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Last Updated:
09/10/2002
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September 05, 2002 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 2 VENDOR RANKING CALL ORDER : F09 CONTRACT ID : 3663X1 COUNTIES : PLATTE LETTING DATE : 09/05/02 DISTRICT : 3 PROJECT(S) : NH-81-3(134) CONTRACT DESCRIPTION : US-81, SOUTH OF COLUMBUS -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0774 DIXON CONSTRUCTION CO. $ 990,505.49 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 1,041,130.55 105.1110% 3 0462 L. J. WEBB CONTRACTOR, INC. $ 1,051,736.63 106.1818% 4 0880 CHRISTENSEN BROS., INC. $ 1,056,303.80 106.6429% NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3663X1 COUNTIES : PLATTE LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 3 PROJECT(S) : NH-81-3(134) ==================================================================================================================================== |(1) 0774 |(2) 0810 |(3) 0462 |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 370+21 2-37'-6" & 1-50'-6" SPAN CONTINUOUS CONCRETE SLAB BRIDGE | | | 0001 L020.00 2320.000 SY | 1.95000 4524.00| 1.95000 4524.00| 1.95000 4524.00 EROSION CONTROL | | | 0002 L022.11 490.000 LF | 2.60000 1274.00| 2.60000 1274.00| 2.60000 1274.00 FABRIC SILT FENCE-LOW POROSITY | | | 0003 0001.08 14550.000 BDAY| 0.50000 7275.00| 0.50000 7275.00| 0.50000 7275.00 BARRICADE, TYPE II | | | 0004 0001.10 1170.000 BDAY| 1.00000 1170.00| 1.00000 1170.00| 1.00000 1170.00 BARRICADE, TYPE III | | | 0005 0001.90 7440.000 EACH| 0.35000 2604.00| 0.37000 2752.80| 0.35000 2604.00 SIGN DAY | | | 0006 0002.30 4000.000 LF | 0.35000 1400.00| 0.37000 1480.00| 0.35000 1400.00 PAVEMENT MARKING REMOVAL | | | 0007 0002.39 24000.000 LF | 0.78000 18720.00| 0.78000 18720.00| 0.78000 18720.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0008 0002.85 14.000 EACH| 25.00000 350.00| 25.00000 350.00| 25.00000 350.00 TUBULAR POST | | | 0009 0002.97 390.000 DAY | 20.00000 7800.00| 20.00000 7800.00| 20.00000 7800.00 FLASHING ARROW PANEL | | | 0010 0003.10 20.000 DAY | 200.00000 4000.00| 200.00000 4000.00| 175.00000 3500.00 FLAGGING | | | 0011 0003.51 370.000 LF | 15.00000 5550.00| 16.00000 5920.00| 15.00000 5550.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0012 0003.56 370.000 LF | 7.00000 2590.00| 3.00000 1110.00| 4.00000 1480.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0013 0003.64 5.000 EACH| 1.00000 5.00| 50.00000 250.00| 500.00000 2500.00 REPLACEMENT MODULE | | | 0014 0030.60 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 75000.00000 75000.00 MOBILIZATION | | | 0015 1009.00 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 6000.00000 6000.00 GENERAL CLEARING AND GRUBBING | | | 0016 1033.00 4.800 STA | 750.00000 3600.00| 1000.00000 4800.00| 1000.00000 4800.00 ROADWAY GRADING | | | 0017 1101.00 1337.000 SY | 3.95000 5281.15| 4.00000 5348.00| 4.50000 6016.50 REMOVE PAVEMENT | | | 0018 1109.00 920.000 LF | 7.00000 6440.00| 2.00000 1840.00| 16.00000 14720.00 REMOVE CURB | | | 0019 1122.01 1187.000 SY | 3.28000 3893.36| 3.00000 3561.00| 2.50000 2967.50 REMOVE CONCRETE MEDIAN SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3663X1 COUNTIES : PLATTE LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 3 PROJECT(S) : NH-81-3(134) ==================================================================================================================================== |(1) 0774 |(2) 0810 |(3) 0462 |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 3011.25 920.000 LF | 6.85000 6302.00| 10.00000 9200.00| 14.00000 12880.00 CONCRETE CLASS 47B-3500 CURB TYPE II | | | 0021 3017.43 868.000 SY | 31.80000 27602.40| 30.00000 26040.00| 32.00000 27776.00 6" CONCRETE CLASS 47B-3000 MEDIAN | | | SURFACING | | | 0022 3050.15 403.000 CY | 190.00000 76570.00| 190.00000 76570.00| 170.00000 68510.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0023 3051.10 39795.000 LB | 0.60000 23877.00| 0.55000 21887.25| 0.55000 21887.25 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0024 6000.10 135.000 LS | 10000.00000 10000.00| 9000.00000 9000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0025 6000.11 135.000 LS | 10000.00000 10000.00| 9000.00000 9000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0026 6001.50 5.000 LS | 15000.00000 15000.00| 18000.00000 18000.00| 30000.00000 30000.00 BENT NO.1 EXCAVATION | | | 0027 6001.51 175.000 LS | 15000.00000 15000.00| 18000.00000 18000.00| 30000.00000 30000.00 BENT NO.2 EXCAVATION | | | 0028 6010.22 234.500 CY | 270.00000 63315.00| 280.00000 65660.00| 300.00000 70350.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0029 6010.26 707.200 CY | 240.00000 169728.00| 280.00000 198016.00| 250.00000 176800.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0030 6040.00 1.000 EACH| 50000.00000 50000.00| 60000.00000 60000.00| 50000.00000 50000.00 REMOVE STRUCTURE AT STA. 370+13.5 | | | 0031 6080.00 3630.000 LB | 2.50000 9075.00| 2.50000 9075.00| 3.50000 12705.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0032 6104.00 582.000 TON | 12.00000 6984.00| 15.00000 8730.00| 25.00000 14550.00 BROKEN CONCRETE RIPRAP | | | 0033 6131.50 152950.000 LB | 0.55000 84122.50| 0.55000 84122.50| 0.55000 84122.50 EPOXY COATED REINFORCING STEEL | | | 0034 6139.50 105.000 SY | 20.00000 2100.00| 25.00000 2625.00| 50.00000 5250.00 SUBSURFACE DRAINAGE MATTING | | | 0035 6210.50 3400.000 LF | 20.00000 68000.00| 22.50000 76500.00| 27.00000 91800.00 PIPE PILING | | | 0036 6310.00 5960.000 SF | 10.00000 59600.00| 10.50000 62580.00| 12.00000 71520.00 STEEL SHEET PILING | | | 0037 6510.55 470.000 LS | 15000.00000 15000.00| 14000.00000 14000.00| 6000.00000 6000.00 TEMPORARY BRIDGE SHORING | | | 0038 6510.60 110.000 LS | 10000.00000 10000.00| 6000.00000 6000.00| 12000.00000 12000.00 BRIDGE SHORING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3663X1 COUNTIES : PLATTE LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 3 PROJECT(S) : NH-81-3(134) ==================================================================================================================================== |(1) 0774 |(2) 0810 |(3) 0462 |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 7011.20 162.500 LF | 14.67000 2383.88| 12.00000 1950.00| 14.67000 2383.88 W-BEAM GUARDRAIL | | | 0040 7017.00 250.000 LF | 1.80000 450.00| 5.00000 1250.00| 1.80000 450.00 REMOVE GUARDRAIL | | | 0041 7019.50 2.000 EACH| 12367.00000 24734.00| 14000.00000 28000.00| 12367.00000 24734.00 IMPACT ATTENUATOR | | | 0042 7019.65 2.000 EACH| 1250.00000 2500.00| 1200.00000 2400.00| 1250.00000 2500.00 RELOCATE IMPACT ATTENUATOR | | | 0043 7020.00 4.000 EACH| 1068.00000 4272.00| 1000.00000 4000.00| 1068.00000 4272.00 BRIDGE APPROACH SECTIONS | | | 0044 7024.27 4.000 EACH| 1508.00000 6032.00| 1400.00000 5600.00| 1508.00000 6032.00 GUARDRAIL END TREATMENT, TYPE II | | | 0045 8091.00 260.000 CY | 30.00000 7800.00| 25.00000 6500.00| 20.00000 5200.00 GRANULAR BACKFILL | | | 0046 9009.87 868.000 SY | 38.95000 33808.60| 40.00000 34720.00| 40.00000 34720.00 SURFACING 8" | | | 0047 9110.01 5.000 HOUR| 80.00000 400.00| 70.00000 350.00| 70.00000 350.00 RENTAL OF LOADER, FULLY OPERATED | | | 0048 9110.03 5.000 HOUR| 70.00000 350.00| 60.00000 300.00| 60.00000 300.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0049 9110.07 5.000 HOUR| 40.00000 200.00| 60.00000 300.00| 45.00000 225.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0050 9188.50 188.000 SY | 38.95000 7322.60| 35.00000 6580.00| 36.00000 6768.00 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 990,505.49| $ 1,041,130.55| $ 1,051,736.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 990,505.49| $ 1,041,130.55| $ 1,051,736.63 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 6 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3663X1 COUNTIES : PLATTE LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 3 PROJECT(S) : NH-81-3(134) ==================================================================================================================================== |(4) 0880 | | |CHRISTENSEN BROS., 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. 370+21 2-37'-6" & 1-50'-6" SPAN CONTINUOUS CONCRETE SLAB BRIDGE | | | 0001 L020.00 2320.000 SY | 1.50000 3480.00| | EROSION CONTROL | | | 0002 L022.11 490.000 LF | 4.00000 1960.00| | FABRIC SILT FENCE-LOW POROSITY | | | 0003 0001.08 14550.000 BDAY| 0.50000 7275.00| | BARRICADE, TYPE II | | | 0004 0001.10 1170.000 BDAY| 0.90000 1053.00| | BARRICADE, TYPE III | | | 0005 0001.90 7440.000 EACH| 1.00000 7440.00| | SIGN DAY | | | 0006 0002.30 4000.000 LF | 0.50000 2000.00| | PAVEMENT MARKING REMOVAL | | | 0007 0002.39 24000.000 LF | 0.90000 21600.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0008 0002.85 14.000 EACH| 50.00000 700.00| | TUBULAR POST | | | 0009 0002.97 390.000 DAY | 35.00000 13650.00| | FLASHING ARROW PANEL | | | 0010 0003.10 20.000 DAY | 190.00000 3800.00| | FLAGGING | | | 0011 0003.51 370.000 LF | 12.00000 4440.00| | INSTALL CONCRETE PROTECTION BARRIER | | | 0012 0003.56 370.000 LF | 10.00000 3700.00| | RELOCATE CONCRETE PROTECTION BARRIER | | | 0013 0003.64 5.000 EACH| 2000.00000 10000.00| | REPLACEMENT MODULE | | | 0014 0030.60 LUMP| 100000.00000 100000.00| | MOBILIZATION | | | 0015 1009.00 LUMP| 2400.00000 2400.00| | GENERAL CLEARING AND GRUBBING | | | 0016 1033.00 4.800 STA | 235.00000 1128.00| | ROADWAY GRADING | | | 0017 1101.00 1337.000 SY | 4.00000 5348.00| | REMOVE PAVEMENT | | | 0018 1109.00 920.000 LF | 10.00000 9200.00| | REMOVE CURB | | | 0019 1122.01 1187.000 SY | 3.40000 4035.80| | REMOVE CONCRETE MEDIAN SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 7 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3663X1 COUNTIES : PLATTE LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 3 PROJECT(S) : NH-81-3(134) ==================================================================================================================================== |(4) 0880 | | |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 3011.25 920.000 LF | 7.00000 6440.00| | CONCRETE CLASS 47B-3500 CURB TYPE II | | | 0021 3017.43 868.000 SY | 32.00000 27776.00| | 6" CONCRETE CLASS 47B-3000 MEDIAN | | | SURFACING | | | 0022 3050.15 403.000 CY | 200.00000 80600.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0023 3051.10 39795.000 LB | 0.50000 19897.50| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0024 6000.10 135.000 LS | 10000.00000 10000.00| | ABUTMENT NO.1 EXCAVATION | | | 0025 6000.11 135.000 LS | 10000.00000 10000.00| | ABUTMENT NO.2 EXCAVATION | | | 0026 6001.50 5.000 LS | 30000.00000 30000.00| | BENT NO.1 EXCAVATION | | | 0027 6001.51 175.000 LS | 30000.00000 30000.00| | BENT NO.2 EXCAVATION | | | 0028 6010.22 234.500 CY | 240.00000 56280.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0029 6010.26 707.200 CY | 230.00000 162656.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0030 6040.00 1.000 EACH| 40000.00000 40000.00| | REMOVE STRUCTURE AT STA. 370+13.5 | | | 0031 6080.00 3630.000 LB | 2.00000 7260.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0032 6104.00 582.000 TON | 15.00000 8730.00| | BROKEN CONCRETE RIPRAP | | | 0033 6131.50 152950.000 LB | 0.60000 91770.00| | EPOXY COATED REINFORCING STEEL | | | 0034 6139.50 105.000 SY | 40.00000 4200.00| | SUBSURFACE DRAINAGE MATTING | | | 0035 6210.50 3400.000 LF | 24.00000 81600.00| | PIPE PILING | | | 0036 6310.00 5960.000 SF | 14.00000 83440.00| | STEEL SHEET PILING | | | 0037 6510.55 470.000 LS | 7000.00000 7000.00| | TEMPORARY BRIDGE SHORING | | | 0038 6510.60 110.000 LS | 8000.00000 8000.00| | BRIDGE SHORING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 8 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3663X1 COUNTIES : PLATTE LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 3 PROJECT(S) : NH-81-3(134) ==================================================================================================================================== |(4) 0880 | | |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 7011.20 162.500 LF | 15.00000 2437.50| | W-BEAM GUARDRAIL | | | 0040 7017.00 250.000 LF | 1.90000 475.00| | REMOVE GUARDRAIL | | | 0041 7019.50 2.000 EACH| 12500.00000 25000.00| | IMPACT ATTENUATOR | | | 0042 7019.65 2.000 EACH| 1300.00000 2600.00| | RELOCATE IMPACT ATTENUATOR | | | 0043 7020.00 4.000 EACH| 1100.00000 4400.00| | BRIDGE APPROACH SECTIONS | | | 0044 7024.27 4.000 EACH| 1550.00000 6200.00| | GUARDRAIL END TREATMENT, TYPE II | | | 0045 8091.00 260.000 CY | 24.00000 6240.00| | GRANULAR BACKFILL | | | 0046 9009.87 868.000 SY | 39.00000 33852.00| | SURFACING 8" | | | 0047 9110.01 5.000 HOUR| 50.00000 250.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0048 9110.03 5.000 HOUR| 40.00000 200.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0049 9110.07 5.000 HOUR| 30.00000 150.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0050 9188.50 188.000 SY | 30.00000 5640.00| | SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 1,056,303.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,056,303.80| | ====================================================================================================================================
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