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Wewers Road Hardware Hank Drainage Study: <br />Cost Estimate <br />Alternate 2 as Storm Sewer to County Road C <br />PLANNED UNIT i <br />pia <br />rrEM NO, DESCRUMON <br />TREE <br />2021.501 <br />Mobflization 5% max. <br />TREE <br />2101.502 <br />Cleahng <br />FOOT <br />2,1,01,.507 <br />a <br />GrubbIng <br />is <br />2503.541 <br />1 <br />12w R.Cl. pc,, <br />450. <br />25061.506, <br />Construct mmhole 48w <br />& <br />2506.151,1, <br />Construct, catch basi*in <br />EACH <br />25'06 <br />g, ESS 309 <br />2m <br />2506.516, <br />Catch buffi casting, R-3237.1 <br />is <br />3149.200 <br />Breakinto s,tru,ct,urei <br />2. <br />2575.505 <br />Sodd I*ng Vdth 4," topsoil <br />5006 <br />2104.501 <br />Rese,t Fence <br />400. <br />17865.W <br />Subtota <br />209515-00 <br />10% Cointion gen,, <br />31.077.25 <br />Slubitota <br />23v592.25 <br />1,5% Engl*neerffi, <br />-607150.00 <br />Subto <br />ent(i 65 <br />Subt <br />Caplitaltization <br />Total <br />Lei Z) I W 153 Mm <br />LS, <br />9W.(* <br />9W.00 <br />TREE <br />1,00.00, <br />100-00 <br />TREE <br />100-00 <br />100.m <br />FOOT <br />25M <br />112250.00 <br />FOOT' <br />150-00 <br />19,2M.00 <br />FOOT' <br />125-M <br />5W-W <br />EACH <br />1.00 <br />6M.,00 <br />EACH <br />.00 <br />"M <br />EACH <br />3509 MI <br />7M.00 <br />SQ YD, <br />2.00, <br />10000.00 <br />FOOT <br />5.00 <br />2.1000-00 <br />18P650.1m <br />17865.W <br />209515-00 <br />31.077.25 <br />23v592.25 <br />-607150.00 <br />3Or342-25 <br />