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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 />TRIANGLE GRADING & PAVING INC <br />BURLINGTON, NC <br />10:00 AM 7/ 10 001 <br />FEB 03 2016 DJ00169 <br />0.538 MI <br />Page 141 <br />ROADWAY ITEMS <br />0001 <br />0000100000 -N <br />800 <br />MOBILIZATION <br />Lump Sum <br />92500.00 <br />0002 <br />0000400000 -N <br />801 <br />CONSTRUCTION SURVEYING <br />Lump Sum <br />37000.00 <br />0003 <br />0008000000 -E <br />200 <br />SUPP CLEARING & GRUBBING <br />1 ACR <br />10000.00 <br />10000.00 <br />0004 <br />0030000000 -N <br />SP <br />BRG APP SUB REG TIER ** <br />Lump Sum <br />5000.00 <br />(STATION 24 +64 -L -) <br />0005 <br />0030000000 -N <br />SP <br />BRG APP SUB REG TIER ** <br />Lump Sum <br />5000.00 <br />(STATION 25 +46 -L -) <br />0006 <br />0043000000 -N <br />226 <br />GRADING <br />Lump Sum <br />383000.00 <br />0007 <br />0057000000 -E <br />226 <br />UNDERCUT EXCAVATION <br />200 CY <br />48.00 <br />9600.00 <br />0008 <br />0106000000 -E <br />230 <br />BORROW EXCAVATION <br />11,100 CY <br />25.00 <br />277500.00 <br />0009 <br />0196000000 -E <br />270 <br />GEOTEXTILE SOIL STABILIZATION <br />100 SY <br />9.20 <br />920.00 <br />0010 <br />0318000000 -E <br />300 <br />FND CONDIT MATL MINOR STIRS <br />45 TON <br />82.00 <br />3690.00 <br />0011 <br />0320000000 -E <br />300 <br />FND CONDIT GEOTEXTILE <br />130 SY <br />5.00 <br />650.00 <br />0012 <br />0366000000 -E <br />310 <br />15" RC PIPE CULV III <br />40 LF <br />58.00 <br />2320.00 <br />0013 <br />0372000000 -E <br />310 <br />18" RC PIPE CULV III <br />128 LF <br />64.00 <br />8192.00 <br />0014 <br />0448300000 -E <br />310 <br />18" RCP CULV CLASS IV <br />192 LF <br />68.00 <br />13056.00 <br />0015 <br />0448500000 -E <br />310 <br />30" RCP CULV CLASS IV <br />16 LF <br />115.00 <br />1840.00 <br />0016 <br />1220000000 -E <br />545 <br />INCIDENTAL STONE BASE <br />200 TON <br />55.00 <br />11000.00 <br />0017 <br />1330000000 -E <br />607 <br />INCIDENTAL MILLING <br />250 SY <br />25.00 <br />6250.00 <br />0018 <br />1489000000 -E <br />610 <br />ASP CONC BASE CRS 1325.06 <br />2,060 TON <br />50.55 <br />104133.00 <br />0019 <br />1498000000 -E <br />610 <br />ASP CONC INTR CRS 119.06 <br />1,245 TON <br />47.00 <br />58515.00 <br />0020 <br />1519000000 -E <br />610 <br />ASP CONC SURF CRS S9.513 <br />1,300 TON <br />46.00 <br />59800.00 <br />0021 <br />1575000000 -E <br />620 <br />ASP FOR PLANT MIX <br />228 TON <br />495.00 <br />112860.00 <br />0022 <br />1704000000 -E <br />SP <br />PATCHING EXIST PAVEMENT <br />10 TON <br />355.00 <br />3550.00 <br />0023 <br />2000000000 -N <br />806 <br />RIGHT OF WAY MARKERS <br />14 EA <br />250.00 <br />3500.00 <br />0024 <br />2253000000 -E <br />840 <br />PIPE COLLARS <br />1 CY <br />920.00 <br />920.00 <br />0025 <br />2286000000 -N <br />840 <br />MASNRY DRAINAGE STRUCT <br />8 EA <br />1800.00 <br />14400.00 <br />0026 <br />2308000000 -E <br />840 <br />MASNRY DRAINAGE STRUCT <br />1.2 LF <br />320.00 <br />384.00 <br />0027 <br />2374000000 -N <br />840 <br />FRAME - GRT -HD 840.03 ** <br />3 EA <br />875.00 <br />2625.00 <br />(TYPE E) <br />0028 <br />2374000000 -N <br />840 <br />FRAME - GRT -HD 840.03 ** <br />2 EA <br />910.00 <br />1820.00 <br />(TYPE F) <br />0029 <br />2374000000 -N <br />840 <br />FRAME - GRT -HD 840.03 ** <br />3 EA <br />910.00 <br />2730.00 <br />(TYPE G) <br />0030 <br />2396000000 -N <br />840 <br />FRAME W /COVER STD 840.54 <br />2 EA <br />720.00 <br />1440.00 <br />0031 <br />2549000000 -E <br />846 <br />2' -6" CONC CURB & GUTTER <br />2,940 LF <br />18.00 <br />52920.00 <br />0032 <br />2591000000 -E <br />848 <br />4" CONCRETE SIDEWALK <br />790 SY <br />32.00 <br />25280.00 <br />0033 <br />2605000000 -N <br />848 <br />CONCRETE CURB RAMP <br />1 EA <br />1600.00 <br />1600.00 <br />0034 <br />2612000000 -E <br />848 <br />6" CONCRETE DRIVEWAY <br />30 SY <br />65.00 <br />1950.00 <br />0035 <br />2830000000 -N <br />858 <br />ADJ MANHOLES <br />1 EA <br />890.00 <br />8900 tBchment number 1 \n <br />0036 <br />2893000000 -N <br />859 <br />CONVERT CB TO JB W /MH <br />2 EA <br />2270.00 <br />4540.00 <br />G -5 <br />Page 141 <br />