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APPENDIX A <br />DETAILED CONSTRUCTION COST ESTIMATES <br />Estimated <br />Project <br />Trunk <br />Sanitary Sewer <br />Quanti <br />Unit Price <br />Attributable <br />Attributable <br />10" Sanitary sewer 10 -14' dp 710 ft. <br />17 /ft. <br />12,070 <br />-0- <br />8" Sanitary sewer 0 -10' dp <br />580 ft. <br />15 /ft. <br />8,700 <br />-0- <br />Standard manhole 8' dp <br />7 ea. <br />1,050/ft. <br />7,350 <br />-0- <br />Extra depth manhole <br />5 ft. <br />70/ft. <br />-0- <br />350 <br />8" x 4" Wyes <br />1.5 ea. <br />40 /ea. <br />600 <br />-0- <br />8" x 6" Wyes <br />5 ea. <br />60 /ea. <br />300 <br />-0- <br />4" Ser =vice pipe <br />450 ft. <br />6.5 /ft. <br />2,925 <br />-0- <br />6" Service pipe <br />150 ft. <br />8 /ft. <br />1.200 <br />Q, <br />Subtotal: <br />$33,145 <br />$350 <br />Estimated <br />Project <br />Trunk <br />Watermain <br />Quanti <br />Unit Price <br />Att ibutable <br />Attributable <br />10" DI Watermain <br />720 ft. <br />20 /ft. <br />10,800 <br />3,600 <br />6" DI Watermain <br />620 ft. <br />12 /ft. <br />7,440 <br />-0- <br />12" Gate valve <br />2 ea. <br />800 /ea. <br />900 <br />- 700 <br />6" Gate valve <br />9 ea. <br />400 /ea. <br />3,600 <br />-0- <br />Standard hydrant <br />4 ea. <br />1,000 /ea. <br />4,000 <br />-0- <br />1" Corporation, curb stop /stub 15 ea. <br />100 /ea. <br />1,500 <br />-0- <br />1 " Capper service <br />450 ft. <br />7/f t. <br />3,150 <br />-0- <br />Fitting_ s <br />2,000 lbs. <br />1.20 /lb. <br />1.600 <br />EQQ <br />Subtotal: <br />$32,990 <br />$5,100 <br />Estimated <br />, <br />Project <br />Trunk <br />Storm Sewer <br />Q an i y <br />Unit Pri e <br />Attributable <br />Attributable <br />12' -18" RCP <br />550 ft. <br />21 /ft. <br />11,550 <br />-0- <br />15" FES <br />1 ea. <br />500 1ea. <br />500 <br />-0- <br />Standard catchbasin <br />1 ea. <br />750 /ea. <br />750 <br />-0- <br />Standard manhole <br />4 ea. <br />800 /ea. <br />3,200 <br />-0- <br />Connect to existing basin <br />rump Sum <br />500 <br />OD <br />-0- <br />Subtotal. <br />$16,050 <br />-0- <br />Estimated <br />Project <br />MSA <br />Street Improvements <br />Quantity <br />L101t Price <br />Attributable <br />Attributable <br />Subgrade preparation <br />13 RS <br />100 /RS <br />1,300 <br />-0- <br />Class V aggregate base <br />1,250 tn. <br />6.00 /tn. <br />6,900 <br />600 <br />Bituminous <br />980 tn. <br />24.00 /tn. <br />18,360 <br />5,160 <br />8618 curb & gutter <br />1,420 ft. <br />6.00 /ft. <br />8,520 <br />-0- <br />Surmountable curb & gutter <br />1,350 ft. <br />5.50 1sq. ft. <br />7,425 <br />-0- <br />Sidewalk <br />3,500 sq. ft. <br />2.50 /sq. ft. <br />-0- <br />7,100 <br />Turf establishment <br />1.5 ac. <br />1,500 /acre <br />2,250 <br />-0- <br />Street lights <br />4 ea. <br />550 /ea. <br />2.200 <br />Q <br />Subtotal: <br />$46,955 <br />$12,860 <br />[r <br />