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I <br /> <br /> ITEM <br /> <br /> SANITARY SEWER <br /> Connect to Existing Drop Structure <br /> 8" PVC, 0-18' Deep <br /> 8" PVC, 18-24' Deep <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 />i Extra Depth Manhole <br /> Subtotal <br /> <br /> WATERMAIN <br /> 12" DIP, Class 52 <br /> 6" DIP, Class 52 <br /> 12" x 6" Tee <br /> 12" o 11 1/4 Degree Bend <br /> 6" - 45 Degree Bend <br /> 6" - 22 1/2 Degree Bend <br /> 6" x 6" Tee <br /> <br /> 12" Plug <br /> 6" Plug <br /> Fire Hydrant <br /> 12" Valve <br /> 6" Valve <br /> 1" Corp., Stop w/Box <br /> 1" Copper Service Pipe <br /> Subtotal <br />I STORM SEWER <br /> 15" RCP <br /> 15" RC Apron <br /> Catch Basin (2' x 3') <br /> Manhole <br /> Riprap <br />I Subtotal <br /> STREETS <br /> Remove Bituminous Paving <br />ISurmountable Concrete Curb & GUtter <br /> Class 5 (4") <br /> 2 1/2 Bituminous Wear <br />ITurf Establishment <br /> Street Lights <br /> Subtotal <br /> <br />ITRAIL - From Quicksilver Street <br />10' Wide Bituminous Trail <br /> <br />18" HDPE Culverts (2) <br />End Sections <br /> Subtotal <br /> <br />GRAND TOTAL <br /> <br /> APPENDIX B <br />ESTIMATED CONSTRUCTION COSTS <br /> <br />FOX KNOLL I.P. #95-15 <br />CITY OF RAMSEY <br /> <br /> UNIT <br />QUANTITY~. PR/GE <br /> <br />I.P. g95-15 <br />ATFRIBUTABLE <br /> <br />TRUNK <br />ATIRmUTABLE <br /> <br />1 ea $ 350.00 <br />805 If 16.50 <br />390 If 24.00 <br />60 If 7.00 <br />850 If 5.50 <br />22 ea 35.00 <br />100 ton 8.00 <br />4 ea 1,200.0O <br />12 If 65.0O <br /> <br />$ 350.00 <br />13,282.50 <br />9,360.00 <br />420.00 <br />4,675.00 <br />770.00 <br />800.00 <br />4,800.00 <br />780.09 <br />$35,300.00 <br /> <br />$ 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.o0 <br /> o.o0 <br /> 0.00 <br /> 0.oo <br />$ 0.00 <br /> <br />790 If 21.0o 11,850.00 4,740.00 <br />460 If 13.o0 5,980.00 0.o0 <br />2 ea 220.00 360.00 80.00 <br />2 ea 175.00 320.00 30.00 <br />1 ea 100.00 100.0O 0.00 <br />1 ea 100.0O 100.00 0.00 <br />1 ea 100.00 100.00 0.00 <br />1 ea 100.00 80.00 20.00 <br />1 ea 60.00 60.00 0.00 <br />3 ea 1,150.00 3,450.00 0.00 <br />1 ea 750.00 550.00 200.00 <br />4 ea 390.00 1,560.00 0.00 <br />22 ea 125.00 2,750.00 0.00 <br />900 If 9.00 8.100.00 0.00 <br /> $35,300.00 $5,100.00 <br /> <br />390 If 19.00 7,410.00 <br />2 ea 450.00 900.00 <br />2 ea 725.00 1,450.0O <br />1 ea 900.00 900.00 <br />18 cy 60.00 1.080.00 <br /> $11,800.00 <br /> <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br /> <br />220 sy 3.00 <br />2,360 If 4.80 <br />785 ton 5.60 <br />500 ton 19.00 <br />1.54 acre 1,500.00 <br />3 ea 500.00 <br /> <br />Cul-de-sac to 153rd Avenue <br /> 900 If 8.50 <br /> 40 If 18.75 <br /> 4 ea 100.00 <br /> <br />660.00 <br />11,328.00 <br />4,396.00 <br />9,500.00 <br />2,310.00 <br />1.500.00 <br />$29,700.00 <br /> <br /> 7,650.00 <br /> 750.00 <br /> 40O.00 <br />$ 8,80O.0O <br /> <br />$120,900.00 <br /> <br />0.00 <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 /> <br />$5,100.00 <br /> <br /> <br />