O-1984-1168-A (2) - Laserfiche WebLink

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. . ,A,CME Trucking Cost Estimate 4 Going down the N PSt 60 ft UE as shown on the 1996 TC&B drawing and going to and through the site Contractor Installed 3 other businesses could tie onto new line Available reimbursement = $6641.50 Item Quantity Unit Unit Price Total 8-inch C-900 water line 1540 LF $ 10.00 $ 15,400.00 6-inch SDR26 1740 LF $ 17.80 $ 30,972.00 6-inch dry bore 100 LF $ 114.00 $ 12,400.00 8-inch dry bore 100 LF $ 133.00 $ 14,300.00 Fire Hydrant 1 EA $ 1,500.00 $ 1,500.00 Sanitary Sewer Manhole 5 EA $ 2,000,00 $ 10,000.00 Trench Safety 3080 LF $ 0.25 $ 770.00 subtotal $ 84,572.00 15% contingency $ 12,685.80 total $ 97,257.80 Gravity Sanitary Sewer flow is assumed. If impossible, 4 inch force main would be needed and total cost would be: Item 8-inch C-900 water line 4-inch SDR26 4-inch dry bore 8-inch dry bore Fire Hydrant Easement (PPG) - 16 ft wide Easement (RR) - 16 ft wide Easement (HCFCD) -16 ftwide Surveyor Costs Trench Safety Lift Station Quantity 1540 1740 110 120 1 0.1425 0.0852 0.0705 1 3080 1 Unit LF LF LF LF EA AC AC AC LS LF LS $ $ $ $ $ $ $ $ $ $ $ Unit Price 5.00 $ 9.26 $ 95.00 $ 133.00 $ 1,500.00 $ 5,000.00 $ 5,000.00 $ 5,000.00 $ 2,000,00 $ 0.25 $ 30,000.00 $ Total 7,700.00 16,112.40 11,450.00 16,960.00 1,500.00 712.50 426,00 352.50 2,000.00 770.00 30,000.00 subtotal 15% contingency total $ 87,983.40 $ 13,197.51 $101,180,91