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_ . ?.? ._. <br />Engineer's Estimate of Cost <br />North Olmsted Industrial Parkway <br />May 7, 1988 <br />Page 2 <br />32. <br />33. 18" Bulkhead 9 Each <br />21" Bulkhead 3 Each @ 5143.00/Each <br />@ <br />$ 1.287 <br />00 <br />34. <br />35 Temporary Fence (I-480) $165.00/Each <br />280 L.F. @$9 <br />00/L <br />F . <br />495.00 <br />. <br />36. Reshape Ditch 116 L.F. <br />Excavatin <br />Ch . <br />. <br />. <br />@$4.50/L.F. 2.520.00 <br />- 5 <br /> <br />37. q <br />annell Lum <br />Restoring Right-of-Way p Sum <br />Lump Sum - 22-00 <br />660.00 <br /> = 2,200.00 <br /> Sub Total <br /> $279,692.00 <br />Wate r Main <br />38. <br /> <br />39. 12" Tapping Sleeve 1 <br /> <br />12" Line V <br />l Each <br /> <br />$6000.00/Each <br />@ <br /> <br />= $ 6 <br /> <br />40. a <br />ve & Box <br />6" Hydrant 9 Each 4 Each <br />@ 51727•00/Ea. <br />@ ,000.00 <br />= 6,908 <br />00 <br />41. <br /> <br />4 6" Line Valve & Box <br /> <br />" Each5.00/Each <br />9 <br />00/E <br />$580 <br />@ . <br />= 14,805.00 <br />2. <br /> <br />43 12 <br />x12"x16" D.I. Tee <br />12" <br />12" <br />" . <br />a. <br />8 Each <br />$474.00/Ea. <br />@ = 5,220.00 <br /> <br />= <br />. <br />44. x <br />x12 <br />D.I. Tee <br />1/32 D.I. Bend 12" 8 3 Each <br />@$?42•00/EA. 3,792.00 <br />= 2 <br />226 <br />00 <br />45. Each <br />Chlorination Lump Sum @$464.00/Each , <br />, <br />= 3,712.00 <br />46. <br />47 12"x6" Reducer 1 Each @ 5402.00/Each <br />12" 3,850.00 <br />, <br />48 Plumb & Clamp 2 <br />6" 900 Each 5221.00/Each <br />- 402.00 <br />. <br />49. Bend 8 Each <br />6" D.I. Main 48 L <br />F @$212.50/Each <br />@ 442.00 <br />1,700.00 <br />50. . <br />. <br />$20.50/L.F. <br />12" D.I. Main 3112 L.F. @$32 <br />00/L <br />F <br />" 984.00 <br />51. <br />52 3 <br />D.I. Conn. 24 L.F. <br />18" . <br />. <br />. <br />@$19.00/L.F. 99.584.00 <br />. CMP 16 Gage 936 L.F. @$33.00/L <br />F 456.00 <br /> . <br />. <br />= 30,888.00 <br /> Sub Total <br /> $180,969.00 <br />Pavement <br />53. <br />54. 9" R.C. (29' Wide) 9976 S.Y. @ 530.00/C.Y. <br />4" Base O.D.O.T. 310 1109 <br />$299,280.00 <br />55. C.Y. @$2g.00/C.Y, <br />Monument boxes 6 Each @$220 <br />00/Each - 31,052.00 <br />56. <br />57 . <br />Curb Ramps 2 Each @ S220.00/Each - <br />" 1.320.00 <br />. <br />58. 4 <br />Underdrain 4745 L.F. @$5.00/L.F. <br />Sawcut Curb 130 <br />- 440.00 <br />23 <br />725 <br />00 <br />59. L.F. @$6.00/L.F. <br />Roadway Excavation 7409 C.Y. @ 53 <br />50/C <br />Y <br />" , <br />. <br />780•00 <br />60. . <br />. <br />. <br />6 <br />Concrete Curb 4745 L.F. @$1.50/L <br />_ <br />F 25,931.00 <br /> . <br />. 7,117.50 <br /> Sub Total <br /> $389,646.00 <br />General <br />61. Clearing/Grubbing Lump Sum <br />62. <br />63 Seeding 16140 S.Y. @$1.10/S.Y. ° $ 33,000.00 <br />. Traffic Maintenance Lump Sum ° 16,140.00 <br />64. Engineer/Contractor Trailer Lump Sum _ 1,650.00 <br /> 3,000.00 <br /> Sub Total $ 53,790.00