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Last Updated:
01/30/2004
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January 29, 2004 Contract Letting |
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NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : F01 CONTRACT ID : 1668 COUNTIES : SEWARD LETTING DATE : 01/29/04 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7080(21) ON A COUNTY ROAD EAST OF MILFORD. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0805 A. M. COHRON & SON, INC. $ 655,054.08 100.0000% 2 0880 CHRISTENSEN BROS., INC. $ 684,623.10 104.5140% 3 2017 BRB CONTRACTORS, INC. $ 800,742.78 122.2407% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F01 -3 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1668 COUNTIES : SEWARD LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0880 |( 3 ) 2017 |COHRON & SON, INC./A. M. |CHRISTENSEN BROS., INC. |BRB CONTRACTORS, INC. 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| 6200.00000 6200.00| 6000.00000 6000.00| 7697.00000 7697.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 16866.000 CY | 2.98000 50260.68| 3.00000 50598.00| 2.98000 50260.68 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 14.000 MGAL| 8.00000 112.00| 8.00000 112.00| 8.00000 112.00 WATER | | | 0006 2009.51 6.810 STA | 100.00000 681.00| 110.00000 749.10| 100.00000 681.00 CRUSHED ROCK EMBEDMENT | | | 0007 2010.03 280.000 TON | 17.08000 4782.40| 17.00000 4760.00| 16.15000 4522.00 CRUSHED ROCK SURFACE COURSE | | | 0008 4043.00 92.000 LF | 6.00000 552.00| 6.00000 552.00| 6.00000 552.00 REMOVE CULVERT PIPE | | | 0009 4050.01 217.000 CY | 6.00000 1302.00| 6.00000 1302.00| 6.00000 1302.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 4300.24 48.000 LF | 18.00000 864.00| 19.00000 912.00| 18.00000 864.00 24" CULVERT PIPE | | | 0011 4300.42 134.000 LF | 37.00000 4958.00| 38.00000 5092.00| 37.00000 4958.00 42" CULVERT PIPE | | | 0012 4305.36 58.000 LF | 28.00000 1624.00| 29.00000 1682.00| 28.00000 1624.00 36" ROUND EQUIVALENT CULVERT PIPE | | | 0013 4310.24 2.000 EACH| 150.00000 300.00| 200.00000 400.00| 150.00000 300.00 24" FLARED-END SECTION | | | 0014 4310.42 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 42" FLARED-END SECTION | | | 0015 4320.36 2.000 EACH| 300.00000 600.00| 350.00000 700.00| 300.00000 600.00 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0016 4764.58 200.000 LF | 19.00000 3800.00| 20.00000 4000.00| 19.00000 3800.00 8" PERFORATED P.V.C. PIPE UNDERDRAIN | | | 0017 L006.00 2.000 ACRE| 700.00000 1400.00| 150.00000 300.00| 600.00000 1200.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 79,736.08| $ 79,459.10| $ 80,772.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 13+98.12 1-53'6", 1-82', & 1-74'6" SPANS, PRESTRESSED GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F01 -4 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1668 COUNTIES : SEWARD LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0880 |( 3 ) 2017 |COHRON & SON, INC./A. M. |CHRISTENSEN BROS., INC. |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 0030.60 LUMP| 52000.00000 52000.00| 55000.00000 55000.00| 68000.00000 68000.00 MOBILIZATION | | | 0019 1043.50 1797.000 SY | 2.00000 3594.00| 2.00000 3594.00| 2.30000 4133.10 RIPRAP FILTER FABRIC | | | 0020 6000.10 47.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 7000.00000 7000.00 ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 47.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 7000.00000 7000.00 ABUTMENT NO.2 EXCAVATION | | | 0022 6000.20 89.000 LS | 12000.00000 12000.00| 34000.00000 34000.00| 33000.00000 33000.00 PIER NO.1 EXCAVATION | | | 0023 6000.21 50.000 LS | 12000.00000 12000.00| 34000.00000 34000.00| 6000.00000 6000.00 PIER NO.2 EXCAVATION | | | 0024 6010.22 183.500 CY | 375.00000 68812.50| 360.00000 66060.00| 500.00000 91750.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 196.500 CY | 380.00000 74670.00| 250.00000 49125.00| 520.00000 102180.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6011.11 211.000 LS | 156400.00000 156400.00| 160000.00000 160000.00| 203000.00000 203000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 13+98.12 | | | 0027 6020.00 66840.000 LB | 0.90000 60156.00| 0.60000 40104.00| 0.60000 40104.00 REINFORCING STEEL FOR BRIDGE | | | 0028 6040.00 1.000 EACH| 28000.00000 28000.00| 65000.00000 65000.00| 44000.00000 44000.00 REMOVE STRUCTURE AT STA. 13+85.5 | | | 0029 6080.00 1030.000 LB | 2.25000 2317.50| 3.00000 3090.00| 4.50000 4635.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0030 6105.01 1155.000 TON | 28.00000 32340.00| 27.00000 31185.00| 34.00000 39270.00 ROCK RIPRAP, TYPE A | | | 0031 6210.12 1580.000 LF | 21.00000 33180.00| 17.00000 26860.00| 23.00000 36340.00 HP 10"X42# STEEL PILING | | | 0032 6210.14 650.000 LF | 26.00000 16900.00| 20.00000 13000.00| 30.00000 19500.00 HP 12"X53# STEEL PILING | | | SECTION TOTALS | $ 560,370.00| $ 591,018.00| $ 705,912.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0033 0030.70 LUMP| 1100.00000 1100.00| 250.00000 250.00| 210.00000 210.00 MOBILIZATION | | | 0034 7020.00 4.000 EACH| 1119.50000 4478.00| 1150.00000 4600.00| 1119.50000 4478.00 BRIDGE APPROACH SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F01 -5 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1668 COUNTIES : SEWARD LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 0880 |( 3 ) 2017 |COHRON & SON, INC./A. M. |CHRISTENSEN BROS., INC. |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 7021.47 4.000 EACH| 1129.50000 4518.00| 1200.00000 4800.00| 1129.50000 4518.00 MELT | | | SECTION TOTALS | $ 10,096.00| $ 9,650.00| $ 9,206.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0036 0001.10 1920.000 BDAY| 1.00000 1920.00| 1.20000 2304.00| 1.00000 1920.00 BARRICADE, TYPE III | | | 0037 0001.90 2240.000 EACH| 0.55000 1232.00| 0.50000 1120.00| 0.55000 1232.00 SIGN DAY | | | 0038 0001.99 960.000 EACH| 1.25000 1200.00| 0.70000 672.00| 1.25000 1200.00 CONTRACTOR FURNISHED SIGN DAY | | | 0039 0030.00 LUMP| 500.00000 500.00| 400.00000 400.00| 500.00000 500.00 MOBILIZATION | | | SECTION TOTALS | $ 4,852.00| $ 4,496.00| $ 4,852.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 655,054.08| $ 684,623.10| $ 800,742.78 ====================================================================================================================================
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