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Last Updated:
04/18/2003
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April 17, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : 2 VENDOR RANKING CALL ORDER : F01 CONTRACT ID : 1775 COUNTIES : GAGE LETTING DATE : 04/17/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7034(17) ON A COUNTY ROAD SOUTHEAST OF WYMORE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0137 THIS LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1742 HERBST CONSTRUCTION, INC. $ 302,579.75 100.0000% 2 0137 JUDDS BROS. CONSTRUCTION CO. $ 323,125.85 106.7903% NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : F01 -3 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1775 COUNTIES : GAGE LETTING DATE : 04/17/03 1:30 P.M. DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0137 |( ) |HERBST CONSTRUCTION, INC. |JUDDS BROS. 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 36+93 80'-0" SIMPLE SPAN PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0001 0001.10 1320.000 BDAY| 1.60000 2112.00| 2.00000 2640.00| BARRICADE, TYPE III | | | 0002 0001.90 1320.000 EACH| 0.50000 660.00| 0.50000 660.00| SIGN DAY | | | 0003 0001.99 660.000 EACH| 1.60000 1056.00| 1.00000 660.00| CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 30000.00000 30000.00| 22500.00000 22500.00| MOBILIZATION | | | 0005 1000.00 1.000 EACH| 300.00000 300.00| 300.00000 300.00| LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 10571.000 CY | 1.75000 18499.25| 1.60000 16913.60| EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 13.000 MGAL| 8.00000 104.00| 8.00000 104.00| WATER | | | 0009 1300.18 28.000 LF | 11.00000 308.00| 11.00000 308.00| 18" DRIVEWAY CULVERT PIPE | | | 0010 4043.00 51.000 LF | 7.00000 357.00| 7.00000 357.00| REMOVE CULVERT PIPE | | | 0011 4050.01 243.000 CY | 5.00000 1215.00| 5.00000 1215.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0012 4300.24 178.000 LF | 16.00000 2848.00| 16.00000 2848.00| 24" CULVERT PIPE | | | 0013 4300.30 68.000 LF | 23.00000 1564.00| 23.00000 1564.00| 30" CULVERT PIPE | | | 0014 4310.24 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 24" FLARED-END SECTION | | | 0015 4310.30 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 30" FLARED-END SECTION | | | 0016 6000.10 5.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| ABUTMENT NO.1 EXCAVATION | | | 0017 6000.11 5.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| ABUTMENT NO.2 EXCAVATION | | | 0018 6005.78 4.000 EACH| 900.00000 3600.00| 1050.00000 4200.00| EXPANSION BEARING, TFE TYPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : F01 -4 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1775 COUNTIES : GAGE LETTING DATE : 04/17/03 1:30 P.M. DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0137 |( ) |HERBST CONSTRUCTION, INC. |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6005.83 4.000 EACH| 900.00000 3600.00| 875.00000 3500.00| FIXED BEARING | | | 0020 6010.22 96.200 CY | 425.00000 40885.00| 470.00000 45214.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0021 6010.26 85.500 CY | 400.00000 34200.00| 900.00000 76950.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0022 6011.11 43.800 LS | 54000.00000 54000.00| 41000.00000 41000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE 36+93 | | | 0023 6020.00 22275.000 LB | 0.50000 11137.50| 0.75000 16706.25| REINFORCING STEEL FOR BRIDGE | | | 0024 6040.00 1.000 EACH| 15000.00000 15000.00| 7000.00000 7000.00| REMOVE STRUCTURE AT STA. 37+01 | | | 0025 6080.00 2240.000 LB | 3.50000 7840.00| 2.00000 4480.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0026 6095.00 3.000 EACH| 450.00000 1350.00| 700.00000 2100.00| STEEL DIAPHRAGM | | | 0027 6105.02 493.000 TON | 29.00000 14297.00| 29.00000 14297.00| ROCK RIPRAP, TYPE B | | | 0028 6210.14 455.000 LF | 21.00000 9555.00| 25.00000 11375.00| HP 12"X53# STEEL PILING | | | 0029 6310.00 1716.000 SF | 12.00000 20592.00| 11.50000 19734.00| STEEL SHEET PILING | | | 0030 7020.00 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1350.00000 5400.00| 1300.00000 5200.00| MELT | | | 0032 L006.00 3.000 ACRE| 500.00000 1500.00| 300.00000 900.00| COVER CROP SEEDING | | | SECTION TOTALS | $ 302,579.75| $ 323,125.85| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 302,579.75| $ 323,125.85| $ ====================================================================================================================================
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