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COST ESTIMATE SHEET <br />Prepared by: <br />Mosby & Associates, Inc. Job Desc.: Edgewater Subdivision (Phase 1) <br />2455 14th Avenue Job Number: 99-178 <br />Vero Beach, Florida 23960 Dake: February 16, 2000 <br />ITEM <br />DESCRIPTION <br />CITY. <br />UNIT <br />UNIT PRICE <br />EST. COST <br />WATER MAIN IPHAS'E_I1 <br />1 <br />6'" PVG <br />2614 <br />LF <br />$ <br />12.00 <br />$ <br />31,368.00 <br />2 <br />6" DIP <br />50 <br />LF <br />$ <br />14.00 <br />$ <br />700.00 <br />3 <br />6" GLASS 52 DIP <br />63 <br />LF 1 <br />$ <br />14.00 <br />$ <br />882.00 <br />4 <br />6" GATE VALVE <br />3 <br />EA <br />$ <br />850.00 <br />$ <br />2,550.00 <br />5 <br />FININGS <br />0.38 <br />TON <br />$ <br />5.000.00 <br />$ <br />1,900.00 <br />6 <br />FIRE HYD. <br />3 <br />EA <br />$ <br />1.800.00 <br />$ <br />5,400.00 <br />7 <br />SINGLE SERVICE <br />9 <br />EA <br />$ <br />300.00 <br />$ <br />2,700.00 <br />8 <br />DOUBLE SERVICE <br />15 <br />EA <br />$ <br />450.00 <br />$ <br />6,750.00 <br />9 <br />OPEN CUT <br />12 <br />YD 2 1 <br />$ <br />25.00 <br />$ <br />300.00 <br />WATER MAIN TOTAL <br />$ <br />52,550.00 <br />STORM SEINER PHASE I <br />10 <br />15" RGP T-6' <br />96 <br />LF <br />$ <br />18.00 <br />$ <br />1,728.00 <br />11 <br />18" RCP <br />542 <br />LF <br />$ <br />22.00 <br />$ <br />11,924.00 <br />12 <br />-(3'-6') <br />24" RCP 3'4 <br />242 <br />LF <br />$ <br />25.00 <br />$ <br />6,050.00 <br />13 <br />18" CMP 3'-6' <br />214 <br />LF <br />$ <br />19.00 <br />$ <br />4,066.00 <br />14 <br />24" CMP T-6 <br />20 <br />LF <br />$ <br />22.00 <br />$ <br />440.00 <br />15 <br />GRATED INLETS T-6' <br />9 <br />EA <br />$ <br />1,700.00 <br />$ <br />15,300.00 <br />16 <br />MAN HOLES 3'-6' <br />4 <br />EA <br />$ <br />800.00 <br />$ <br />3.2.00.00 <br />STORM SEWER TOTAL <br />$ <br />42,708.00 <br />SANT. SEWER PHASE l <br />17 <br />8" PVC GRAVITY T-6 <br />400 <br />LF <br />$ <br />12.50 <br />$ <br />5,000.00 <br />18 <br />MAN HOLE 3'_6' <br />3 <br />EA <br />$ <br />800.00 <br />$ <br />2,400.00 <br />19 <br />8" PVC GRAVITY 6'-10' <br />2399 <br />LF <br />$ <br />15.00 <br />$ <br />35,985.00 <br />20 <br />MAN HOLE v -10" <br />6 <br />EA <br />$ <br />2,000.00 <br />$ <br />12,000.00 <br />21 <br />22 <br />4" DIP FM <br />4" GATE VALVE <br />55 <br />1 <br />LF <br />EA <br />$ <br />$ <br />8.00 <br />650.00 <br />$ <br />$ <br />4.4u.00 <br />650.00 <br />23 <br />FITTINGS <br />0.1 <br />TON <br />$ <br />5,000.00 <br />$ <br />500.00 <br />24 <br />LIFT STATION <br />1 <br />EA <br />$ <br />55,000.00 <br />$ <br />55.000.00 <br />25AERIAL <br />GROSSING _ <br />SEWER <br />1 <br />E4 <br />$ <br />2,500.00 <br />$ <br />S <br />2,500.00 <br />— 11 ,4 5.051 <br />26 <br />ENT. CULVERT & END WALLS <br />1 <br />EA <br />$ <br />15,000.00 <br />1 .000.00 <br />In <br />27 <br />CURB LENGTH <br />6400 <br />LF <br />$ <br />6.00 <br />38,400.00 <br />Wage 1 of 2. <br />EXHIBIT "A" <br />3 Jy] ug! 1/ <br />�frJj U nM" <br />