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Last Updated:
06/30/2003
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June 26, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : 2 VENDOR RANKING CALL ORDER : F32 CONTRACT ID : 6342 COUNTIES : DEUEL LETTING DATE : 06/26/03 DISTRICT : 6 CONTRACT DESCRIPTION : PROJECT(S) : ER-80-3(130) I-80, WEST OF BIG SPRINGS -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1744 REIMAN CORP. $ 727,075.47 100.0000% 2 0805 A. M. COHRON & SON, INC. $ 738,337.97 101.5490% 3 1809 CAPITAL CONTRACTORS, INC. $ 834,010.81 114.7076% NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : F32 -3 TABULATION OF BIDS CALL ORDER : F32 CONTRACT ID : 6342 COUNTIES : DEUEL LETTING DATE : 06/26/03 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 1744 |( 2 ) 0805 |( 3 ) 1809 |REIMAN CORP. |COHRON & SON, INC./A. M. |CAPITAL CONTRACTORS, 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. 14+95.52 2-118.5' SPANS NU1100 PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0001 0001.08 1170.000 BDAY| 0.50000 585.00| 0.50000 585.00| 0.50000 585.00 BARRICADE, TYPE II | | | 0002 0001.10 1782.000 BDAY| 2.65000 4722.30| 1.05000 1871.10| 2.63000 4686.66 BARRICADE, TYPE III | | | 0003 0001.75 656.000 EACH| 2.65000 1738.40| 3.05000 2000.80| 3.50000 2296.00 TEMPORARY SIGN DAY | | | 0004 0001.90 3614.000 EACH| 2.40000 8673.60| 0.31000 1120.34| 1.00000 3614.00 SIGN DAY | | | 0005 0001.98 850.000 EACH| 2.40000 2040.00| 1.22000 1037.00| 2.10000 1785.00 CONTRACTOR FURNISHED SIGN | | | 0006 0002.97 34.000 DAY | 53.00000 1802.00| 31.00000 1054.00| 57.75000 1963.50 FLASHING ARROW PANEL | | | 0007 0003.51 837.500 LF | 13.30000 11138.75| 8.00000 6700.00| 50.00000 41875.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0008 0003.58 4.000 EACH| 2650.00000 10600.00| 3875.00000 15500.00| 3150.00000 12600.00 INERTIAL BARRIER SYSTEM | | | 0009 0003.64 5.000 EACH| 265.00000 1325.00| 280.00000 1400.00| 105.00000 525.00 REPLACEMENT MODULE | | | 0010 0005.10 134.000 DAY | 200.00000 26800.00| 112.00000 15008.00| 120.00000 16080.00 TRAFFIC CONTROL MANAGEMENT | | | 0011 0030.60 LUMP| 60000.00000 60000.00| 56000.00000 56000.00| 50000.00000 50000.00 MOBILIZATION | | | 0012 1011.00 65.000 MGAL| 8.00000 520.00| 8.00000 520.00| 8.00000 520.00 WATER | | | 0013 1030.00 1720.000 CY | 19.00000 32680.00| 3.75000 6450.00| 10.00000 17200.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0014 2001.00 200.000 CY | 28.00000 5600.00| 18.00000 3600.00| 15.00000 3000.00 GRAVEL SURFACE COURSE | | | 0015 2005.50 395.000 CY | 20.00000 7900.00| 7.00000 2765.00| 10.00000 3950.00 CLAY SURFACE COURSE | | | 0016 2009.10 7.610 STA | 630.00000 4794.30| 130.00000 989.30| 115.00000 875.15 GRAVEL EMBEDMENT | | | 0017 6000.10 13.000 LS | 8000.00000 8000.00| 4000.00000 4000.00| 7500.00000 7500.00 ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 13.000 LS | 8000.00000 8000.00| 4000.00000 4000.00| 7500.00000 7500.00 ABUTMENT NO.2 EXCAVATION | | | 0019 6000.20 70.000 LS | 12500.00000 12500.00| 12000.00000 12000.00| 15000.00000 15000.00 PIER NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : F32 -4 TABULATION OF BIDS CALL ORDER : F32 CONTRACT ID : 6342 COUNTIES : DEUEL LETTING DATE : 06/26/03 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 1744 |( 2 ) 0805 |( 3 ) 1809 |REIMAN CORP. |COHRON & SON, INC./A. M. |CAPITAL CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 6005.78 8.000 EACH| 1000.00000 8000.00| 1005.00000 8040.00| 750.00000 6000.00 EXPANSION BEARING, TFE TYPE | | | 0021 6005.83 8.000 EACH| 820.00000 6560.00| 822.00000 6576.00| 650.00000 5200.00 FIXED BEARING | | | 0022 6010.22 193.200 CY | 360.00000 69552.00| 515.00000 99498.00| 425.00000 82110.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0023 6010.26 267.500 CY | 400.00000 107000.00| 525.00000 140437.50| 435.00000 116362.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0024 6011.11 168.700 LS | 165300.00000 165300.00| 167200.00000 167200.00| 150000.00000 150000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA.14+95.52 | | | 0025 6030.00 1.000 EACH| 18000.00000 18000.00| 28000.00000 28000.00| 87000.00000 87000.00 PREPARATION OF BRIDGE AT STA. 14+95.52 | | | 0026 6107.00 35.000 SY | 71.00000 2485.00| 70.00000 2450.00| 100.00000 3500.00 CONCRETE SLOPE PROTECTION | | | 0027 6131.50 61900.000 LB | 0.63000 38997.00| 0.65000 40235.00| 0.60000 37140.00 EPOXY COATED REINFORCING STEEL | | | 0028 6210.50 620.000 LF | 35.00000 21700.00| 26.00000 16120.00| 25.00000 15500.00 PIPE PILING | | | 0029 6310.00 3831.200 SF | 10.20000 39078.24| 14.00000 53636.80| 15.00000 57468.00 STEEL SHEET PILING | | | 0030 7011.20 50.000 LF | 15.85000 792.50| 15.30000 765.00| 15.00000 750.00 W-BEAM GUARDRAIL | | | 0031 7011.30 387.500 LF | 15.85000 6141.88| 15.30000 5928.75| 15.00000 5812.50 THRIE-BEAM GUARDRAIL | | | 0032 7017.00 437.500 LF | 3.20000 1400.00| 3.05000 1334.38| 3.00000 1312.50 REMOVE GUARDRAIL | | | 0033 7020.00 4.000 EACH| 1800.00000 7200.00| 1735.00000 6940.00| 1700.00000 6800.00 BRIDGE APPROACH SECTIONS | | | 0034 7022.50 2.000 EACH| 4650.00000 9300.00| 4485.00000 8970.00| 4400.00000 8800.00 BULLNOSE-12.5' | | | 0035 7024.27 4.000 EACH| 1600.00000 6400.00| 1530.00000 6120.00| 1500.00000 6000.00 GUARDRAIL END TREATMENT, TYPE II | | | 0036 L020.00 5270.000 SY | 1.85000 9749.50| 1.80000 9486.00| 10.00000 52700.00 EROSION CONTROL | | | SECTION TOTALS | $ 727,075.47| $ 738,337.97| $ 834,010.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 727,075.47| $ 738,337.97| $ 834,010.81 ====================================================================================================================================
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