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AG 2016 02 15
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AG 2016 02 15
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Last modified
2/16/2016 11:22:54 AM
Creation date
11/27/2017 10:32:16 AM
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Meeting Minutes
Doc Type
Agenda
Meeting Minutes - Date
2/15/2016
Board
Board of Commissioners
Meeting Type
Regular
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FEB 03, 2016 02:33 PM CABARRUS <br />43370 <br />TIP NO <br />FED AID NO STATE FUNDED <br />EXTENSION OF RAGING RIDGE RD TO STALLINGS RD <br />RAGING RIDGE ROAD (SR 3048) EXTENSION TO STALLINGS ROAD (SR 1161) <br />10:00 AM 6/ 10 001 <br />FEB 03 2016 DJO0169 <br />0.538 MI <br />J. T. RUSSELL & SONS, INC. EASTERN STRUCTURES LLC BLYTHE DEVELOPMENT CO. <br />ALBEMARLE, NC MOCKSVILLE, NC CHARLOTTE, NC <br />0076 <br />6071030000 -E <br />1640 <br />COIR FIBER BAFFLE <br />0077 <br />6071050000 -E <br />SP <br />* SKIMMER <br />100 LB <br />4.65 <br />3 TON <br />(1.5 ") <br />0078 <br />6084000000 -E <br />1660 <br />SEEDING AND MULCHING <br />0079 <br />6087000000 -E <br />1660 <br />MOWING <br />0080 <br />6090000000 -E <br />1661 <br />SEED FOR REPAIR SEEDING <br />0081 <br />6093000000 -E <br />1661 <br />FERT FOR REPAIR SEEDING <br />0082 <br />6096000000 -E <br />1662 <br />SEED FOR SUPP SEEDING <br />0083 <br />6108000000 -E <br />1665 <br />FERTILIZER TOPDRESSING <br />0084 <br />6114500000 -N <br />1667 <br />SPECIALIZED HAND MOWING <br />0085 <br />6117000000 -N <br />SP <br />RESPONSE FOR EROS CONTROL <br />STRUCTURE ITEMS <br />0086 <br />8112730000 -N <br />450 <br />PDA TESTING <br />0087 <br />8175000000 -E <br />420 <br />CLASS AA CONC (BRIDGE) <br />0088 <br />8182000000 -E <br />420 <br />CLASS A CONCRETE (BRIDGE) <br />0089 <br />8210000000 -N <br />422 <br />BRG APPR SLAB <br />(STATION 25 +11 -L -) <br />0090 <br />8217000000 -E <br />425 <br />REINF STEEL (BRIDGE) <br />0091 <br />8224000000 -E <br />425 <br />EPDXY COAT REINF STL BRDG <br />0092 <br />8364000000 -E <br />450 <br />HP12X53 PILES <br />0093 <br />8391000000 -N <br />450 <br />STEEL PILE POINTS <br />0094 <br />8482000000 -E <br />460 <br />THREE BAR METAL RAIL <br />0095 <br />8505000000 -E <br />460 <br />VERT CONC BARRIER RAIL <br />0096 <br />8608000000 -E <br />876 <br />RIP RAP II (2' -0 ") <br />0097 <br />8657000000 -N <br />430 <br />ELASTOMERIC BEARINGS <br />0098 <br />8763000000 -E <br />430 <br />3' -0" X 2'- 0 "PRESTR SLABS <br />CONTRACT TOTAL <br />ROADWAY ITEMS <br />STRUCTURE ITEMS <br />230 LF 9.20 <br />2 EA 1904.20 <br />6 ACR <br />2085.50 <br />3 ACR <br />122.75 <br />50 LB <br />4.60 <br />0.25 TON <br />1533.50 <br />100 LB <br />4.65 <br />3 TON <br />1226.80 <br />10 MHR <br />122.70 <br />9 EA <br />552.05 <br />1 <br />EA <br />3100.60 <br />16.8 <br />CY <br />805.05 <br />54.6 <br />CY <br />826.85 <br />Lump Sum <br />3680.40 <br />1000.00 <br />6,430 <br />LB <br />1.10 <br />814 <br />LB <br />1.70 <br />440 <br />LF <br />40.30 <br />8 <br />EA <br />222.55 <br />62.5 <br />LF <br />284.35 <br />70 <br />LF <br />117.50 <br />255 <br />TON <br />47.30 <br />Lump Sum <br />1,050 <br />LF <br />161.50 <br />I to] r_11 <br />SUB -TOTAL <br />SUB -TOTAL <br />2116.00 7.50 <br />3808.40 1000.00 <br />12513.00 <br />2000.00 <br />368.25 <br />100.00 <br />230.00 <br />3.75 <br />383.38 <br />1250.00 <br />465.00 <br />3.75 <br />3680.40 <br />1000.00 <br />1227.00 <br />100.00 <br />4968.45 <br />450.00 <br />3100.60 3000.00 <br />13524.84 1050.00 <br />45146.01 700.00 <br />30391.80 <br />7073.00 <br />1.00 <br />1383.80 <br />2.00 <br />17732.00 <br />50.00 <br />1780.40 <br />150.00 <br />17771.88 <br />245.00 <br />8225.00 <br />120.00 <br />12061.50 <br />50.00 <br />3427.25 <br />525.00 <br />169575.00 <br />151.00 <br />1244137.55 SUB -TOTAL <br />331193.08 SUB -TOTAL <br />1725.00 9.00 <br />2000.00 700.00 <br />12000.00 <br />2000.00 <br />300.00 <br />100.00 <br />187.50 <br />4.50 <br />312.50 <br />1500.00 <br />375.00 <br />4.50 <br />3000.00 <br />1175.00 <br />1000.00 <br />100.00 <br />4050.00 <br />525.00 <br />3000.00 4500.00 <br />17640.00 900.00 <br />38220.00 1730.00 <br />23700.00 <br />6430.00 <br />1.10 <br />1628.00 <br />1.30 <br />22000.00 <br />1200.00 <br />15312.50 <br />345.00 <br />8400.00 <br />170.00 <br />12750.00 <br />65.00 <br />3000.00 <br />158550.00 <br />215.00 <br />1390179.85 SUB -TOTAL <br />311830.50 SUB -TOTAL <br />2070.00 <br />1400.00 <br />12000.00 <br />300.00 <br />225.00 <br />375.00 <br />450.00 <br />3525.00 <br />1000.00 <br />4725.00 <br />4500.00 <br />15120.00 <br />94458.00 <br />47950.00 <br />7073.00 <br />1058.20 <br />21562.50 <br />11900.00 <br />16575.00 <br />8280.00 <br />225750.00 <br />1707255.00 <br />Attachment number 1 \n <br />1253028.30 <br />454226.70 <br />G -5 Page 140 <br />
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