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AaJ / <br />APPENDIX - COST ESTIMATES <br />LAKE STREET - STREET IMPROVEMENTS <br />ITEM <br />UNIT <br />REMOVE BITUMINOUS SURFFi0ING S.Y. <br />COMMON EXCAVATION C.Y. <br />SUBGRADE PREPARATION S.Y. <br />AGGREGATE BASE, CL.5, 100% CRUSHED TON <br />TYPE 31 BIT. BASE TON <br />TYPE 41 BIT. WEAR TON <br />BITUMINOUS PATCHING FOR DRIVEWAYS TON <br />AC -1 BITUMINOUS MATERIAL FOR MIXTURE TON <br />BITUMINOUS MATERIAL FOR TACK GAL. <br />12" RCP STORM SEWER <br />24" RCP STORM SEWER L..F. <br />( :ONNECT TO EX. SEWER EA. <br />TYPE II CATCH BASIN EA. <br />STORM SEWER MANHOLE, 4' DIA. EA. <br />RIPE FOUNDATION IMPROVEMENT L.F. <br />DRAIN TILE L.F. <br />3EOTEXTILE FABRIC S.Y. <br />RAISE MANHOLE CASTINGS EA. <br />RAISE GATE VALVE CASTINGS EA. <br />i0D W/ TOPSOIL S.Y. <br />3618 CONC. CURB AND GUTTER L.F. <br />UNIT EST. <br />PRICE QUANTITIY <br />$2.00 <br />$4.00 <br />$2.00 <br />$8.00 <br />$18.00 <br />$20.00 <br />$50.00 <br />$160.00 <br />$1.50 <br />$18.00 <br />$34.00 <br />$300.00 <br />$800.00 <br />$1,000.00 <br />$2.00 <br />$6.00 <br />$2.00 <br />$200.00 <br />$100.00 <br />52.00 <br />$6.00 <br />EST. <br />COST <br />3000 $6,000.00 <br />1200 $4,800.00 <br />3000 $6,000.00 <br />1700 $13,600.00 <br />240 54 ,320 .00 <br />240 $4,800.00 <br />60 $3,000.00 <br />30 $4,800.00 <br />150 $225.00 <br />230 $4,140.00 <br />60 52,040.00 <br />2 5600.00 <br />2 $1,600.00 <br />2 $2,000,00 <br />290 5580.00 <br />1400 58,400,00 <br />3000 56,000.00 <br />3 5600.00 <br />2 5200.00 <br />3000 56,000.00 <br />1500 59,000.00 <br />TOTAL ESTIMATED CONSTRUCTION <br />+10 %CONTI6ENCI E5 <br />588,705.00 <br />$8,870,50 <br />$97,575.50 <br />+20% DESIGN, INSPECT., ADMIN. $19,515.10 <br />+5% CAPITALIZED INTEREST <br />$117,090.60 <br />$5,854.53 <br />TOTAL ESTIMATED COST 5122,945.13 <br />Page 8 <br />