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AMOUNT UNIT ITEM LTNIT PRICE TOTAL <br /> 80 L.F. 15-in. Pipe �ulverts $ 1�6.00 $ 1,280.00 <br /> 150 L.F. 18-in. Pipe Culverts $ 19.50 $ 2,925.00 <br /> 10 L.F. 24-in. Pipe Culverts $ 28,25 $ 282.50 <br /> 3600 C.Y. Granular Cradle � $ 11.50 $ 41,400.00 <br /> 7300 C.Y. Selected G.ranular Backfill $ 9.75 $ 71,175.00 <br /> 300 L.F. 4-in. Cast Iron Water ?�iain $ 8.25 $ 2,475.00 <br /> 70 L.F. 3/4 in. Copper Service Pipe $ 7.25 $ 507.50 <br /> 88 C.Y. Class X Concrete Encasement $ 175.00 $ 15,400.OQ <br /> 2 Ea. Pipe Hangers $ 1E�5.00 $ 330.00 <br /> 1280 L.F. 2�-in. P.V.C. Force Main $ 5 .25 $ 6,720.00 <br /> 1 Ea. Lift Station $ 9, 700.00 $ 9,700.00 <br /> 11 Acre Fertilizin and Seedin <br /> g g $ 925.00 $ 10,175.00 <br /> 1400 S.Y. Pavement Removal and Replacement-2-in. Bituminous <br /> Concrete Surface Course Class 1 on 8-in. Aggregate <br /> Base Course Type A $ 34.00 $ 47,600.00 <br /> 960 S.Y. Pavement Removal and Replacement - 6-in. Aggregate <br /> Surface Course Type A $ 4.25 $ 4,080.00 <br /> 50 S.Y. Pavement Removal and Replacement - 6-in. P.C. �'� <br /> Concrete $ 39.50 $ 1,975.00 '� <br /> 10,000 Gal. Bituminous �faterials - Prime eoat <br /> $ 1.25 $ 12,500.00 <br /> 27,000 GaI. Bituminous Materials - Cover and Seal Coats $ 1,25 $ 33,750.00 <br /> 1,250 Ton Cover Coat A.�gregate and Seal Coat Aggregate $ 13.00 $ 16,250.00 <br /> 1 Lump Land Elearing <br /> $13,550 .00 $ 13,550.00 <br /> 380 C.Y. Temporary Surface over Trench <br /> $ 11.00 $ 4,180.00 <br /> 7 Ea. Water Main Taps $ 53. 75 $ 376.25 <br /> 108 Ea, 12-in. Steel End Sections $ 86.00 $ 9,288.00 <br /> 6 Ea. 15-in. Steel End 9ections $ 105.00 $ 630.00 <br /> 4 Ea. 18-in. Steel End Sections $ 135.00 $ 540.00 <br /> 2 Ea. 24-in. Steel End 9ections $ 190.00 $ 380.00 <br /> Total Estimated Construction Cost $1,120,095.75 <br /> Estimated Cost of Right-Of-Way $ 11,700.00 <br /> Court Costs, Legal Expense and all Lawful Costs of Making Assessment $ 67,205.75 <br /> Engineering - Design and Planning $ 89,326.22 <br /> Resident Engineering $ 39 ,203.35 <br /> Total Project Cost $1,327,531.07 <br />