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Iteai Unk <br />Contract <br />Quantity <br />Unit <br />Price <br />QtMntky <br />ToDnIn Tn Date <br />SP-6 Construct inlet control structure <br />Design 4-2. 4’ dia. <br />SP-8 Connect to exist, storm manhole <br />SP-9 Cl o e xisting storm sewer <br />2511.S01 Random rip rap, CL III - DELETED <br />Total B-Storm Sewer-S/VP 152-107-01 <br />EA <br />EA <br />EA <br />CY <br />1 <br />2 <br />1 <br />28 <br />1.150.00 <br />300.00 <br />300.00 <br />0.00 <br />I <br />6 <br />3 <br />1.150.00 <br />1.800.00 <br />900.00 <br />$82,732.50 <br />Watertown Road Culvert <br />Part C - SAP 152-103 01 <br />2101.501 Clearing <br />2101.506 Grubbing <br />2104.501 Remove pipe culvert <br />2104.505 Remove bituminous pavement <br />2104.50** Remove guard posts <br />0105 Geotcxtilc fabric, T\pe 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 A*" »itc base. C1.5, 100% crushed <br />qt rock <br />2221.501 Aggicgate 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. Q U (P) <br />2451.511 Coarse filter aggregate (CV) <br />2501.511 12" CM pipe culvert <br />2501.511 48" RC pipe culvert.CL4,Des. 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 Trash guard (or 48" RC pipe apron <br />AC 0.3 2.000.00 <br />AC 0.3 2.000.00 <br />LF 64 20.00 <br />SY UOO 1.25 <br />EA 40 10.00 <br />SY 2.600 1.00 <br />CY 1.450 3.50 <br />CY 600 10.00 <br />CY 1.000 6.00 <br />CY 300 6.00 <br />TN 1.500 8.50 <br />TN 130 10.00 <br />TN 18 125.00 <br />TN 135 17.50 <br />TN 180 16.00 <br />SY 30 10.00 <br />GL 100 1.00 <br />CY 750 4.00 <br />CY 120 14.00 <br />LF 50 24.00 <br />LF 124 140.00 <br />liA 2 70.00 <br />FL\1 400.00 <br />EA 1 1.270.00 <br />EA I 950.00 <br />0.2 <br />0.2 <br />400.00 <br />400.00 <br />700 4.200.00 <br />RP-3