Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F18 CONTRACT ID : 4387 COUNTIES : YORK LETTING DATE : 04/18/02 DISTRICT : 4 PROJECT(S) : BRO-7093(18) CONTRACT DESCRIPTION : ON A COUNTY ROAD NORTHWEST OF BENEDICT. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0137 THIS LETTING IS LIMITED TO 1. 0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0462 THIS LETTING IS LIMITED TO TWO. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 372,914.84 100.0000% 2 0137 JUDDS BROS. CONSTRUCTION CO. $ 419,549.40 112.5054% NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 4387 COUNTIES : YORK LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4 PROJECT(S) : BRO-7093(18) ==================================================================================================================================== |(1) 0462 |(2) 0137 | |WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 4 CULVERTS | | | 0001 0030.40 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| MOBILIZATION | | | 0002 4050.01 24.000 CY | 10.00000 240.00| 25.00000 600.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0003 4100.06 0.340 CY | 550.00000 187.00| 730.00000 248.20| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0004 4150.00 40.000 LB | 3.00000 120.00| 1.50000 60.00| REINFORCING STEEL FOR HEADWALL | | | 0005 4350.24 74.000 LF | 26.00000 1924.00| 34.00000 2516.00| 24" CORRUGATED METAL PIPE | | | 0006 4360.24 1.000 EACH| 240.00000 240.00| 270.00000 270.00| 24" METAL FLARED-END SECTION | | | SECTION TOTALS | $ 3,711.00| $ 6,194.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4A CULVERT AT STA. 20+25 TWIN 10'X12'X46' CONCRETE BOX CULVERT | | | 0007 0030.40 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| MOBILIZATION | | | 0008 4051.01 99.000 CY | 6.00000 594.00| 12.00000 1188.00| EXCAVATION FOR BOX CULVERTS | | | 0009 4101.06 146.320 CY | 252.00000 36872.64| 250.00000 36580.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0010 4151.00 15238.000 LB | 0.60000 9142.80| 0.60000 9142.80| REINFORCING STEEL FOR BOX CULVERT | | | 0011 6040.00 1.000 EACH| 5000.00000 5000.00| 6000.00000 6000.00| REMOVE STRUCTURE AT STA. 20+25 | | | SECTION TOTALS | $ 54,109.44| $ 57,910.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 10+00 2-38' & 1-38.5' SPANS PRESTRESSED CONC DOUBLE TEE BEAM BRDG | | | 0012 0030.60 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| MOBILIZATION | | | 0013 1010.01 170.000 CY | 10.00000 1700.00| 20.00000 3400.00| EXCAVATION (ESTABLISHED QUANTITY) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 4387 COUNTIES : YORK LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4 PROJECT(S) : BRO-7093(18) ==================================================================================================================================== |(1) 0462 |(2) 0137 | |WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 6000.10 65.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| ABUTMENT NO.1 EXCAVATION | | | 0015 6000.11 65.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| ABUTMENT NO.2 EXCAVATION | | | 0016 6001.00 60.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| BENT NO.1 EXCAVATION | | | 0017 6001.01 60.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| BENT NO.2 EXCAVATION | | | 0018 6010.22 339.000 CY | 290.00000 98310.00| 365.00000 123735.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0019 6010.26 92.000 CY | 350.00000 32200.00| 760.00000 69920.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0020 6011.11 70.000 LS | 66000.00000 66000.00| 65000.00000 65000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 10+00 | | | 0021 6020.00 28000.000 LB | 0.60000 16800.00| 0.40000 11200.00| REINFORCING STEEL FOR BRIDGE | | | 0022 6040.00 1.000 EACH| 7500.00000 7500.00| 5000.00000 5000.00| REMOVE STRUCTURE AT STA. 10+00 | | | 0023 6080.00 1550.000 LB | 4.00000 6200.00| 2.00000 3100.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0024 6081.00 480.000 LB | 4.00000 1920.00| 4.00000 1920.00| STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0025 6104.00 63.000 TON | 30.00000 1890.00| 35.00000 2205.00| BROKEN CONCRETE RIPRAP | | | 0026 6200.00 1380.000 LF | 30.00000 41400.00| 23.00000 31740.00| CONCRETE PILING | | | SECTION TOTALS | $ 302,920.00| $ 341,220.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0027 0030.70 LUMP| 200.00000 200.00| 750.00000 750.00| MOBILIZATION | | | 0028 7020.00 4.000 EACH| 1010.00000 4040.00| 1010.00000 4040.00| BRIDGE APPROACH SECTIONS | | | 0029 7021.45 4.000 EACH| 836.00000 3344.00| 836.00000 3344.00| BREAKAWAY CABLE TERMINAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : F18 CONTRACT ID : 4387 COUNTIES : YORK LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4 PROJECT(S) : BRO-7093(18) ==================================================================================================================================== |(1) 0462 |(2) 0137 | |WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 7,584.00| $ 8,134.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0030 0001.10 1584.000 BDAY| 1.25000 1980.00| 1.25000 1980.00| BARRICADE, TYPE III | | | 0031 0001.30 264.000 LDAY| 0.60000 158.40| 0.60000 158.40| TYPE B HIGH INTENSITY WARNING LIGHT | | | 0032 0001.90 2640.000 EACH| 0.55000 1452.00| 0.55000 1452.00| SIGN DAY | | | 0033 0010.04 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| FIELD OFFICE | | | 0034 0030.00 LUMP| 500.00000 500.00| 500.00000 500.00| MOBILIZATION | | | SECTION TOTALS | $ 4,590.40| $ 6,090.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 372,914.84| $ 419,549.40| ====================================================================================================================================