Laserfiche WebLink
1 <br />l <br /> <br />ALEX KAMAF~EFF & A554CIATES <br />C~~,~tr«y F~9;~t~Z~ <br />2~ooa cEr~T~A wrtxiF Ro~-o <br />w~stt.axE. OM10 a4,as <br />c~,eta~,•,~, <br />May 7, 1988 <br />ENGINEER'S ESTIMATE OF C4ST <br />NORTH OLMSTED INDt}S2RIAL PARKWAY <br /> <br />I CONSTRQCTiON COST <br />Sanitary Sewer <br />1. $" Sanitary Surer 2223 L.F. @ S32.00/L.F. _ $ 71,136.t}0 <br />2. Precast Manhole 8 Eaeh @ 52200.00./Lach = 1i,661fl.00 <br />3. 6" Sanitary Cann. 1478 L.F. @ 527.54/L.F. = 40,6#5.0tJ <br />4. 8" x 6" Wye 27 Ea ch @ $64.00/Each 1,738.80 <br />5. 6" Riser Conn. 100 L.F. Q $54.00/L.F. 55s~040.00 <br />- <br /> Sub-Total 5136,1 <br />Storm Sewer <br />6. 4' Manhole 2 Each @ 518fl0.00/Each = 5 3,bQ4.00 <br />7. 5' Manhole 5 Each @ 51940.00lEach 9,500.00 <br />8. 6" Manhole 2 Each @ 52000.00lEach - 4,0Q0.00 <br />9. Inl ets 14 Each @ $900.00/Each 12,600.00 <br />10. Doable Inlet 1 Eac h @ 51500.00/Each 1,500.00 <br />11. Rip Rap O.D. 4.T. 60 1 220 S.F. @ 59.00>S.F. 1,980.00 <br />12. Junction Cha mber 1 Each @ 58800.00/Each 8,00.00 <br />13. Reb uild Catc h Hasin 1 Each @ 5990.40/Ea. 990.00 <br />14. Headwa3l i Each @ 53540.00/Each = 3,544.00 <br />15. 36" RCP C1. II 45° B end 1 Each @ 5812.40/Ea. 812.00 <br />16. 15" x 12" Tee C1. IV 1 Each @ 5400.40/Ea. 400.4fl <br />17. 12" x 24" x 24" Tee C1. III 1 Each @ 5480.00 - 480.04 <br />18. 12" x 27" x 27" Tee C1. IIi 1 Each @ 5557.00 557.00 <br />19. 12" x 36" x 36" Tee C1. III 3 Each @ 5644.00 1,'9.30.00 <br />20. 15" RCP C1. IV 260 L.F. @ 535.00/L.F. = 9,184.00 <br />21. 12" RCP C1. IV 537 L.F. @ 534.00/L.F. = 18,258.00 <br />22. 18" RCP C1. III. 88 L.F. @ 536.50/L.F. = 3,212.04 <br />23. 18" RCP C1. IV 320 L.F. @ S45.SOlL.F. 14,560.04 <br />24. 21" RCP C1. III 40 L.F. @ 540.00/L.F. = 1,640.00 <br />25. 21" -RCP CL. IV 64 L.F. @ 559.50/L.F. = 3,848.0`0 <br />26. 30" .RCP C1. III 180 L.F. @ $45.00/L.F. 8,100.00 <br />27. 24" -RCP C1. IV 300 L.F. @ 572.00/L.F. = 21,600.00 <br />28. 27" RCP C1. III 154 L.F. @ 587.00/L.F. = 13,39$.00 <br />29. 30" RCP C1. III .408 L.F. @ 564.00/L.F. = 26,112.00 <br />30. 36" -RCP C1. III .1403 L.F. @ 572.00/L.F. _ - 101,016.00 <br />31. 12" Bulkhead 5 -Each @ .5121.00/Each = 6'05.0© <br /> <br />