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APPENDIX B <br />ESTIMATED CONSTRUCTION <br /> <br />COSTS <br /> <br />ITEM <br /> <br />SANITARY SEWER <br />Connect to Existing Drop Slructure <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 />Extra Depth Manhole <br /> Subtotal <br /> <br />FOX KNOLL I,P. #95-15 <br />CITY OF RAMSEY <br /> <br /> UNIT <br />,O_UANTrrY PR CB <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 1,200.00 <br />12 If 65.00 <br /> <br />I.P. g95-I5 <br />ATTRIBI~ABLE <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 /> 780.00 <br /> $~5,300.00 <br /> <br /> 11,850.00 <br /> 5,980.00 <br /> 360.00 <br /> 320.00 <br /> 100.00 <br /> 100.00 <br /> 100.00 <br /> 80.00 <br /> 60.00 <br /> 3,450.00 <br /> 550.00 <br /> 1,560.00 <br /> 2,750.00 <br /> 8.100.00 <br /> $35,300.00 <br /> <br /> 7,410.00 <br /> 900.00 <br /> '1,450.00 <br /> 900.00 <br /> t,080.00 <br /> $11,800.00 <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 /> 4oo.00 <br /> $ 8,800.00 <br /> <br /> $120,900.00 <br /> <br />WATERMAIN <br />12" DIP, Class 52 <br />6" DIP, Class 52 <br />I2" x 6" Tee :~ <br />12" - 11 1/4 Degree Bend <br />6" - 45 Degree Bend <br />6" - 22 1/2 Degrde Bend <br />6" x 6" Tee ~ <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 /> <br />STORM SEWER <br />t5" RCP ~ <br />t5" RC Apron <br />Catch Basin (2' x 3') <br />Manhole <br />Ripmp <br /> Subtotal <br /> <br />STREETS ~ <br />Remove Bituminous Paving <br />Surmountable Cbncrete Curb & Gutter <br />Class 5 (4") <br />2 1/2 Bituminous Wear <br />Turf Establishment <br />Street Lighm <br /> Subtotal <br /> <br />TRAIL - From Quicksilver <br />Iff Wide Bituminous Trail <br />18" HDPE Culverts (2) <br />End Sections ~ <br /> Subtotal <br /> <br />790 If 21.00 <br />460 If 13.00 <br />2 ea 220.00 <br />2ca 175.00 <br />1 ea 100.00 <br />1 ea 100.00 <br />1 ea 100.00 <br />1 ea 100.00 <br />1 ea 60.00 <br />3 ea 1,150.00 <br />tea 750.00 <br />4 ea 390.00 <br />22 ea 125.00 <br />900 If 9.00 <br /> <br />390 If 19.00 <br />2 ea 450.00 <br />2 ea 725.00 <br />1 ea 900.00 <br />18 cy 60.00 <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 />Street Cul-de-sac to 153rd Avenue <br /> 900 If 8,50 <br /> 40 If 18.75 <br /> 4 ea i00.00 <br /> <br />GRAND TOTAL <br /> <br />/gq/ <br /> <br />TRUNK <br />ATTRIBUTABLE <br /> <br /> $ 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> $ 0.00 <br /> <br /> 4,740.00 <br /> 0.00 <br /> 80.00 <br /> 30.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 20.00 <br /> 0.00 <br /> 0.00 <br /> 200.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> $5,100.00 <br /> <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0,00 <br /> 0.00 <br /> <br /> 0.00 <br /> 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 />I <br />! <br />I <br />I <br />I <br />! <br />I <br />! <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />