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<br />EXHIBIT "J" <br />STEEL PIPE <br /> <br />ESTIMATE OF COST <br />March 16, 1988 <br /> <br />Project: Greeley and Loveland Irrigation Company - Lake Loveland <br />Outlet Tube <br />Project No.: 5011 Estimated By: AFU Checked By: <br />Price Quotes: 'ThOmpson Steel, Winograds, Gracon, Quirk,and <br />LeDoux <br /> <br />Item <br /> <br />1. <br />2. <br />3. <br />4. <br /> <br />5. <br />6. <br />7. <br />8. <br /> <br />9, <br /> <br />10. <br /> <br />11. <br /> <br />12. <br /> <br />13. <br />14, <br /> <br />Description <br /> <br />Earthwork Excavation <br />Earthwork Backfill <br />Riprap with Bedding <br />Tunnel lining - Steel <br />Pipe <br />Air Vent - 6" PVC <br />Control Tube - 4" PVC <br />Outlet Structure <br />Rehabilitation of <br />Control Structure <br />Remove and salvage <br />existing gates and <br />appurtenances <br />Backfill existing gate <br />shaft <br />Remove and reconstruct <br />Highway 34 section over <br />gate shaft <br />30"x30" Sluice Gates com- <br />plete with Hydraulic <br />Cylinders <br />Gauge Rod <br />Mobilization, Cleanup, <br />and Miscellaneous <br /> <br />10% Contingencies <br />Subtotal <br />15% Engineering <br />TOTAL <br /> <br />Quantity <br /> <br />1,500 <br />400 <br />200 <br />1,140 <br /> <br />360 <br />360 <br />no <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />2 <br /> <br />360 <br />1 <br /> <br />Unit <br /> <br />c.y, <br />c.y. <br />c.y. <br />1.f. <br /> <br />1.f. <br />1.f. <br />c.y. <br />1.s. <br /> <br />1.s. <br /> <br />los, <br /> <br />1.s. <br /> <br />each <br /> <br />ft. <br />1.s. <br /> <br />Unit <br />Cost <br /> <br />10 <br />15 <br />12 <br />265 <br /> <br />10 <br />8 <br />250 <br />3,000 <br /> <br />10,000 <br /> <br />4,000 <br /> <br />2,000 <br /> <br />18,000 <br /> <br />30 <br />16,000 <br /> <br />Total <br />Cost <br /> <br />15,000 <br />6,000 <br />2,400 <br />302,100 <br /> <br />3,600 <br />2,880 <br />27,500 <br />3,000 <br /> <br />10,000 <br /> <br />4,000 <br /> <br />2,000 <br /> <br />36,000 <br /> <br />10,800 <br />16,000 <br /> <br />441,280 <br />44,128 <br />485,408 <br />72,811 <br />$558,219 <br />