Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F11 CONTRACT ID : 3663X COUNTIES : PLATTE LETTING DATE : 03/14/02 DISTRICT : 3 PROJECT(S) : NH-81-3(134) CONTRACT DESCRIPTION : ON US-81, SOUTH OF COLUMBUS. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0774 DIXON CONSTRUCTION CO. $ 965,545.50 100.0000% NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 3663X COUNTIES : PLATTE LETTING DATE : 03/14/02 1:30 PM DISTRICT : 3 PROJECT(S) : NH-81-3(134) ==================================================================================================================================== |(1) 0774 | | |DIXON CONSTRUCTION CO. | | 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 | 1.65000 3828.00| | EROSION CONTROL | | | 0002 L022.11 490.000 LF | 2.59000 1269.10| | FABRIC SILT FENCE-LOW POROSITY | | | 0003 0001.08 14975.000 BDAY| 0.50000 7487.50| | BARRICADE, TYPE II | | | 0004 0001.10 1212.000 BDAY| 0.95000 1151.40| | BARRICADE, TYPE III | | | 0005 0001.30 404.000 LDAY| 0.90000 363.60| | TYPE B HIGH INTENSITY WARNING LIGHT | | | 0006 0001.90 7700.000 EACH| 0.30000 2310.00| | SIGN DAY | | | 0007 0002.30 4000.000 LF | 0.35000 1400.00| | PAVEMENT MARKING REMOVAL | | | 0008 0002.39 24000.000 LF | 0.78000 18720.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0009 0002.85 14.000 EACH| 25.00000 350.00| | TUBULAR POST | | | 0010 0002.97 404.000 DAY | 20.00000 8080.00| | FLASHING ARROW PANEL | | | 0011 0003.10 20.000 DAY | 200.00000 4000.00| | FLAGGING | | | 0012 0003.51 370.000 LF | 15.00000 5550.00| | INSTALL CONCRETE PROTECTION BARRIER | | | 0013 0003.56 370.000 LF | 7.00000 2590.00| | RELOCATE CONCRETE PROTECTION BARRIER | | | 0014 0003.64 5.000 EACH| 1.00000 5.00| | REPLACEMENT MODULE | | | 0015 0030.60 LUMP| 70000.00000 70000.00| | MOBILIZATION | | | 0016 1009.00 LUMP| 1000.00000 1000.00| | GENERAL CLEARING AND GRUBBING | | | 0017 1033.00 4.800 STA | 500.00000 2400.00| | ROADWAY GRADING | | | 0018 1101.00 1337.000 SY | 4.00000 5348.00| | REMOVE PAVEMENT | | | 0019 1109.00 920.000 LF | 3.00000 2760.00| | REMOVE CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 3663X COUNTIES : PLATTE LETTING DATE : 03/14/02 1:30 PM DISTRICT : 3 PROJECT(S) : NH-81-3(134) ==================================================================================================================================== |(1) 0774 | | |DIXON CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1122.01 1187.000 SY | 3.00000 3561.00| | REMOVE CONCRETE MEDIAN SURFACING | | | 0021 3011.25 920.000 LF | 8.41000 7737.20| | CONCRETE CLASS 47B-3500 CURB TYPE II | | | 0022 3017.43 868.000 SY | 32.40000 28123.20| | 6" CONCRETE CLASS 47B-3000 MEDIAN | | | SURFACING | | | 0023 3050.15 403.000 CY | 190.00000 76570.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0024 3051.10 39795.000 LB | 0.60000 23877.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0025 6000.10 135.000 LS | 10000.00000 10000.00| | ABUTMENT NO.1 EXCAVATION | | | 0026 6000.11 135.000 LS | 10000.00000 10000.00| | ABUTMENT NO.2 EXCAVATION | | | 0027 6001.50 5.000 LS | 15000.00000 15000.00| | BENT NO.1 EXCAVATION | | | 0028 6001.51 175.000 LS | 15000.00000 15000.00| | BENT NO.2 EXCAVATION | | | 0029 6010.22 234.500 CY | 270.00000 63315.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0030 6010.26 707.200 CY | 240.00000 169728.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0031 6040.00 1.000 EACH| 50000.00000 50000.00| | REMOVE STRUCTURE AT STA. 370+13.5 | | | 0032 6080.00 3630.000 LB | 2.50000 9075.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0033 6104.00 582.000 TON | 12.00000 6984.00| | BROKEN CONCRETE RIPRAP | | | 0034 6131.50 152950.000 LB | 0.55000 84122.50| | EPOXY COATED REINFORCING STEEL | | | 0035 6139.50 105.000 SY | 20.00000 2100.00| | SUBSURFACE DRAINAGE MATTING | | | 0036 6210.50 3400.000 LF | 20.00000 68000.00| | PIPE PILING | | | 0037 6310.00 5960.000 SF | 10.00000 59600.00| | STEEL SHEET PILING | | | 0038 6510.55 470.000 LS | 15000.00000 15000.00| | TEMPORARY BRIDGE SHORING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 3663X COUNTIES : PLATTE LETTING DATE : 03/14/02 1:30 PM DISTRICT : 3 PROJECT(S) : NH-81-3(134) ==================================================================================================================================== |(1) 0774 | | |DIXON CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 6510.60 110.000 LS | 10000.00000 10000.00| | BRIDGE SHORING | | | 0040 7011.20 162.500 LF | 12.00000 1950.00| | W-BEAM GUARDRAIL | | | 0041 7017.00 250.000 LF | 4.00000 1000.00| | REMOVE GUARDRAIL | | | 0042 7019.50 2.000 EACH| 14600.00000 29200.00| | IMPACT ATTENUATOR | | | 0043 7019.65 2.000 EACH| 3000.00000 6000.00| | RELOCATE IMPACT ATTENUATOR | | | 0044 7020.00 4.000 EACH| 1000.00000 4000.00| | BRIDGE APPROACH SECTIONS | | | 0045 7024.27 4.000 EACH| 1500.00000 6000.00| | GUARDRAIL END TREATMENT, TYPE II | | | 0046 8091.00 260.000 CY | 30.00000 7800.00| | GRANULAR BACKFILL | | | 0047 9009.87 868.000 SY | 40.00000 34720.00| | SURFACING 8" | | | 0048 9110.01 5.000 HOUR| 80.00000 400.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0049 9110.03 5.000 HOUR| 70.00000 350.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0050 9110.07 5.000 HOUR| 40.00000 200.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0051 9188.50 188.000 SY | 40.00000 7520.00| | SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 965,545.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 965,545.50| | ====================================================================================================================================