ==================================================================================================================================== |(1) 0462 |(2) 1742 |(3) 0810 |WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.60 160.000 LS | 11000.00000 11000.00| 10000.00000 10000.00| 6000.00000 6000.00 PIER NO.1 EXCAVATION | | | 0020 6000.61 160.000 LS | 11000.00000 11000.00| 12000.00000 12000.00| 6000.00000 6000.00 PIER NO.2 EXCAVATION | | | 0021 6005.78 12.000 EACH| 900.00000 10800.00| 700.00000 8400.00| 700.00000 8400.00 EXPANSION BEARING, TFE TYPE | | | 0022 6005.83 4.000 EACH| 900.00000 3600.00| 700.00000 2800.00| 700.00000 2800.00 FIXED BEARING | | | 0023 6010.22 436.900 CY | 250.00000 109225.00| 325.00000 141992.50| 300.00000 131070.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0024 6010.26 153.400 CY | 290.00000 44486.00| 325.00000 49855.00| 350.00000 53690.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0025 6020.00 57465.000 LB | 0.55000 31605.75| 0.50000 28732.50| 0.45000 25859.25 REINFORCING STEEL FOR BRIDGE | | | 0026 6040.00 1.000 EACH| 7000.00000 7000.00| 15000.00000 15000.00| 12000.00000 12000.00 REMOVE STRUCTURE AT STA. 16+89 | | | 0027 6071.12 95140.000 LS | 75000.00000 75000.00| 70350.00000 70350.00| 80000.00000 80000.00 STEEL SUPERSTRUCTURE AT STA. 16+85 | | | 0028 6080.00 3860.000 LB | 3.00000 11580.00| 2.00000 7720.00| 2.50000 9650.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 2221.000 TON | 24.00000 53304.00| 23.00000 51083.00| 21.68000 48151.28 ROCK RIPRAP, TYPE B | | | 0030 6210.14 3080.000 LF | 22.00000 67760.00| 19.00000 58520.00| 18.00000 55440.00 HP 12"X53# STEEL PILING | | | 0031 6310.00 2350.000 SF | 11.00000 25850.00| 12.00000 28200.00| 11.00000 25850.00 STEEL SHEET PILING | | | 0032 7020.00 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 BRIDGE APPROACH SECTIONS | | | 0033 7021.48 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1250.00000 5000.00 MELT, TYPE I | | | SECTION TOTALS | $ 554,971.11| $ 595,425.76| $ 597,999.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 554,971.11| $ 595,425.76| $ 597,999.39 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 1587 COUNTIES : OTOE NEMAHA LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : BR-3680(6) ==================================================================================================================================== |(4) 2017 |(5) 0774 |(6) 0880 |BRB CONTRACTORS, INC. |DIXON CONSTRUCTION CO. |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. 16+85 ONE 68'-0" AND TWO 51'-0" SPANS ROLLED BEAM STEEL GIRDER BR | | | 0001 L006.00 3.000 ACRE| 100.00000 300.00| 400.00000 1200.00| 500.00000 1500.00 COVER CROP SEEDING | | | 0002 0001.10 3432.000 BDAY| 1.00000 3432.00| 2.00000 6864.00| 1.10000 3775.20 BARRICADE, TYPE III | | | 0003 0001.90 5720.000 EACH| 0.65000 3718.00| 0.25000 1430.00| 0.70000 4004.00 SIGN DAY | | | 0004 0030.60 LUMP| 25000.00000 25000.00| 60000.00000 60000.00| 64000.00000 64000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 200.00000 200.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 4250.00000 4250.00| 4250.00000 4250.00| 5000.00000 5000.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 11226.000 CY | 1.85000 20768.10| 2.40000 26942.40| 1.90000 21329.40 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 14.000 MGAL| 30.00000 420.00| 30.00000 420.00| 30.00000 420.00 WATER | | | 0009 1043.50 2407.000 SY | 2.00000 4814.00| 2.50000 6017.50| 2.60000 6258.20 RIPRAP FILTER FABRIC | | | 0010 1300.24 166.000 LF | 17.01000 2823.66| 20.00000 3320.00| 17.50000 2905.00 24" DRIVEWAY CULVERT PIPE | | | 0011 2010.03 173.000 TON | 16.10000 2785.30| 17.00000 2941.00| 16.20000 2802.60 CRUSHED ROCK SURFACE COURSE | | | 0012 4050.01 538.000 CY | 4.25000 2286.50| 7.00000 3766.00| 4.30000 2313.40 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0013 4300.24 180.000 LF | 17.10000 3078.00| 20.00000 3600.00| 17.30000 3114.00 24" CULVERT PIPE | | | 0014 4300.36 186.000 LF | 30.00000 5580.00| 36.00000 6696.00| 31.00000 5766.00 36" CULVERT PIPE | | | 0015 4310.24 3.000 EACH| 152.60000 457.80| 200.00000 600.00| 160.00000 480.00 24" FLARED-END SECTION | | | 0016 4310.36 2.000 EACH| 411.00000 822.00| 500.00000 1000.00| 420.00000 840.00 36" FLARED-END SECTION | | | 0017 6000.10 25.000 LS | 3600.00000 3600.00| 5000.00000 5000.00| 7000.00000 7000.00 ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 25.000 LS | 3600.00000 3600.00| 5000.00000 5000.00| 7000.00000 7000.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 6 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 1587 COUNTIES : OTOE NEMAHA LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : BR-3680(6) ==================================================================================================================================== |(4) 2017 |(5) 0774 |(6) 0880 |BRB CONTRACTORS, INC. |DIXON CONSTRUCTION CO. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.60 160.000 LS | 24000.00000 24000.00| 20000.00000 20000.00| 30000.00000 30000.00 PIER NO.1 EXCAVATION | | | 0020 6000.61 160.000 LS | 24000.00000 24000.00| 20000.00000 20000.00| 30000.00000 30000.00 PIER NO.2 EXCAVATION | | | 0021 6005.78 12.000 EACH| 800.00000 9600.00| 750.00000 9000.00| 900.00000 10800.00 EXPANSION BEARING, TFE TYPE | | | 0022 6005.83 4.000 EACH| 780.00000 3120.00| 700.00000 2800.00| 850.00000 3400.00 FIXED BEARING | | | 0023 6010.22 436.900 CY | 300.00000 131070.00| 280.00000 122332.00| 230.00000 100487.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0024 6010.26 153.400 CY | 270.00000 41418.00| 300.00000 46020.00| 210.00000 32214.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0025 6020.00 57465.000 LB | 0.52000 29881.80| 0.52000 29881.80| 0.50000 28732.50 REINFORCING STEEL FOR BRIDGE | | | 0026 6040.00 1.000 EACH| 24000.00000 24000.00| 20000.00000 20000.00| 32000.00000 32000.00 REMOVE STRUCTURE AT STA. 16+89 | | | 0027 6071.12 95140.000 LS | 70000.00000 70000.00| 80000.00000 80000.00| 85000.00000 85000.00 STEEL SUPERSTRUCTURE AT STA. 16+85 | | | 0028 6080.00 3860.000 LB | 2.60000 10036.00| 2.50000 9650.00| 2.70000 10422.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 2221.000 TON | 21.68000 48151.28| 25.00000 55525.00| 22.00000 48862.00 ROCK RIPRAP, TYPE B | | | 0030 6210.14 3080.000 LF | 20.00000 61600.00| 16.00000 49280.00| 17.00000 52360.00 HP 12"X53# STEEL PILING | | | 0031 6310.00 2350.000 SF | 12.60000 29610.00| 11.00000 25850.00| 14.00000 32900.00 STEEL SHEET PILING | | | 0032 7020.00 4.000 EACH| 1000.00000 4000.00| 1197.00000 4788.00| 1050.00000 4200.00 BRIDGE APPROACH SECTIONS | | | 0033 7021.48 4.000 EACH| 1250.00000 5000.00| 1247.00000 4988.00| 1300.00000 5200.00 MELT, TYPE I | | | SECTION TOTALS | $ 603,372.44| $ 639,311.70| $ 645,285.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 603,372.44| $ 639,311.70| $ 645,285.30 ====================================================================================================================================
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