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Wewers Road / Hardware Hank Drainage Study <br />CostEstimate <br />Alternate 1 wo Storm Sewer to Wewers Road <br />PLANNED UNIT <br />TOTAL <br />nEM NO. DESCRIPTION <br />QUAN= <br />UNIT <br />PRICE <br />2021.501, <br />Mobilization, 5% max <br />1.00 <br />LS <br />300.00 <br />300-00 <br />21,01.502 <br />Cleariong <br />1.00 <br />TREE <br />100.00 <br />100-00 <br />2101,.507 <br />Grubbing <br />10-00 <br />7REE <br />100.00 <br />100.00 <br />2503.541, <br />1,2w R.0 Pipe, a 5 <br />150.00 <br />FOOT <br />25.00 <br />3t750-00 <br />25061.511 <br />Construct catch basm" 27" <br />3,00 <br />FOOT <br />125-00 <br />375.00 <br />2506.516 <br />Catch basin casting <br />1-00 <br />EACH <br />300.00 <br />300.00 <br />3149.200, <br />Break M*to structure <br />1'.00 <br />EACH <br />350.00 <br />350.00 <br />2575.505 <br />Soddling With 4� topsoil <br />1,70.00 <br />SQ YD <br />2.00 <br />340.00 <br />21,04.523 <br />Salvage & reconstruct garden <br />1.00 <br />EACH <br />11000.00 <br />1000.00 <br />1,0% Contingency 661.50 <br />Subtotal 79276.50 <br />15% Eingineening 11091,.48 <br />Subtotal 81367-98 <br />Easemein t(SI.50/Fl) 29250.00 <br />Subtotal 102617.98 <br />8% C.Apitalization 849.44 <br />Total $114671.,41 <br />