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Last Updated: 12/20/2002
December 19, 2002 Contract Letting


 

       
NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F23 CONTRACT ID : 5985 COUNTIES : SIOUX LETTING DATE : 12/19/02 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : BR-1105(2) ON A COUNTY ROAD NORTHEAST OF HARRISON. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2283 PERRETT CONSTRUCTION LTD. $ 448,691.06 100.0000% 2 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 509,469.09 113.5456% 3 1880 DANA FULLER DBA FULLER CONSTRUCTION $ 535,180.71 119.2760% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F23 -3 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5985 COUNTIES : SIOUX LETTING DATE : 12/19/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2283 |( 2 ) 2853 |( 3 ) 1880 |PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSI |FULLER CONSTRUCTION (DBA)/DANA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 1+53.500 2-11M & 1-15M SPANS STEEL GIRDER CONTINOUS SPAN BRIDGE | | | 0001 0001.10 1416.000 BDAY| 1.00000 1416.00| 2.30000 3256.80| 2.36000 3341.76 BARRICADE, TYPE III | | | 0002 0001.90 2006.000 EACH| 0.25000 501.50| 0.58000 1163.48| 0.60000 1203.60 SIGN DAY | | | 0003 0001.98 472.000 EACH| 1.00000 472.00| 3.45000 1628.40| 3.55000 1675.60 CONTRACTOR FURNISHED SIGN | | | 0004 0030.60 LUMP| 46500.00000 46500.00| 61456.00000 61456.00| 44000.00000 44000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 500.00000 500.00| 1437.50000 1437.50| 1000.00000 1000.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 7500.00000 7500.00| 5980.00000 5980.00| 6100.00000 6100.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 1900.000 m3 | 4.00000 7600.00| 2.12000 4028.00| 2.20000 4180.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 464.000 kL | 1.00000 464.00| 8.67000 4022.88| 8.90000 4129.60 WATER | | | 0009 1020.03 23.000 EACH| 15.00000 345.00| 9.20000 211.60| 9.50000 218.50 DELINEATOR, TYPE III | | | 0010 1020.20 6.000 EACH| 30.00000 180.00| 28.75000 172.50| 30.00000 180.00 INSTALL CHEVRONS | | | 0011 1021.10 23.000 EACH| 5.00000 115.00| 9.20000 211.60| 8.00000 184.00 REMOVE DELINEATOR UNITS | | | 0012 1030.00 4640.000 m3 | 6.50000 30160.00| 5.88000 27283.20| 6.00000 27840.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0013 1043.50 1425.000 m2 | 4.00000 5700.00| 2.79000 3975.75| 3.00000 4275.00 RIPRAP FILTER FABRIC | | | 0014 2001.00 262.000 m3 | 28.00000 7336.00| 29.63000 7763.06| 30.40000 7964.80 GRAVEL SURFACE COURSE | | | 0015 2009.10 1.296 StaM| 500.00000 648.00| 2901.62000 3760.50| 2950.00000 3823.20 GRAVEL EMBEDMENT | | | 0016 4043.00 20.000 m | 22.00000 440.00| 29.33000 586.60| 30.00000 600.00 REMOVE CULVERT PIPE | | | 0017 4050.01 115.000 m3 | 15.00000 1725.00| 4.50000 517.50| 4.60000 529.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0018 4350.48 20.000 m | 275.00000 5500.00| 167.90000 3358.00| 146.00000 2920.00 1200 mm CORRUGATED METAL PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F23 -4 TABULATION OF BIDS CALL ORDER : F23 CONTRACT ID : 5985 COUNTIES : SIOUX LETTING DATE : 12/19/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2283 |( 2 ) 2853 |( 3 ) 1880 |PERRETT CONSTRUCTION LTD. |SIMON CONTRACTORS AND SUBSI |FULLER CONSTRUCTION (DBA)/DANA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.10 177.000 LS | 10000.00000 10000.00| 4950.75000 4950.75| 1500.00000 1500.00 ABUTMENT NO.1 EXCAVATION | | | 0020 6000.11 177.000 LS | 10000.00000 10000.00| 4950.75000 4950.75| 1500.00000 1500.00 ABUTMENT NO.2 EXCAVATION | | | 0021 6005.78 8.000 EACH| 750.00000 6000.00| 717.31000 5738.48| 525.00000 4200.00 EXPANSION BEARING, TFE TYPE | | | 0022 6005.83 8.000 EACH| 600.00000 4800.00| 621.00000 4968.00| 431.00000 3448.00 FIXED BEARING | | | 0023 6010.22 76.900 m3 | 495.00000 38065.50| 549.95000 42291.16| 517.00000 39757.30 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0024 6010.26 95.900 m3 | 495.00000 47470.50| 569.36000 54601.62| 655.00000 62814.50 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 5000.00000 5000.00| 14317.50000 14317.50| 14690.00000 14690.00 REMOVE STRUCTURE AT STA. 1+53.43 | | | 0026 6071.12 25065.000 LS | 60000.00000 60000.00| 59340.00000 59340.00| 69620.00000 69620.00 STEEL SUPERSTRUCTURE AT STA. 1+53.50 | | | 0027 6080.00 8460.000 kg | 2.50000 21150.00| 3.86000 32655.60| 4.90000 41454.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0028 6105.01 1391.000 Mg | 34.00000 47294.00| 39.45000 54874.95| 55.00000 76505.00 ROCK RIPRAP, TYPE A | | | 0029 6131.50 14385.000 kg | 1.35000 19419.75| 1.73000 24886.05| 1.83000 26324.55 EPOXY COATED REINFORCING STEEL | | | 0030 6139.50 4.000 m2 | 65.00000 260.00| 301.88000 1207.52| 40.00000 160.00 SUBSURFACE DRAINAGE MATTING | | | 0031 6210.12 405.600 m | 82.00000 33259.20| 90.38000 36658.13| 95.00000 38532.00 HP 250 mm X 62 kg STEEL PILING | | | 0032 6310.00 181.000 m2 | 145.00000 26245.00| 188.74000 34161.94| 206.50000 37376.50 STEEL SHEET PILING | | | 0033 L001.01 0.983 ha | 1760.00000 1730.08| 1840.23000 1808.95| 1888.00000 1855.90 SEEDING, TYPE A | | | 0034 L006.00 0.983 ha | 250.00000 245.75| 575.58000 565.80| 590.00000 579.97 COVER CROP SEEDING | | | 0035 L032.75 4.915 Mg | 132.00000 648.78| 138.05000 678.52| 142.00000 697.93 MULCH | | | SECTION TOTALS | $ 448,691.06| $ 509,469.09| $ 535,180.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 448,691.06| $ 509,469.09| $ 535,180.71 ====================================================================================================================================

 

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