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FEB 03, 2016 02:33 PM CABARRUS 10:00 AM 1/ 10 001 <br />43370 FEB 03 2016 DJ00169 <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 />COUNTRY BOY LANDSCAPING INC BLYTHE CONSTRUCTION, INC. <br />0.538 MI <br />GRANITE CONTRACTING LLC <br />HARMONY, NC CHARLOTTE, NC CORNELIUS, NC <br />ROADWAY ITEMS <br />0001 <br />0000100000 -N <br />800 <br />MOBILIZATION <br />Lump Sum <br />71500.00 <br />75000.00 <br />78500.00 <br />0002 <br />0000400000 -N <br />801 <br />CONSTRUCTION SURVEYING <br />Lump Sum <br />13750.00 <br />15000.00 <br />17500.00 <br />0003 <br />0008000000 -E <br />200 <br />SUPP CLEARING & GRUBBING <br />1 <br />ACR <br />0.01 <br />0.01 <br />1000.00 <br />1000.00 <br />11100.00 <br />11100.00 <br />0004 <br />0030000000 -N <br />SP <br />BRG APP SUB REG TIER ** <br />Lump Sum <br />5500.00 <br />4000.00 <br />7400.00 <br />(STATION 24 +64 -L -) <br />0005 <br />0030000000 -N <br />SP <br />BRG APP SUB REG TIER ** <br />Lump Sum <br />5500.00 <br />40000.00 <br />7400.00 <br />(STATION 25 +46 -L -) <br />0006 <br />0043000000 -N <br />226 <br />GRADING <br />Lump Sum <br />264000.00 <br />140000.00 <br />119000.00 <br />0007 <br />0057000000 -E <br />226 <br />UNDERCUT EXCAVATION <br />200 <br />CY <br />14.00 <br />2800.00 <br />20.00 <br />4000.00 <br />36.00 <br />7200.00 <br />0008 <br />0106000000 -E <br />230 <br />BORROW EXCAVATION <br />11,100 <br />CY <br />11.00 <br />122100.00 <br />12.00 <br />133200.00 <br />17.50 <br />194250.00 <br />0009 <br />0196000000 -E <br />270 <br />GEOTEXTILE SOIL STABILIZATION <br />100 <br />SY <br />2.25 <br />225.00 <br />3.50 <br />350.00 <br />5.15 <br />515.00 <br />0010 <br />0318000000 -E <br />300 <br />FND CONDIT MATL MINOR STIRS <br />45 <br />TON <br />35.00 <br />1575.00 <br />45.00 <br />2025.00 <br />44.40 <br />1998.00 <br />0011 <br />0320000000 -E <br />300 <br />FND CONDIT GEOTEXTILE <br />130 <br />SY <br />4.50 <br />585.00 <br />3.50 <br />455.00 <br />4.60 <br />598.00 <br />0012 <br />0366000000 -E <br />310 <br />15" RC PIPE CULV III <br />40 <br />LF <br />40.00 <br />1600.00 <br />55.00 <br />2200.00 <br />50.40 <br />2016.00 <br />0013 <br />0372000000 -E <br />310 <br />18" RC PIPE CULV III <br />128 <br />LF <br />44.00 <br />5632.00 <br />55.00 <br />7040.00 <br />55.20 <br />7065.60 <br />0014 <br />0448300000 -E <br />310 <br />18" RCP CULV CLASS IV <br />192 <br />LF <br />44.00 <br />8448.00 <br />55.00 <br />10560.00 <br />57.00 <br />10944.00 <br />0015 <br />0448500000 -E <br />310 <br />30" RCP CULV CLASS IV <br />16 <br />LF <br />90.00 <br />1440.00 <br />80.00 <br />1280.00 <br />83.20 <br />1331.20 <br />0016 <br />1220000000 -E <br />545 <br />INCIDENTAL STONE BASE <br />200 <br />TON <br />30.00 <br />6000.00 <br />30.00 <br />6000.00 <br />37.30 <br />7460.00 <br />0017 <br />1330000000 -E <br />607 <br />INCIDENTAL MILLING <br />250 <br />SY <br />10.00 <br />2500.00 <br />20.00 <br />5000.00 <br />29.45 <br />7362.50 <br />0018 <br />1489000000 -E <br />610 <br />ASP CONC BASE CRS 1325.06 <br />2,060 <br />TON <br />50.55 <br />104133.00 <br />64.00 <br />131840.00 <br />62.00 <br />127720.00 <br />0019 <br />1498000000 -E <br />610 <br />ASP CONC INTR CRS 119.06 <br />1,245 <br />TON <br />47.00 <br />58515.00 <br />64.00 <br />79680.00 <br />59.00 <br />73455.00 <br />0020 <br />1519000000 -E <br />610 <br />ASP CONC SURF CRS S9.513 <br />1,300 <br />TON <br />46.00 <br />59800.00 <br />64.00 <br />83200.00 <br />55.00 <br />71500.00 <br />0021 <br />1575000000 -E <br />620 <br />ASP FOR PLANT MIX <br />228 <br />TON <br />495.00 <br />112860.00 <br />430.00 <br />98040.00 <br />485.00 <br />110580.00 <br />0022 <br />1704000000 -E <br />SP <br />PATCHING EXIST PAVEMENT <br />10 <br />TON <br />175.00 <br />1750.00 <br />300.00 <br />3000.00 <br />250.00 <br />2500.00 <br />0023 <br />2000000000 -N <br />806 <br />RIGHT OF WAY MARKERS <br />14 <br />EA <br />200.00 <br />2800.00 <br />250.00 <br />3500.00 <br />275.00 <br />3850.00 <br />0024 <br />2253000000 -E <br />840 <br />PIPE COLLARS <br />1 <br />CY <br />2000.00 <br />2000.00 <br />1500.00 <br />1500.00 <br />1900.00 <br />1900.00 <br />0025 <br />2286000000 -N <br />840 <br />MASNRY DRAINAGE STRUCT <br />8 <br />EA <br />1500.00 <br />12000.00 <br />1700.00 <br />13600.00 <br />1415.00 <br />11320.00 <br />0026 <br />2308000000 -E <br />840 <br />MASNRY DRAINAGE STRUCT <br />1.2 <br />LF <br />350.00 <br />420.00 <br />330.00 <br />396.00 <br />150.00 <br />180.00 <br />0027 <br />2374000000 -N <br />840 <br />FRAME - GRT -HD 840.03 ** <br />3 <br />EA <br />1000.00 <br />3000.00 <br />750.00 <br />2250.00 <br />800.00 <br />2400.00 <br />(TYPE E) <br />0028 <br />2374000000 -N <br />840 <br />FRAME - GRT -HD 840.03 ** <br />2 <br />EA <br />1000.00 <br />2000.00 <br />750.00 <br />1500.00 <br />800.00 <br />1600.00 <br />(TYPE F) <br />0029 <br />2374000000 -N <br />840 <br />FRAME - GRT -HD 840.03 ** <br />3 <br />EA <br />1000.00 <br />3000.00 <br />750.00 <br />2250.00 <br />800.00 <br />2400.00 <br />(TYPE G) <br />0030 <br />2396000000 -N <br />840 <br />FRAME W /COVER STD 840.54 <br />2 <br />EA <br />800.00 <br />1600.00 <br />750.00 <br />1500.00 <br />600.00 <br />1200.00 <br />0031 <br />2549000000 -E <br />846 <br />2' -6" CONC CURB & GUTTER <br />2,940 <br />LF <br />20.00 <br />58800.00 <br />20.00 <br />58800.00 <br />30.50 <br />89670.00 <br />0032 <br />2591000000 -E <br />848 <br />4" CONCRETE SIDEWALK <br />790 <br />SY <br />30.00 <br />23700.00 <br />30.00 <br />23700.00 <br />44.00 <br />34760.00 <br />0033 <br />2605000000 -N <br />848 <br />CONCRETE CURB RAMP <br />1 <br />EA <br />1600.00 <br />1600.00 <br />1600.00 <br />1600.00 <br />2300.00 <br />2300.00 <br />0034 <br />2612000000 -E <br />848 <br />6" CONCRETE DRIVEWAY <br />30 <br />SY <br />115.00 <br />3450.00 <br />115.00 <br />3450.00 <br />115.00 <br />3450.00 <br />0035 <br />2830000000 -N <br />858 <br />ADJ MANHOLES <br />1 <br />EA <br />2000.00 <br />2000MCachment n660bW 1 \n <br />500.00 <br />1500.00 <br />1500.00 <br />0036 <br />2893000000 -N <br />859 <br />CONVERT CB TO JB W /MH <br />2 <br />EA <br />1500.00 <br />3000.00 <br />1000.00 <br />2000.00 <br />1300.00 <br />2600.00 <br />G -5 <br />Page 135 <br />