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Now Item iiiit <br />ConlnKt <br />Qumitity Pncr Tn l)»tr <br />\MVHfflt <br />To Diilf <br />SP-5 ('mistnic* inki control stnjciurc <br />IVsien 4-2. 4’ (Ji.i. <br />SP-S Connect to extst. stonn manhole <br />SP-9 Cut into existing storm sewer <br />2511.501 Random np rap. CL 111 - DIH.irTED <br />Total H-Storm Sewer-SAP I52-I07-0I <br />EA <br />EA <br />EA <br />CY <br />1 <br />2 <br />1 <br />28 <br />1.150.00 <br />.*00.00 <br />800.00 <br />0.00 <br />l.l-'OOO <br />Witl.oo <br />;noo<i <br />8M.8fi5.00 <br />Watertown Road (*ulvcrt <br />P.irt C- • .SAP 152-lO.VOI <br />2101.501 Clearing <br />2101.. 506 (inibhing <br />2104.501 Remove pipe culvert <br />2'04.505 Remove bituminous pavement <br />2104.. 509 Remove guard posts <br />0l05.b09 Cicotextile f.ibrie. Type V <br />2105.. 501 Common exeavation (P) <br />2105.521 (iraiiular borrow (( V') <br />2105.52.8 C'<mimon borrow (CV) <br />2105.5.15 Salvaged topsoil (CV) <br />2211.. 501 Aggregate b.Tsc. C1.5. 100^7 eruslied <br />quarry rock <br />2221.. 501 Aggregate shouldering. Cl.xss 5 <br />100'‘J crushed quarry rock <br />2111.504 AC-1 bit. material for mixture <br />2.111.508 Type 41 wearing course mixture <br />2111.514 Pyjic II b.xse course mixture <br />SP-1 Hrivew.av restoration <br />2157.502 llituminous material for i.ick coat <br />2451.501 Structure exc.avaiioii. C'l U (P) <br />2451 511 Coarse filler .aggregate (CV') <br />2501.511 12" CM pipe culvert <br />1501.511 48" RC pipe culvcrl.a.4.IXs. 1006 <br />2501.515 12" CM pipe .apron <br />1501.515 12" RC pipe apron <br />1501.515 48" RC’pipe apron <br />0501.M12 I r.ish guard for 48“ RC' pipe apron <br />AC <br />AC <br />LI* <br />SY <br />l-A <br />SY <br />CY <br />CY <br />CY <br />C'Y <br />TN <br />TN <br />TN <br />TN <br />SY <br />GT <br />CY <br />CY <br />LI* <br />LF <br />EA <br />Ea\ <br />I: A <br />EA <br />RP-.1 <br />OJ <br />0..1 <br />64 <br />IJOO <br />40 <br />2.60) <br />1.450 <br />600 <br />1.000 <br />100 <br />U500 <br />1.10 <br />18 <br />135 <br />180 <br />10 <br />100 <br />750 <br />120 <br />50 <br />124 <br />a <br />I <br />2.000.00 <br />2.000.00 <br />20.00 <br />1.25 <br />10.00 <br />1.00 <br />1.50 <br />10.00 <br />6.1(0 <br />6.00 <br />8.50 <br />10.00 <br />115 00 <br />17..50 <br />16.00 <br />10.00 <br />1.00 <br />4.00 <br />14.00 <br />24.00 <br />140.00 <br />70.00 <br />400.00 <br />1.270.00 <br />950.00