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Last Updated:
11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F04 CONTRACT ID : 1516X COUNTIES : PAWNEE LETTING DATE : 11/13/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7067(15) ON A COUNTY ROAD SOUTHWEST OF PAWNEE CITY -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0462 THE NUMBER OF 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0462 THIS LETTING IS LIMITED TO 3. 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED 1742 IN THIS LETTING IS LIMITED TO 3. 2860 THE NUMBER OF TOTAL CONTRACTS WHICH WILL BE ACCEPTED 2860 IN THIS LETTING IS LIMITED TO ONE. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 340,195.65 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 349,149.20 102.6319% 3 2860 COMMERCIAL CONSTRUCTION, INC. $ 356,044.70 104.6588% 4 1742 HERBST CONSTRUCTION, INC. $ 410,942.45 120.7959% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F04 -3 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1516X COUNTIES : PAWNEE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0810 |( 3 ) 2860 |WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |COMMERCIAL 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. 24+23.00 110' 3-SPAN CONTINUOUS CONCRETE SLAB BRIDGE | | | 0001 0001.10 1500.000 BDAY| 1.25000 1875.00| 1.25000 1875.00| 1.26000 1890.00 BARRICADE, TYPE III | | | 0002 0001.90 1875.000 EACH| 0.85000 1593.75| 0.85000 1593.75| 0.86000 1612.50 SIGN DAY | | | 0003 0001.99 500.000 EACH| 1.20000 600.00| 1.20000 600.00| 1.21000 605.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 28700.00000 28700.00| 34000.00000 34000.00| 33219.15000 33219.15 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 100.00000 100.00| 400.00000 400.00| 1000.00000 1000.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 5000.00000 5000.00| 7800.00000 7800.00| 5000.00000 5000.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 11150.000 CY | 1.49000 16613.50| 1.97000 21965.50| 1.35000 15052.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 53.000 MGAL| 8.00000 424.00| 8.00000 424.00| 8.00000 424.00 WATER | | | 0009 1043.50 697.000 SY | 2.00000 1394.00| 2.00000 1394.00| 2.50000 1742.50 RIPRAP FILTER FABRIC | | | 0010 1300.24 66.000 LF | 20.00000 1320.00| 18.00000 1188.00| 12.50000 825.00 24" DRIVEWAY CULVERT PIPE | | | 0011 1300.36 82.000 LF | 32.00000 2624.00| 27.00000 2214.00| 20.00000 1640.00 36" DRIVEWAY CULVERT PIPE | | | 0012 2009.51 13.900 STA | 126.00000 1751.40| 80.00000 1112.00| 60.00000 834.00 CRUSHED ROCK EMBEDMENT | | | 0013 2010.03 610.000 TON | 20.30000 12383.00| 17.00000 10370.00| 12.00000 7320.00 CRUSHED ROCK SURFACE COURSE | | | 0014 4043.00 48.000 LF | 5.00000 240.00| 10.00000 480.00| 5.00000 240.00 REMOVE CULVERT PIPE | | | 0015 4050.01 316.000 CY | 4.00000 1264.00| 5.00000 1580.00| 5.00000 1580.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4300.36 134.000 LF | 32.00000 4288.00| 31.00000 4154.00| 20.00000 2680.00 36" CULVERT PIPE | | | 0017 4300.42 66.000 LF | 45.50000 3003.00| 43.00000 2838.00| 30.00000 1980.00 42" CULVERT PIPE | | | 0018 4300.48 68.000 LF | 52.00000 3536.00| 50.00000 3400.00| 35.00000 2380.00 48" CULVERT PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F04 -4 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1516X COUNTIES : PAWNEE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0810 |( 3 ) 2860 |WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4310.36 2.000 EACH| 410.00000 820.00| 400.00000 800.00| 250.00000 500.00 36" FLARED-END SECTION | | | 0020 4310.42 2.000 EACH| 977.00000 1954.00| 650.00000 1300.00| 600.00000 1200.00 42" FLARED-END SECTION | | | 0021 4310.48 1.000 EACH| 1100.00000 1100.00| 700.00000 700.00| 700.00000 700.00 48" FLARED-END SECTION | | | 0022 6000.10 18.000 LS | 2500.00000 2500.00| 4000.00000 4000.00| 3000.00000 3000.00 ABUTMENT NO.1 EXCAVATION | | | 0023 6000.11 18.000 LS | 2500.00000 2500.00| 4000.00000 4000.00| 3000.00000 3000.00 ABUTMENT NO.2 EXCAVATION | | | 0024 6001.00 60.000 LS | 7000.00000 7000.00| 4000.00000 4000.00| 6000.00000 6000.00 BENT NO.1 EXCAVATION | | | 0025 6001.01 60.000 LS | 7000.00000 7000.00| 4000.00000 4000.00| 6000.00000 6000.00 BENT NO.2 EXCAVATION | | | 0026 6010.22 199.700 CY | 290.00000 57913.00| 320.00000 63904.00| 300.00000 59910.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0027 6010.26 195.500 CY | 290.00000 56695.00| 320.00000 62560.00| 365.00000 71357.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0028 6020.00 49015.000 LB | 0.60000 29409.00| 0.53000 25977.95| 0.67000 32840.05 REINFORCING STEEL FOR BRIDGE | | | 0029 6040.00 1.000 EACH| 6000.00000 6000.00| 13000.00000 13000.00| 8000.00000 8000.00 REMOVE STRUCTURE AT STA. 24+42.5 | | | 0030 6080.00 2015.000 LB | 3.00000 6045.00| 2.00000 4030.00| 1.50000 3022.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0031 6105.02 1388.000 TON | 25.00000 34700.00| 21.75000 30189.00| 30.00000 41640.00 ROCK RIPRAP, TYPE B | | | 0032 6210.12 1400.000 LF | 22.00000 30800.00| 17.00000 23800.00| 20.00000 28000.00 HP 10"X42# STEEL PILING | | | 0033 7020.00 4.000 EACH| 1050.00000 4200.00| 1050.00000 4200.00| 1300.00000 5200.00 BRIDGE APPROACH SECTIONS | | | 0034 7021.47 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1300.00000 5200.00 MELT | | | 0035 L006.00 6.000 ACRE| 75.00000 450.00| 150.00000 900.00| 75.00000 450.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 340,195.65| $ 349,149.20| $ 356,044.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 340,195.65| $ 349,149.20| $ 356,044.70 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F04 -5 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1516X COUNTIES : PAWNEE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1742 |( ) |( ) |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. 24+23.00 110' 3-SPAN CONTINUOUS CONCRETE SLAB BRIDGE | | | 0001 0001.10 1500.000 BDAY| 1.00000 1500.00| | BARRICADE, TYPE III | | | 0002 0001.90 1875.000 EACH| 0.35000 656.25| | SIGN DAY | | | 0003 0001.99 500.000 EACH| 0.85000 425.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 40000.00000 40000.00| | MOBILIZATION | | | 0005 1000.00 1.000 EACH| 100.00000 100.00| | LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 5000.00000 5000.00| | GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 11150.000 CY | 1.70000 18955.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 53.000 MGAL| 8.00000 424.00| | WATER | | | 0009 1043.50 697.000 SY | 2.50000 1742.50| | RIPRAP FILTER FABRIC | | | 0010 1300.24 66.000 LF | 20.00000 1320.00| | 24" DRIVEWAY CULVERT PIPE | | | 0011 1300.36 82.000 LF | 32.00000 2624.00| | 36" DRIVEWAY CULVERT PIPE | | | 0012 2009.51 13.900 STA | 126.00000 1751.40| | CRUSHED ROCK EMBEDMENT | | | 0013 2010.03 610.000 TON | 20.60000 12566.00| | CRUSHED ROCK SURFACE COURSE | | | 0014 4043.00 48.000 LF | 5.00000 240.00| | REMOVE CULVERT PIPE | | | 0015 4050.01 316.000 CY | 4.00000 1264.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4300.36 134.000 LF | 32.00000 4288.00| | 36" CULVERT PIPE | | | 0017 4300.42 66.000 LF | 45.50000 3003.00| | 42" CULVERT PIPE | | | 0018 4300.48 68.000 LF | 52.00000 3536.00| | 48" CULVERT PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F04 -6 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 1516X COUNTIES : PAWNEE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1742 |( ) |( ) |HERBST CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4310.36 2.000 EACH| 410.00000 820.00| | 36" FLARED-END SECTION | | | 0020 4310.42 2.000 EACH| 977.00000 1954.00| | 42" FLARED-END SECTION | | | 0021 4310.48 1.000 EACH| 1100.00000 1100.00| | 48" FLARED-END SECTION | | | 0022 6000.10 18.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | 0023 6000.11 18.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | 0024 6001.00 60.000 LS | 15000.00000 15000.00| | BENT NO.1 EXCAVATION | | | 0025 6001.01 60.000 LS | 15000.00000 15000.00| | BENT NO.2 EXCAVATION | | | 0026 6010.22 199.700 CY | 350.00000 69895.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0027 6010.26 195.500 CY | 350.00000 68425.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0028 6020.00 49015.000 LB | 0.52000 25487.80| | REINFORCING STEEL FOR BRIDGE | | | 0029 6040.00 1.000 EACH| 12500.00000 12500.00| | REMOVE STRUCTURE AT STA. 24+42.5 | | | 0030 6080.00 2015.000 LB | 2.50000 5037.50| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0031 6105.02 1388.000 TON | 31.00000 43028.00| | ROCK RIPRAP, TYPE B | | | 0032 6210.12 1400.000 LF | 22.00000 30800.00| | HP 10"X42# STEEL PILING | | | 0033 7020.00 4.000 EACH| 1100.00000 4400.00| | BRIDGE APPROACH SECTIONS | | | 0034 7021.47 4.000 EACH| 1150.00000 4600.00| | MELT | | | 0035 L006.00 6.000 ACRE| 250.00000 1500.00| | COVER CROP SEEDING | | | SECTION TOTALS | $ 410,942.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 410,942.45| $ 0.00| $ ====================================================================================================================================
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