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Last Updated:
11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F21 CONTRACT ID : 8737 COUNTIES : HOLT LETTING DATE : 11/14/02 DISTRICT : 8 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7045(27) ON A COUNTY ROAD NORTH OF STUART. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0880 CHRISTENSEN BROS., INC. $ 686,849.40 100.0000% 2 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 720,655.08 104.9218% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F21 -3 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 8737 COUNTIES : HOLT LETTING DATE : 11/14/02 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 2853 |( ) |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 15+40 2-47'0" & 1-56'6" PRESTRESSED DOUBLE TEE BRIDGE | | | 0001 0001.08 2142.000 BDAY| 0.50000 1071.00| 0.50000 1071.00| BARRICADE, TYPE II | | | 0002 0001.10 1224.000 BDAY| 2.50000 3060.00| 3.45000 4222.80| BARRICADE, TYPE III | | | 0003 0001.90 4896.000 EACH| 0.30000 1468.80| 1.73000 8470.08| SIGN DAY | | | 0004 0030.60 LUMP| 65000.00000 65000.00| 52095.00000 52095.00| MOBILIZATION | | | 0005 1009.00 LUMP| 7000.00000 7000.00| 6900.00000 6900.00| GENERAL CLEARING AND GRUBBING | | | 0006 1011.00 60.000 MGAL| 9.00000 540.00| 10.35000 621.00| WATER | | | 0007 1030.00 17247.000 CY | 4.00000 68988.00| 4.37000 75369.39| EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1043.50 1023.000 SY | 2.00000 2046.00| 2.30000 2352.90| RIPRAP FILTER FABRIC | | | 0009 2001.00 224.000 CY | 16.00000 3584.00| 17.25000 3864.00| GRAVEL SURFACE COURSE | | | 0010 2005.50 478.000 CY | 5.00000 2390.00| 5.18000 2476.04| CLAY SURFACE COURSE | | | 0011 2010.00 16.000 CY | 32.00000 512.00| 34.50000 552.00| CRUSHED ROCK SURFACE COURSE | | | 0012 4043.00 164.000 LF | 10.00000 1640.00| 11.50000 1886.00| REMOVE CULVERT PIPE | | | 0013 4050.01 1453.000 CY | 6.00000 8718.00| 10.92000 15866.76| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 4100.06 12.220 CY | 580.00000 7087.60| 664.40000 8118.97| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0015 4150.00 1230.000 LB | 1.00000 1230.00| 1.23000 1512.90| REINFORCING STEEL FOR HEADWALL | | | 0016 4300.24 452.000 LF | 30.00000 13560.00| 20.73000 9369.96| 24" CULVERT PIPE | | | 0017 4300.60 274.000 LF | 85.00000 23290.00| 75.90000 20796.60| 60" CULVERT PIPE | | | 0018 4310.24 6.000 EACH| 400.00000 2400.00| 402.50000 2415.00| 24" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F21 -4 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 8737 COUNTIES : HOLT LETTING DATE : 11/14/02 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 2853 |( ) |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4350.60 164.000 LF | 130.00000 21320.00| 138.00000 22632.00| 60" CORRUGATED METAL PIPE | | | 0020 6000.10 80.200 LS | 12000.00000 12000.00| 9050.50000 9050.50| ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 76.400 LS | 12000.00000 12000.00| 9050.50000 9050.50| ABUTMENT NO.2 EXCAVATION | | | 0022 6001.00 7.600 LS | 15000.00000 15000.00| 15019.00000 15019.00| BENT NO.1 EXCAVATION | | | 0023 6001.01 7.100 LS | 15000.00000 15000.00| 15019.00000 15019.00| BENT NO.2 EXCAVATION | | | 0024 6010.22 236.300 CY | 320.00000 75616.00| 413.11000 97617.89| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 124.200 CY | 280.00000 34776.00| 484.35000 60156.27| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6011.11 107.300 LS | 110000.00000 110000.00| 83835.00000 83835.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 15+40 | | | 0027 6020.00 30430.000 LB | 0.60000 18258.00| 0.88000 26778.40| REINFORCING STEEL FOR BRIDGE | | | 0028 6040.00 1.000 EACH| 28000.00000 28000.00| 30475.00000 30475.00| REMOVE STRUCTURE AT STA. 15+39 | | | 0029 6080.00 2180.000 LB | 4.00000 8720.00| 2.30000 5014.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0030 6105.02 778.000 TON | 30.00000 23340.00| 33.36000 25954.08| ROCK RIPRAP, TYPE B | | | 0031 6210.12 700.000 LF | 17.00000 11900.00| 28.09000 19663.00| HP 10"X42# STEEL PILING | | | 0032 6210.14 630.000 LF | 19.00000 11970.00| 32.58000 20525.40| HP 12"X53# STEEL PILING | | | 0033 6251.40 168.000 LF | 320.00000 53760.00| 230.00000 38640.00| ROCK SOCKET | | | 0034 7020.00 4.000 EACH| 2800.00000 11200.00| 3162.50000 12650.00| BRIDGE APPROACH SECTIONS | | | 0035 7021.47 4.000 EACH| 1200.00000 4800.00| 1265.00000 5060.00| MELT | | | 0036 L006.00 1.000 ACRE| 800.00000 800.00| 345.00000 345.00| COVER CROP SEEDING | | | 0037 L020.09 260.000 SY | 16.00000 4160.00| 17.25000 4485.00| EROSION CONTROL, TYPE AAA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F21 -5 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 8737 COUNTIES : HOLT LETTING DATE : 11/14/02 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 2853 |( ) |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 L021.06 28.000 BALE| 23.00000 644.00| 25.88000 724.64| EROSION CHECKS, TYPE HV | | | SECTION TOTALS | $ 686,849.40| $ 720,655.08| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 686,849.40| $ 720,655.08| $ ====================================================================================================================================
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