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12/20/2002
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December 19, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F16 CONTRACT ID : 4747X COUNTIES : HOWARD LETTING DATE : 12/19/02 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7047(9) IN DANNEBROG. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED 0013 IN THIS LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 407,600.55 100.0000% 2 0880 CHRISTENSEN BROS., INC. $ 477,004.32 117.0274% 3 0013 THE DIAMOND ENGINEERING COMPANY $ 506,139.96 124.1755% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F16 -3 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4747X COUNTIES : HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( 3 ) 0013 |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. |DIAMOND ENGINEERING COMPANY/THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 11+50 1-40' & 2-30' SPANS CONC SLAB BR CONTIN TYPE - W/6' SIDEWALK | | | 0001 0001.10 708.000 BDAY| 1.50000 1062.00| 1.60000 1132.80| 2.00000 1416.00 BARRICADE, TYPE III | | | 0002 0001.90 994.000 EACH| 0.50000 497.00| 0.60000 596.40| 1.00000 994.00 SIGN DAY | | | 0003 0001.98 472.000 EACH| 1.80000 849.60| 1.90000 896.80| 2.00000 944.00 CONTRACTOR FURNISHED SIGN | | | 0004 0030.60 LUMP| 50000.00000 50000.00| 47000.00000 47000.00| 19000.00000 19000.00 MOBILIZATION | | | 0005 1010.01 500.000 CY | 7.50000 3750.00| 20.00000 10000.00| 17.00000 8500.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1102.00 390.000 SY | 5.00000 1950.00| 10.00000 3900.00| 3.70000 1443.00 REMOVE ASPHALT SURFACE | | | 0007 1107.00 43.000 SY | 20.00000 860.00| 10.00000 430.00| 2.80000 120.40 REMOVE WALK | | | 0008 3016.21 54.000 SY | 70.00000 3780.00| 35.00000 1890.00| 37.00000 1998.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0009 3050.15 139.100 CY | 200.00000 27820.00| 200.00000 27820.00| 228.00000 31714.80 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0010 3051.10 11203.000 LB | 0.60000 6721.80| 0.50000 5601.50| 0.69000 7730.07 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0011 3075.32 144.000 SY | 60.00000 8640.00| 54.00000 7776.00| 45.00000 6480.00 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0012 4050.01 33.000 CY | 15.00000 495.00| 20.00000 660.00| 10.00000 330.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0013 4760.04 301.000 LF | 44.00000 13244.00| 45.00000 13545.00| 153.00000 46053.00 4" CAST IRON PIPE | | | 0014 4766.08 299.000 LF | 46.00000 13754.00| 47.00000 14053.00| 186.00000 55614.00 8" DUCTILE IRON PIPE | | | 0015 6000.10 60.000 LS | 3000.00000 3000.00| 7000.00000 7000.00| 2450.00000 2450.00 ABUTMENT NO.1 EXCAVATION | | | 0016 6000.11 60.000 LS | 3000.00000 3000.00| 7000.00000 7000.00| 2450.00000 2450.00 ABUTMENT NO.2 EXCAVATION | | | 0017 6001.50 30.000 LS | 6500.00000 6500.00| 18000.00000 18000.00| 20000.00000 20000.00 BENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F16 -4 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4747X COUNTIES : HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( 3 ) 0013 |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. |DIAMOND ENGINEERING COMPANY/THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 6001.51 30.000 LS | 6500.00000 6500.00| 18000.00000 18000.00| 20000.00000 20000.00 BENT NO.2 EXCAVATION | | | 0019 6010.22 159.100 CY | 325.00000 51707.50| 370.00000 58867.00| 368.00000 58548.80 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0020 6010.26 190.500 CY | 310.00000 59055.00| 320.00000 60960.00| 400.00000 76200.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0021 6040.00 1.000 EACH| 30000.00000 30000.00| 65000.00000 65000.00| 13000.00000 13000.00 REMOVE STRUCTURE AT STA. 11+56 | | | 0022 6080.00 1405.000 LB | 2.50000 3512.50| 3.00000 4215.00| 1.94000 2725.70 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0023 6104.00 40.000 TON | 15.00000 600.00| 15.00000 600.00| 41.00000 1640.00 BROKEN CONCRETE RIPRAP | | | 0024 6105.02 375.000 TON | 30.00000 11250.00| 32.00000 12000.00| 49.00000 18375.00 ROCK RIPRAP, TYPE B | | | 0025 6131.50 42530.000 LB | 0.60000 25518.00| 0.60000 25518.00| 0.70000 29771.00 EPOXY COATED REINFORCING STEEL | | | 0026 6210.12 1990.000 LF | 25.00000 49750.00| 20.00000 39800.00| 27.00000 53730.00 HP 10"X42# STEEL PILING | | | 0027 6401.00 100.000 LF | 40.00000 4000.00| 45.00000 4500.00| 52.00000 5200.00 PEDESTRIAN BARRIER RAIL | | | 0028 6404.00 122.670 LF | 45.00000 5520.15| 46.00000 5642.82| 57.00000 6992.19 PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0029 7020.00 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1200.00000 4800.00 BRIDGE APPROACH SECTIONS | | | 0030 7021.47 4.000 EACH| 1250.00000 5000.00| 1260.00000 5040.00| 1250.00000 5000.00 MELT | | | 0031 W357.14 8.000 EACH| 158.00000 1264.00| 160.00000 1280.00| 140.00000 1120.00 4" - 45 DEGREE BEND | | | 0032 W357.40 8.000 EACH| 400.00000 3200.00| 410.00000 3280.00| 225.00000 1800.00 8" - 45 DEGREE BEND | | | SECTION TOTALS | $ 407,600.55| $ 477,004.32| $ 506,139.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 407,600.55| $ 477,004.32| $ 506,139.96 ====================================================================================================================================
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