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CITV OF SANTA ANA <br />PROPOSAL <br />PROJECT NO.: 15-6446 <br />SAINT GERTRUDE AND GRAND AVENUE WATER MAIN REPLACEMENT <br />licit <br />Descripilon <br />Qty <br />Unit <br />Unit Price <br />Amount <br />13 <br />16" Line Stop <br />3 <br />EA <br />$ <br />$ <br />2sf000 <br />--S(oQ0 <br />14 <br />Fire I lydmnt Assembly per City Sid. <br />I I <br />EA <br />$ <br />$ <br />1405 <br />S, 30o <br />411 1300 <br />15 <br />Fire Hydrant Assembly per City Sid. <br />2 <br />EA <br />$ <br />$ <br />1407 and 1407A <br />I S1 <br />3 of Qlz� 0 <br />16 <br />Bore and Jack, Install Steel Casing and <br />1 <br />EA <br />$ <br />$ <br />Ductile Iron Carrier Pipe <br />50, O <br />.50100Z <br />17 <br />Vertical Offset 12 Feet Deep per City <br />1 <br />EA <br />$ <br />$ <br />Sid.1413B <br />I$ <br />Otzo <br />18 <br />1" Air Vacuum and Release Valve per <br />1 <br />EA <br />$ <br />$ <br />City Sid, 1415 <br />3, <br />19 <br />Y' Blow Off Assembly and Thrust <br />3 <br />EA <br />$ <br />$ <br />Block per City Sid.1414 <br />3,2mc� <br />20 <br />Protective Posts <br />4 <br />EA <br />$ <br />$ <br />21 <br />12" X 12" Hot Tap <br />1 <br />EA <br />$ <br />$ <br />121StJo <br />Mr SDo <br />22 <br />Abandon Existing Water Service <br />23 <br />EA <br />$ I <br />100 <br />t <br />2513;z),Q <br />23 <br />CCTV Inspection of Existing Sewer <br />5,800 <br />LF <br />$ <br />Lt. <br />$ <br />Mains <br />00 <br />2 3 r 200 <br />24 <br />CCTV Inspection of Existing Sewer <br />38 <br />EA <br />$ <br />$ <br />Laterals <br />`L,50 <br />01 S0p <br />•25 <br />Vertical Offset per City Sid. Plan <br />5 <br />EA <br />$ <br />$ <br />1413B (As Needed) <br />1913----,:) <br />°1 11SJo <br />26 <br />Additional Trenching Costs to Install <br />200 <br />LF <br />$ <br />$ <br />Water Pipeline 18"— 30" Deeper <br />S0 <br />(Total 66" to 78" cover As -Needed <br />•27 <br />Additional Potholing( As Needed) <br />10 <br />EA <br />$ <br />S <br />�l0 <br />bI'k10 <br />28 <br />Unclassified Excavation <br />2,004 <br />CY <br />$ <br />$ <br />.SO <br />l aD1 2.y <br />•29 <br />Removal of 10" PCC Pavement <br />334 <br />CY <br />S <br />$.'f <br />30 <br />Asphalt Concrete <br />2,061 <br />TN <br />$ �t, <br />S <br />01-+- <br />I�q,g1� <br />31 <br />Asphalt Rubber Hot Mix (ARHM) <br />1,906 <br />TN <br />$ <br />�S <br />$ <br />IS1,0'30 <br />32 <br />Asphalt Rubber Aggregate Membrane <br />12,647 <br />SY <br />S <br />$ <br />(ARAM) <br />1 <br />ci4f-L 2 S <br />P-2 of P-19 <br />20B-23 <br />