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RICK 7 FADE 125 <br />5. _?agineerin,r{ Design & Inspection of Construction <br />Alley, sdilTiams, Carm'e , ?: -fMg, Inc., 3urlxng on, T1. C. <br />A. Design: 60 of $305,965.19 $18,357.91 <br />B. Inspection: to of $305,965.19 31059.65 <br />C. Printing of all Plans and Specifications 390.34 <br />D. Surveys, Plans & Specifications for <br />Construction of Access Road 1,018.69 <br />Survey & Plans for "Webb Street" route for <br />Force Main __ 5_46 00 <br />TOTAL ENGINE RING $23,372.59 <br />GRAND TOTAL $329,337.78 <br />The following proposals for the extension of the Water-Sewer lines in the <br />Industrial Park were filed by L. A. Alley: <br />"We have made preliminary studies of the proposed extensions to the water <br />distribution and sewage collection systems recently installed by the County to <br />serve the industrial park east of Mebane and herewith present our findings. The <br />unit prices used in the following cost estimates are taken from the County's <br />contract with Dixie Plumbing Company where such prices were applicable. Where <br />units of work are not covered in the aforementioned contract, we have used unit <br />prices that we feel are reasonable and in line with the contract prices. We have <br />identified the items where these prices have been used with an asterisk. <br />The first study covered the installation of water and sewer mains to serve <br />the area in the vicinity of Melville Furniture Company's proposed plant on South <br />Center Street. It is proposed here that the water and sewer mains be installed <br />from the ends of the existing mains in the Access Road near the southeast corner <br />of the Piedmont Steel & Tube Co. property, directly north to Center Street. As <br />these lines would not be installed in a public road or street, it will be necessary <br />to acquire a right-of-way easement. This easement should be at least 25 feet wide. <br />With the two pipelines at least 5 feet apart, this width easement will provide 10 <br />feet from the center of each pipe to the outer boundary of the easement. A 30 foot <br />wide easement is more desirable as this width would provide more working room and it <br />would also allow the installation of the two pipes 10 feet apart. <br />The following breakdown gives a detailed cost estimate for this proposed <br />installation: <br />A. Construction Cost <br />1. Water <br />_____f;47CF L.F. 12" C.I. Water main Q $5.50 $13,640.00 <br />60 L.F. 6" C.I. Water Main 3 $3.00 180.00 <br />3 Ea. 12" Gate Valves and Boxes 0 $218.04 654.12 <br />4 Ea. Fire Hydrants S $178,85 715.40 <br />1,500 Lbs. C.I. Fittings G $0.35 _ 525.00 <br />Subtotal ?dater $15,714.52 <br />2. Sanitary Sewer <br />200 , lUff-V.C. Pipe 0-6t Deep 63 L?4-30 $ 860.00 <br />300 L.F. 10" V.C. Pipe 6-81 Deep Q 435.30 1,590.00 <br />300 L.F. 10" V.C. Pipe 8-101 Deep $$6.?5 1,965.00 <br />1 000 L.F. 10" V.C. Pipe 10-121 Deep (G 8.30 8,300.00 <br />660 L.F. 10" V.C. Pipe 12-141 Deep 6 $10.55 7,174.00 <br />7 Ea. Manholes 0-6' Deep 0 $160.00 1,120.00 <br />36 L.F. Extra Depth Manholes 6-121 Deep 0 $25.00 900.00 <br />5 L.F. Extra Depth IAnholes Over 121 Deep Q $40.00 2 0.00 <br />Subtotal Sanitar7Sewer $22,159.00 <br />TOTAL CONSTRUCTION $37,873.52 <br />B. Land and Rights-of-Way (Estimated) $ 2,400.00 <br />C. Engineering and Other Technical Services $ 2,960.00 <br />D. Legal, Fiscal, and Other Administrative Costs $ 2,400.00 <br />E. Praject contingency @_ 5% t $ 2 66. 8 <br />GRAND TOTAL $48,100.00 <br />