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lUtm Uaii <br />CoBtnict <br />QMsUty <br />Unit <br />Price <br />0«Aiility <br />To Date <br />Aatoost <br />To Date <br />Design 4-2.4' dia. <br />SP-8 Connect to exist, stonn manb' le <br />SP*9 Cut into existing stonn sewer <br />2511.501 Random rip rap. CL III - DELETBD <br />Total D-Storm Sewier-SAP 152-107-01 <br />EA <br />EA <br />EA <br />C\' <br />1 <br />2 <br />1 <br />28 <br />1.150.00 <br />300.00 <br />300.00 <br />0.00 <br />1 <br />13 <br />6 <br />l.ISO.Of* <br />3.900.0( <br />1,800.01 <br />$86.032J( <br />Watertown Road Cuhert <br />Part C-SAP 152-103-01 <br />2101.501 Clearing <br />210U06 Grubbing <br />2104.501 Remove pipe cuKcrt <br />2104J05 Remove bituminous pavement <br />2104.509 Remove guard posts <br />0105.609 Geotcxtilc tabric. Type V <br />2105.501 Common excavation (P) <br />2105.521 Granular borrow (CV) <br />2105.523 Common borrow (CV) <br />2105.535 Salvaged topsoil (CV) <br />2211.501 Aggregate base. CL5,100% crushed <br />quarry rock <br />2221.501 Aggregate shouldering. Class 5 <br />100% crushed quarry rock <br />2331.504 AC-1 bit. material for mixture <br />2331.508 Type 41 wearing course mixture <br />2331.514 Type 31 base course mixture <br />SP-1 Driveway restoration <br />2357.502 Bituminous material for tack coat <br />2451.501 Structure excavation. Cl U (P) <br />2451.511 Coarse filter aggregate (CV) <br />2501.511 12" CM pipe culvert <br />2501.511 48" RC pipe culvert.C1.4,17cs. 3006 <br />2501.515 12' CM pipe apron <br />2501.515 12" RC pipe apron <br />2501.515 48" RC pipe apron <br />0501.602 Tra.sh guard for 48" RC pipe apron <br />AC 0.3 2.000.00 0.3 600.00 <br />AC 0.3 2.000.00 OJ 600.00 <br />LF 64 20.00 64 1.280.0C <br />SY uoo 1.25 1.200 1.500.00 <br />Ej\40 10.00 40 400.00 <br />SY 2.600 1.00 2.400 2.400.00 <br />CY 1.450 3.50 1.450 5,075.00 <br />CY 600 10.00 90 900.00 <br />CY 1.000 6.00 700 4.200.00 <br />CY 300 6.00 <br />TN 1.500 8.50 1.250 10.625.00 <br />TN 130 10.00 75 750.00 <br />TN 18 125.00 23 2.925.00 <br />TN 135 17.50 132 2.310.00 <br />TN 180 16.00 276.82 4.429.12 <br />SY 30 10.00 22 220.00 <br />GL 100 1.00 <br />CY 750 4.00 750 3.000.00 <br />CY 120 14.00 90 1.260.01 <br />LF 50 24.00 160 3.840.00 <br />IP 124 140.00 112 15.680.0C <br />1L\■)70.00 7 490.00 <br />lA 1 400.00 1 400.00 <br />EA 1 1.270.00 1 1.270.0C <br />lA 1 950.00 1 950.00 <br />RP-3