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<br />03/07/96 16:20 FAX 612
<br />
<br /> 441 5665 JOHN OLIVER AS$O
<br />
<br /> APPENDIX A
<br />ESTIMATED CONSTRUCTION COSTS
<br />FOX KNOLL 2ND ADDITION, I.P. 96-16
<br />CITY OF RAMSEY
<br />
<br />ITEM
<br />SANITARY SEWER
<br />Connect To Existing Riser W/Tee
<br />8" PVC, 10 - 15' Deep
<br />8" PVC, 15 - 20' Deep
<br />10" PVC, 10 - 15' Deep
<br />10" PVC, 15 - 20' Deep
<br />10" PVC, 20 - 25' Deep
<br />10" PVC, 25 - 30' Deep
<br />10" PVC, 30 - 35' Deep
<br />Jack-Bore
<br />4" PVC Service Riser
<br />4" PVC Service Pipe
<br />4"x 8" Wye
<br />Granular Pipe Bedding
<br />Standard Manhole (0 - 12') Deep
<br />Extra Depth Manhole
<br />Drop Section
<br /> Subtotal
<br />
<br /> UNIT
<br />QUANTITY PRICE
<br />
<br />I.P. 96-16
<br />ATTRIBUTABLE
<br />
<br />TRUNK
<br />ATTRIBUTABLE
<br />
<br />WATERMAIN
<br />Connect To Existing Pipe
<br />12" DIP, Class 52
<br />8" DIP, Class 52
<br />6" DIP, Class 52
<br />Jack-Bore
<br />Fittings
<br />Fire Hydrant
<br />12" Valve
<br />8" Valve
<br />6" Valve
<br />1" Corp., Stop W/Box
<br />1" Copper Service Pipe
<br /> Subtotal
<br />
<br />1 ea $ 900.00 $ 900.00 $ 0.00
<br />1160 If 22.00 25,520.00 0.00
<br />490 If 26.00 12,740.00 0.00
<br />260 If 23.00 4,620.00 1,360.00
<br />200 If 27.00 3,300.00 2,100.00
<br />210 If 31.00 3,520.00 2,990.00
<br />280 If 37.00 5.500.00 4,860.00
<br />270 If 45.00 4,400.00 7,750.00
<br />120 If 160.00 0.00 19,200.00
<br />80 If 12.00 960.00 0.00
<br />i620 If 9.00 14,580.00 0.00
<br />46 ea 35.00 1,610.00 0.00
<br />150 ton 8.00 400.00 800.00
<br />16 ea 1,300.00 19,500.00 1,300.00
<br />113 If 75.00 4,350.00 4,125.00
<br />1 ea 550.00 0.00 550.00
<br /> $101,900.00 $45,035.00
<br />
<br />STORM SEWER
<br />15" RCP
<br />15" RC Apron
<br />Catchbasin (2' x 3')
<br />Manhole
<br />Riprap
<br /> Subtotal
<br />
<br />1 ea 500.00 500.00 0.00
<br />1500 If 21.00 24,000.00 7,500.00
<br />1190 If 16.00 19,040.00 0.00
<br />750 If 13.00 9,750.00 0.00
<br />60 If 130.00 0.00 7,800.00
<br />22 ea 180.00 3,660.00 300.00
<br />8 ea 1,400.00 11,200.00 0.00
<br />2 ea 900.00 1,200.00 600.00
<br />2 ea 600.00 1,200.00 0.00
<br />10 ea 400.00 4,000.00 0.00
<br />46 ea 125.00 5,750.00 0.00
<br />1700 If 9.00 15,300.00 0.00
<br /> $95,600.00 $16,200.00
<br />
<br />820 If 21.00 17,220.00
<br />2 ea 550.00 1,100.00
<br />1 ea 950.00 950.00
<br />4 ea 1,000.00 4,000.00
<br />18 cy 60.00 1,080.00
<br /> $24,350.00
<br />
<br />STREETS
<br />Surmountable Concrete Curb & Gutter 5380 If 5.20 27,976.00
<br />Class 5 (4") 1850 ton 8.00 14,800.00
<br />Bituminous Wear (2") 1020 ton 27.00 27,540.00
<br />Seed 2.8 ac 1500.00 4,200.00
<br />Street Lights 9 ea 500.00 4,500.00_
<br /> Subtotal $79,016.00
<br />
<br />TRAIL
<br />10' Wide Bituminous Trait(153rd & Sodium) 1100 If
<br />10' Wide Bituminous Trail(C.R.57) 1050 If
<br /> Subtotal
<br />
<br /> 8.50
<br />12.00
<br />
<br /> 9,350.00
<br /> 12,600.00
<br /> $21,950.00
<br />
<br />$322,816.00
<br />
<br />004
<br />
<br />Grand Total
<br />
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />.0.00
<br />0.00
<br />
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />.0.00
<br />0.00
<br />
<br /> 0.00
<br /> p.oo
<br />
<br />$61,235.00
<br />
<br />
<br />
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