Laserfiche WebLink
<br />. <br /> <br />-- <br /> <br />ACME Trucking <br />Cost Estimate 3 <br />Going down the N P St 60 ft UE as shown on the 1996 TC&B drawing and going to and through the site <br />City Installed <br />3 other businesses could tie onto new line <br /> <br />Item Quantity Unit Unit Price Total <br />8-inch C-900 water line 1540 LF $ 5.00 $ 7,700.00 <br />6-inch SDR26 1740 LF $ 8.90 $ 15,486.00 <br />6-inch dry bore 100 LF $ 114.00 $12,400.00 <br />8-inch dry bore 100 LF $ 133.00 $14,300.00 <br />Fire Hydrant 1 EA $ 1,500.00 $ 1,500.00 <br />Sanitary Sewer Manhole 5 EA $ 2,000.00 $10,000.00 <br />Trench Safety 3080 LF $ .0.25 $ 770.00 <br /> subtotal $62,156.00 <br /> 15% contingency $ 9,323.40 <br /> total $ 71,479.40 <br /> <br />Gravity Sanitary Sewer flow is assumed. If impossible, 4 inch force main would be needed and total cost <br />would be: <br /> <br />Item Quantity Unit Unit Price Total <br />8-inch C-900 water line 1540 LF $ 5.00 $ 7,700.00 <br />4-inch SDR26 1740 LF $ 4.63 $ 8,056.20 <br />4-inch dry bore 110 LF $ 95.00 $11,450.00 <br />8-inch dry bore 120 LF $ 133.00 $ 16,960.00 <br />Fire Hydrant 1 EA $ 1,500.00 $ 1,500.00 <br />Easement (PPG) -16 ft wide 0.1425 AC $ 5,000.00 $ 712.50 <br />Easement (RR) - 16 ft wide 0,0852 AC $ 5,000.00 $ 426.00 <br />Easement (HCFCD) - 16 ft wide 0.0705 AC $ 5,000.00 $ 352.50 <br />Surveyor Costs 1 LS $ 2,000,00 $ 2,000,00 <br />Trench Safety 3080 LF $ 0.25 $ 770.00 <br />Lift Station 1 LS $ 30,000.00 $ 30,000.00 <br /> subtotal $ 79,927.20 <br /> 15% contingency $11,989,08 <br /> total $ 91,916.28 <br />