Laserfiche WebLink
Country Drive - 101- 030 -200 <br />Spruce St. to Rice St. <br />Design Basis <br />Projected A D T 6800 / day <br />Soil Factor 100 <br />Surface Width 36 ft. <br />C1 -4 Aggregate 15" <br />C1 -5 Aggregate 8" <br />Bituminous Base 2 1/2" <br />Bituminous Surface . . . 3" <br />Estimated Costs <br />Excavation Muck <br />Excavation Class A <br />Embankment <br />01 - 4 <br />01 - 5 <br />Bituminous Base <br />Bituminous Surface <br />Curb <br />Sod & Topsoil <br />Storm Sewer <br />1 <br />6500 C.Y. <br />1500 C.Y. <br />12000 S.Y. <br />4821 Ton <br />2890 Ton <br />730 Ton <br />875 Ton <br />2900 L.F. <br />6000 S.Y. <br />1000 L.F. <br />L = 1450 ft. <br />@ 5.00 = $ 32,500.00 <br />@ 2.75 = 4,125.00 <br />@ 3.00 = 36,000.00 <br />@ 4.00 = 19,284.00 <br />@ 5.00 = 14,450.00 <br />@ 19.00 = 13,870.00 <br />@ 20.50 = 17,937.00 <br />@ 5.50 = 15,950.00 <br />@ 2.00 = 12,000.00 <br />@ 26.00 = 26,000.00 <br />13 %Engineering, Const, Stak. & Insp <br />TOTAL . . . <br />01-\,-07 <br />$ 192,100.00 <br />25,000.00 <br />$ 217,100.00 <br />.�4 <br />