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5 <br /> cited for sewer taps is construction cost only and does not represent any applicable tapping fees. If you <br /> have any questions or if I may provide additional information,please advise. <br /> Alternate Phase I (remainder) <br /> Alternate McGowan Creek pump station lump sum @ $ 60,000 ea. _ $ 60,000 <br /> (w/o standby power) <br /> New pump station (w/o standby power) lump sum @ $ 40,000 ea. = 40,000 <br /> 8"pvc gravity line (w/stone bedding) 12800 linear feet @ $ 20.00 per if = 256,000 <br /> 10"ductile iron force main(w/o stone bedding) 1900 linear feet @ $ 23.00 per if = 43,700 <br /> 4"pvc force main (w/stone bedding) 2200 linear feet @ $ 10.00 per if = 22,000 <br /> Precast concrete manhole w/cast iron ring/cover 51 each @ $ 1500 each = 76,500 <br /> 16"highway bore encasement(for 8"pipe) 300 linear feet @ $ 120.00 per if = 36,000 <br /> 8"highway bore encasement(for 4"pipe) 100 linear feet @ $ 80.00 per if = 8000 <br /> Rock excavation/backfill 250 cubic yards @ $ 55.00 per cy = 13,750 <br /> Erosion control lump sum @ $ 8000 = 8000 <br /> Traffic control lump sum @ $ 5000 = 5000 <br /> Roadway/driveway repair lump sum @ $ 50,000 = 50,000 <br /> 4" sewer services 110 each @ $ 600 each = 66,000 <br /> Mobilization lump sum @ 5.0% = 34,250 <br /> Engineering, surveying. contingencies- legal. administrative nae 25% = 179,800 <br /> Total cost for completion of alternate sewer system development for Phase I $ 899,000 <br /> Alternate Phase II <br /> 8"pvc gravity line (w/stone bedding) 5650 linear feet @ $ 20.00 per if = $ 113,000 <br /> Precast concrete manhole w/cast iron ring/cover 17 each @ $ 1500 each = 25,500 <br /> 16"highway bore encasement (for 8"pipe) 90 linear feet @ $ 120.00 per if = 10,800 <br /> Rock excavation/backfill 280 cubic yards @ $ 55.00 per cy = 15,400 <br /> Erosion control lump sum @ $ 2000 = 2000 <br /> Traffic control lump sum @ $ 1000 = 1000 <br /> Roadway/driveway repair lump sum @ $ 20,000 = 20,000 <br /> 4" sewer services 35 each @ $ 600 each = 21,000 <br /> Mobilization lump sum @ 5.0% = 10,500 <br /> Engineering, survey contingencies, legal administrative 25% = 54.800 <br /> Total cost for alternate sewer system development for Phase II $ 274,000 <br /> Total cost for combined Phase VII sewer system development <br /> as per alternates to Hazen and Sawyer master plan $ 1,173,000 <br />