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Last Updated:
04/09/2004
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April 8, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : 2 VENDOR RANKING CALL ORDER : F06 CONTRACT ID : 3449 COUNTIES : CUMING LETTING DATE : 04/08/04 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7020(16) ON A COUNTY ROAD NORTHWEST OF BANCROFT. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0880 CHRISTENSEN BROS., INC. $ 928,503.60 100.0000% 2 2207 UNITED CONTRACTORS, INC. $ 964,682.76 103.8965% 3 0774 DIXON CONSTRUCTION CO. $ 1,044,583.68 112.5018% NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F06 -3 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 3449 COUNTIES : CUMING LETTING DATE : 04/08/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 2207 |( 3 ) 0774 |CHRISTENSEN BROS., INC. |UNITED CONTRACTORS, INC. |DIXON CONSTRUCTION CO. 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| 5000.00000 5000.00| 4800.00000 4800.00| 10000.00000 10000.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 500.00000 500.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1000.00000 1000.00| 800.00000 800.00| 1500.00000 1500.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 355.000 kL | 2.00000 710.00| 2.00000 710.00| 2.00000 710.00 WATER | | | 0005 1030.00 5488.000 m3 | 6.00000 32928.00| 5.97000 32763.36| 5.92000 32488.96 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.24 36.000 m | 75.00000 2700.00| 72.00000 2592.00| 100.00000 3600.00 600 mm DRIVEWAY CULVERT PIPE | | | 0007 2001.00 75.500 m3 | 32.00000 2416.00| 23.00000 1736.50| 36.50000 2755.75 GRAVEL SURFACE COURSE | | | 0008 2009.51 2.514 StaM| 350.00000 879.90| 350.00000 879.90| 500.00000 1257.00 CRUSHED ROCK EMBEDMENT | | | 0009 2010.00 75.500 m3 | 45.00000 3397.50| 23.00000 1736.50| 36.50000 2755.75 CRUSHED ROCK SURFACE COURSE | | | 0010 4050.01 142.000 m3 | 8.00000 1136.00| 8.00000 1136.00| 13.10000 1860.20 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0011 4100.06 0.900 m3 | 4000.00000 3600.00| 1000.00000 900.00| 1310.00000 1179.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0012 4150.00 66.000 kg | 3.00000 198.00| 3.00000 198.00| 4.40000 290.40 REINFORCING STEEL FOR HEADWALL | | | 0013 4300.24 125.800 m | 80.00000 10064.00| 79.00000 9938.20| 101.10000 12718.38 600 mm CULVERT PIPE | | | 0014 L006.00 1.400 ha | 250.00000 350.00| 250.00000 350.00| 1000.00000 1400.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 64,479.40| $ 58,640.46| $ 73,015.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 2+98.5 2-22 & 1-31 m SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0015 0030.60 LUMP| 80000.00000 80000.00| 82000.00000 82000.00| 100000.00000 100000.00 MOBILIZATION | | | 0016 1043.50 2725.000 m2 | 2.00000 5450.00| 2.50000 6812.50| 3.00000 8175.00 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F06 -4 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 3449 COUNTIES : CUMING LETTING DATE : 04/08/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 2207 |( 3 ) 0774 |CHRISTENSEN BROS., INC. |UNITED CONTRACTORS, INC. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6000.10 380.000 LS | 4000.00000 4000.00| 2000.00000 2000.00| 10000.00000 10000.00 ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 380.000 LS | 4000.00000 4000.00| 2000.00000 2000.00| 10000.00000 10000.00 ABUTMENT NO.2 EXCAVATION | | | 0019 6000.60 110.000 LS | 38000.00000 38000.00| 25000.00000 25000.00| 20000.00000 20000.00 PIER NO.1 EXCAVATION | | | 0020 6000.61 110.000 LS | 38000.00000 38000.00| 25000.00000 25000.00| 20000.00000 20000.00 PIER NO.2 EXCAVATION | | | 0021 6005.78 12.000 EACH| 800.00000 9600.00| 850.00000 10200.00| 618.67000 7424.04 EXPANSION BEARING, TFE TYPE | | | 0022 6005.83 4.000 EACH| 800.00000 3200.00| 1000.00000 4000.00| 593.00000 2372.00 FIXED BEARING | | | 0023 6010.22 322.100 m3 | 320.00000 103072.00| 417.00000 134315.70| 458.50000 147682.85 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0024 6010.26 183.000 m3 | 260.00000 47580.00| 380.00000 69540.00| 432.30000 79110.90 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 20000.00000 20000.00| 60000.00000 60000.00| 37000.00000 37000.00 REMOVE STRUCTURE AT STA. 3+00 | | | 0026 6071.12 99135.000 LS | 178000.00000 178000.00| 190000.00000 190000.00| 177000.00000 177000.00 STEEL SUPERSTRUCTURE AT STA. 2+98.5 | | | 0027 6080.00 2786.300 kg | 4.00000 11145.20| 5.00000 13931.50| 5.50000 15324.65 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0028 6081.00 268.900 kg | 6.00000 1613.40| 10.00000 2689.00| 8.80000 2366.32 STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0029 6105.02 2660.000 Mg | 28.00000 74480.00| 28.00000 74480.00| 30.00000 79800.00 ROCK RIPRAP, TYPE B | | | 0030 6131.50 41595.000 kg | 1.40000 58233.00| 1.20000 49914.00| 1.54000 64056.30 EPOXY COATED REINFORCING STEEL | | | 0031 6139.50 55.900 m2 | 40.00000 2236.00| 40.00000 2236.00| 37.00000 2068.30 SUBSURFACE DRAINAGE MATTING | | | 0032 6210.12 520.400 m | 70.00000 36428.00| 50.00000 26020.00| 65.60000 34138.24 HP 250 mm X 62 kg STEEL PILING | | | 0033 6210.14 729.600 m | 80.00000 58368.00| 56.00000 40857.60| 82.00000 59827.20 HP 310 mm X 79 kg STEEL PILING | | | 0034 6310.00 396.300 m2 | 150.00000 59445.00| 140.00000 55482.00| 139.88000 55434.44 STEEL SHEET PILING | | | 0035 8091.00 80.000 m3 | 35.00000 2800.00| 30.00000 2400.00| 40.00000 3200.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 835,650.60| $ 878,878.30| $ 934,980.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F06 -5 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 3449 COUNTIES : CUMING LETTING DATE : 04/08/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 2207 |( 3 ) 0774 |CHRISTENSEN BROS., INC. |UNITED CONTRACTORS, INC. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 0030.70 LUMP| 600.00000 600.00| 550.00000 550.00| 1000.00000 1000.00 MOBILIZATION | | | 0037 7020.00 4.000 EACH| 1425.00000 5700.00| 1425.00000 5700.00| 1700.00000 6800.00 BRIDGE APPROACH SECTIONS | | | 0038 7021.47 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1700.00000 6800.00 MELT | | | SECTION TOTALS | $ 11,900.00| $ 11,850.00| $ 14,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0039 0001.10 2632.000 BDAY| 1.10000 2895.20| 0.90000 2368.80| 2.50000 6580.00 BARRICADE, TYPE III | | | 0040 0001.90 3008.000 EACH| 0.60000 1804.80| 0.40000 1203.20| 1.00000 3008.00 SIGN DAY | | | 0041 0001.99 376.000 EACH| 1.10000 413.60| 0.75000 282.00| 2.50000 940.00 CONTRACTOR FURNISHED SIGN DAY | | | 0042 0030.00 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0043 9110.01 10.000 HOUR| 80.00000 800.00| 70.00000 700.00| 80.00000 800.00 RENTAL OF LOADER, FULLY OPERATED | | | 0044 9110.03 10.000 HOUR| 40.00000 400.00| 50.00000 500.00| 70.00000 700.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0045 9110.06 10.000 HOUR| 90.00000 900.00| 100.00000 1000.00| 70.00000 700.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0046 9110.07 10.000 HOUR| 70.00000 700.00| 70.00000 700.00| 70.00000 700.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0047 L022.90 100.000 m | 15.00000 1500.00| 15.00000 1500.00| 15.00000 1500.00 TEMPORARY SILT FENCE | | | 0048 L022.91 56.000 BALE| 35.00000 1960.00| 35.00000 1960.00| 35.00000 1960.00 TEMPORARY BALE CHECK | | | 0049 L022.92 50.000 m | 82.00000 4100.00| 82.00000 4100.00| 82.00000 4100.00 TEMPORARY EARTH CHECK | | | SECTION TOTALS | $ 16,473.60| $ 15,314.00| $ 21,988.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 928,503.60| $ 964,682.76| $ 1,044,583.68 ====================================================================================================================================
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