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Last Updated: 04/09/2004
April 8, 2004 Contract Letting


 

       
NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : 2 VENDOR RANKING CALL ORDER : F01 CONTRACT ID : 1345X COUNTIES : OTOE LETTING DATE : 04/08/04 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7066(27) ON A COUNTY ROAD SOUTHEAST OF SYRACUSE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 0462 ACCEPTED IN THIS LETTING IS LIMITED TO 3. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0880 CHRISTENSEN BROS., INC. $ 767,059.85 100.0000% 2 2207 UNITED CONTRACTORS, INC. $ 787,202.26 102.6259% 3 0462 L. J. WEBB CONTRACTOR, INC. $ 793,365.00 103.4293% NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F01 -3 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1345X COUNTIES : OTOE LETTING DATE : 04/08/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 2207 |( 3 ) 0462 |CHRISTENSEN BROS., INC. |UNITED CONTRACTORS, 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 1 GRADING | | | 0001 0030.10 LUMP| 2500.00000 2500.00| 2200.00000 2200.00| 2200.00000 2200.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 50.00000 50.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 300.00000 300.00| 250.00000 250.00| 250.00000 250.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 21845.000 m3 | 2.05000 44782.25| 2.02000 44126.90| 2.02000 44126.90 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 122.000 kL | 2.00000 244.00| 2.00000 244.00| 2.00000 244.00 WATER | | | 0006 1300.24 35.000 m | 70.00000 2450.00| 68.00000 2380.00| 68.00000 2380.00 600 mm DRIVEWAY CULVERT PIPE | | | 0007 4050.01 612.000 m3 | 9.50000 5814.00| 9.30000 5691.60| 9.30000 5691.60 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0008 4310.24 2.000 EACH| 120.00000 240.00| 117.75000 235.50| 117.75000 235.50 600 mm FLARED-END SECTION | | | 0009 4350.18 29.500 m | 44.00000 1298.00| 42.54000 1254.93| 42.54000 1254.93 450 mm CORRUGATED METAL PIPE | | | 0010 4350.36 89.100 m | 91.00000 8108.10| 90.30000 8045.73| 90.30000 8045.73 900 mm CORRUGATED METAL PIPE | | | 0011 4360.18 2.000 EACH| 95.00000 190.00| 93.00000 186.00| 93.00000 186.00 450 mm METAL FLARED-END SECTION | | | 0012 4360.36 6.000 EACH| 360.00000 2160.00| 355.00000 2130.00| 355.00000 2130.00 900 mm METAL FLARED-END SECTION | | | 0013 6105.02 90.000 Mg | 27.00000 2430.00| 26.30000 2367.00| 26.30000 2367.00 ROCK RIPRAP, TYPE B | | | 0014 L006.00 3.000 ha | 200.00000 600.00| 175.00000 525.00| 250.00000 750.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 71,166.35| $ 69,686.66| $ 69,911.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 19+50.43 1-25, 1-15, & 2-17 m SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0015 0030.60 LUMP| 70000.00000 70000.00| 50000.00000 50000.00| 55000.00000 55000.00 MOBILIZATION | | | 0016 1043.50 1475.000 m2 | 1.50000 2212.50| 3.00000 4425.00| 1.55000 2286.25 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F01 -4 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1345X COUNTIES : OTOE LETTING DATE : 04/08/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 2207 |( 3 ) 0462 |CHRISTENSEN BROS., INC. |UNITED CONTRACTORS, INC. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6000.10 5.000 LS | 5000.00000 5000.00| 3000.00000 3000.00| 3500.00000 3500.00 ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 5.000 LS | 5000.00000 5000.00| 3000.00000 3000.00| 3500.00000 3500.00 ABUTMENT NO.2 EXCAVATION | | | 0019 6001.50 90.000 LS | 18000.00000 18000.00| 17000.00000 17000.00| 10000.00000 10000.00 BENT NO.1 EXCAVATION | | | 0020 6001.51 50.000 LS | 18000.00000 18000.00| 17000.00000 17000.00| 10000.00000 10000.00 BENT NO.2 EXCAVATION | | | 0021 6001.52 50.000 LS | 18000.00000 18000.00| 17000.00000 17000.00| 10000.00000 10000.00 BENT NO.3 EXCAVATION | | | 0022 6005.78 16.000 EACH| 800.00000 12800.00| 1000.00000 16000.00| 650.00000 10400.00 EXPANSION BEARING, TFE TYPE | | | 0023 6005.83 4.000 EACH| 800.00000 3200.00| 1200.00000 4800.00| 600.00000 2400.00 FIXED BEARING | | | 0024 6010.22 162.300 m3 | 320.00000 51936.00| 500.00000 81150.00| 490.00000 79527.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0025 6010.26 165.300 m3 | 260.00000 42978.00| 500.00000 82650.00| 457.78000 75671.03 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0026 6040.00 1.000 EACH| 24000.00000 24000.00| 18000.00000 18000.00| 6000.00000 6000.00 REMOVE STRUCTURE AT STA. 19+47.5 | | | 0027 6071.12 71900.000 LS | 140000.00000 140000.00| 134000.00000 134000.00| 142000.00000 142000.00 STEEL SUPERSTRUCTURE AT STA. 19+50.43 | | | 0028 6080.00 2930.000 kg | 5.00000 14650.00| 5.00000 14650.00| 6.61000 19367.30 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 3180.000 Mg | 27.00000 85860.00| 28.00000 89040.00| 25.90000 82362.00 ROCK RIPRAP, TYPE B | | | 0030 6131.50 28810.000 kg | 1.50000 43215.00| 1.50000 43215.00| 1.72000 49553.20 EPOXY COATED REINFORCING STEEL | | | 0031 6210.14 910.800 m | 75.00000 68310.00| 57.00000 51915.60| 82.02000 74703.82 HP 310 mm X 79 kg STEEL PILING | | | 0032 6310.00 306.200 m2 | 160.00000 48992.00| 150.00000 45930.00| 215.28000 65918.74 STEEL SHEET PILING | | | SECTION TOTALS | $ 672,153.50| $ 692,775.60| $ 702,189.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0033 0030.70 LUMP| 200.00000 200.00| 800.00000 800.00| 200.00000 200.00 MOBILIZATION | | | 0034 7020.00 2.000 EACH| 1800.00000 3600.00| 1722.00000 3444.00| 1800.00000 3600.00 BRIDGE APPROACH SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F01 -5 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1345X COUNTIES : OTOE LETTING DATE : 04/08/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 2207 |( 3 ) 0462 |CHRISTENSEN BROS., INC. |UNITED CONTRACTORS, INC. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 7021.47 2.000 EACH| 1600.00000 3200.00| 1710.00000 3420.00| 1600.00000 3200.00 MELT | | | SECTION TOTALS | $ 7,000.00| $ 7,664.00| $ 7,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0036 0001.10 1920.000 BDAY| 1.00000 1920.00| 1.50000 2880.00| 0.90000 1728.00 BARRICADE, TYPE III | | | 0037 0001.90 2560.000 EACH| 0.50000 1280.00| 0.75000 1920.00| 0.35000 896.00 SIGN DAY | | | 0038 0001.99 320.000 EACH| 1.00000 320.00| 1.50000 480.00| 0.75000 240.00 CONTRACTOR FURNISHED SIGN DAY | | | 0039 0030.00 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION | | | 0040 9110.01 10.000 HOUR| 80.00000 800.00| 70.00000 700.00| 60.00000 600.00 RENTAL OF LOADER, FULLY OPERATED | | | 0041 9110.03 10.000 HOUR| 40.00000 400.00| 50.00000 500.00| 50.00000 500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0042 9110.06 10.000 HOUR| 90.00000 900.00| 100.00000 1000.00| 75.00000 750.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0043 9110.07 10.000 HOUR| 70.00000 700.00| 70.00000 700.00| 45.00000 450.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0044 L022.90 60.000 m | 7.00000 420.00| 6.60000 396.00| 10.00000 600.00 TEMPORARY SILT FENCE | | | 0045 L022.91 200.000 BALE| 20.00000 4000.00| 20.00000 4000.00| 15.00000 3000.00 TEMPORARY BALE CHECK | | | 0046 L022.93 200.000 m | 25.00000 5000.00| 20.00000 4000.00| 25.00000 5000.00 TEMPORARY ROCK CHECK | | | SECTION TOTALS | $ 16,740.00| $ 17,076.00| $ 14,264.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 767,059.85| $ 787,202.26| $ 793,365.00 ====================================================================================================================================

 

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