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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 10:00 AM 4 / 10 001 <br />43370 FEB 03 2016 DJO0169 <br />TIP NO 0.538 MI <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 />J. T. RUSSELL & SONS, INC. EASTERN STRUCTURES LLC BLYTHE DEVELOPMENT CO. <br />ALBEMARLE, NC MOCKSVILLE, NC CHARLOTTE, NC <br />ROADWAY ITEMS <br />0001 <br />0000100000 -N <br />800 <br />MOBILIZATION <br />Lump Sum <br />77000.00 <br />79000.00 <br />87400.00 <br />0002 <br />0000400000 -N <br />801 <br />CONSTRUCTION SURVEYING <br />Lump Sum <br />30820.00 <br />14000.00 <br />17150.00 <br />0003 <br />0008000000 -E <br />200 <br />SUPP CLEARING & GRUBBING <br />1 <br />ACR <br />6430.00 <br />6430.00 <br />100.00 <br />100.00 <br />4000.00 <br />4000.00 <br />0004 <br />0030000000 -N <br />SP <br />BRG APP SUB REG TIER ** <br />Lump Sum <br />8500.00 <br />3500.00 <br />8750.00 <br />(STATION 24 +64 -L -) <br />0005 <br />0030000000 -N <br />SP <br />BRG APP SUB REG TIER ** <br />Lump Sum <br />8360.00 <br />3500.00 <br />8750.00 <br />(STATION 25 +46 -L -) <br />0006 <br />0043000000 -N <br />226 <br />GRADING <br />Lump Sum <br />145000.00 <br />450000.00 <br />297335.00 <br />0007 <br />0057000000 -E <br />226 <br />UNDERCUT EXCAVATION <br />200 <br />CY <br />37.50 <br />7500.00 <br />20.00 <br />4000.00 <br />35.00 <br />7000.00 <br />0008 <br />0106000000 -E <br />230 <br />BORROW EXCAVATION <br />11,100 <br />CY <br />14.00 <br />155400.00 <br />14.00 <br />155400.00 <br />13.50 <br />149850.00 <br />0009 <br />0196000000 -E <br />270 <br />GEOTEXTILE SOIL STABILIZATION <br />100 <br />SY <br />2.50 <br />250.00 <br />2.00 <br />200.00 <br />3.50 <br />350.00 <br />0010 <br />0318000000 -E <br />300 <br />FND CONDIT MATL MINOR STIRS <br />45 <br />TON <br />45.00 <br />2025.00 <br />20.00 <br />900.00 <br />40.00 <br />1800.00 <br />0011 <br />0320000000 -E <br />300 <br />FND CONDIT GEOTEXTILE <br />130 <br />SY <br />3.00 <br />390.00 <br />2.00 <br />260.00 <br />4.50 <br />585.00 <br />0012 <br />0366000000 -E <br />310 <br />15" RC PIPE CULV III <br />40 <br />LF <br />50.00 <br />2000.00 <br />40.00 <br />1600.00 <br />40.00 <br />1600.00 <br />0013 <br />0372000000 -E <br />310 <br />18" RC PIPE CULV III <br />128 <br />LF <br />50.50 <br />6464.00 <br />45.00 <br />5760.00 <br />46.00 <br />5888.00 <br />0014 <br />0448300000 -E <br />310 <br />18" RCP CULV CLASS IV <br />192 <br />LF <br />53.20 <br />10214.40 <br />45.00 <br />8640.00 <br />48.00 <br />9216.00 <br />0015 <br />0448500000 -E <br />310 <br />30" RCP CULV CLASS IV <br />16 <br />LF <br />116.00 <br />1856.00 <br />60.00 <br />960.00 <br />91.00 <br />1456.00 <br />0016 <br />1220000000 -E <br />545 <br />INCIDENTAL STONE BASE <br />200 <br />TON <br />50.00 <br />10000.00 <br />35.00 <br />7000.00 <br />35.00 <br />7000.00 <br />0017 <br />1330000000 -E <br />607 <br />INCIDENTAL MILLING <br />250 <br />SY <br />10.50 <br />2625.00 <br />10.00 <br />2500.00 <br />10.00 <br />2500.00 <br />0018 <br />1489000000 -E <br />610 <br />ASP CONC BASE CRS 1325.06 <br />2,060 <br />TON <br />58.50 <br />120510.00 <br />58.22 <br />119933.20 <br />50.50 <br />104030.00 <br />0019 <br />1498000000 -E <br />610 <br />ASP CONC INTR CRS 119.06 <br />1,245 <br />TON <br />57.00 <br />70965.00 <br />54.67 <br />68064.15 <br />51.60 <br />64242.00 <br />0020 <br />1519000000 -E <br />610 <br />ASP CONC SURF CRS S9.513 <br />1,300 <br />TON <br />53.50 <br />69550.00 <br />53.67 <br />69771.00 <br />52.20 <br />67860.00 <br />0021 <br />1575000000 -E <br />620 <br />ASP FOR PLANT MIX <br />228 <br />TON <br />566.00 <br />129048.00 <br />500.00 <br />114000.00 <br />450.00 <br />102600.00 <br />0022 <br />1704000000 -E <br />SP <br />PATCHING EXIST PAVEMENT <br />10 <br />TON <br />149.50 <br />1495.00 <br />55.00 <br />550.00 <br />150.00 <br />1500.00 <br />0023 <br />2000000000 -N <br />806 <br />RIGHT OF WAY MARKERS <br />14 <br />EA <br />64.50 <br />903.00 <br />200.00 <br />2800.00 <br />165.00 <br />2310.00 <br />0024 <br />2253000000 -E <br />840 <br />PIPE COLLARS <br />1 <br />CY <br />1555.30 <br />1555.30 <br />2000.00 <br />2000.00 <br />500.00 <br />500.00 <br />0025 <br />2286000000 -N <br />840 <br />MASNRY DRAINAGE STRUCT <br />8 <br />EA <br />2277.40 <br />18219.20 <br />1300.00 <br />10400.00 <br />1600.00 <br />12800.00 <br />0026 <br />2308000000 -E <br />840 <br />MASNRY DRAINAGE STRUCT <br />1.2 <br />LF <br />1646.45 <br />1975.74 <br />500.00 <br />600.00 <br />280.00 <br />336.00 <br />0027 <br />2374000000 -N <br />840 <br />FRAME - GRT -HD 840.03 ** <br />3 <br />EA <br />412.80 <br />1238.40 <br />550.00 <br />1650.00 <br />775.00 <br />2325.00 <br />(TYPE E) <br />0028 <br />2374000000 -N <br />840 <br />FRAME - GRT -HD 840.03 ** <br />2 <br />EA <br />412.80 <br />825.60 <br />550.00 <br />1100.00 <br />795.00 <br />1590.00 <br />(TYPE F) <br />0029 <br />2374000000 -N <br />840 <br />FRAME - GRT -HD 840.03 ** <br />3 <br />EA <br />412.80 <br />1238.40 <br />550.00 <br />1650.00 <br />795.00 <br />2385.00 <br />(TYPE G) <br />0030 <br />2396000000 -N <br />840 <br />FRAME W /COVER STD 840.54 <br />2 <br />EA <br />268.40 <br />536.80 <br />550.00 <br />1100.00 <br />570.00 <br />1140.00 <br />0031 <br />2549000000 -E <br />846 <br />2' -6" CONC CURB & GUTTER <br />2,940 <br />LF <br />17.30 <br />50862.00 <br />15.00 <br />44100.00 <br />17.50 <br />51450.00 <br />0032 <br />2591000000 -E <br />848 <br />4" CONCRETE SIDEWALK <br />790 <br />SY <br />46.00 <br />36340.00 <br />40.00 <br />31600.00 <br />37.50 <br />29625.00 <br />0033 <br />2605000000 -N <br />848 <br />CONCRETE CURB RAMP <br />1 <br />EA <br />2013.00 <br />2013.00 <br />1750.00 <br />1750.00 <br />1050.10 <br />1050.10 <br />0034 <br />2612000000 -E <br />848 <br />6" CONCRETE DRIVEWAY <br />30 <br />SY <br />86.30 <br />2589.00 <br />80.00 <br />2400.00 <br />50.00 <br />1500.00 <br />0035 <br />2830000000 -N <br />858 <br />ADJ MANHOLES <br />1 <br />EA <br />1305.35 <br />1305A3techment n660bW 1 \n <br />500.00 <br />600.00 <br />600.00 <br />0036 <br />2893000000 -N <br />859 <br />CONVERT CB TO JB W /MH <br />2 <br />EA <br />776.70 <br />1553.40 <br />1000.00 <br />2000.00 <br />650.00 <br />1300.00 <br />G -5 <br />Page 138 <br />
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