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CIRCES Cost Estimating Software <br />PUMPING WORK <br />PROJECT IDENTIFICATION <br />Task no 002 State Colorado Permit/job no M -2009 -018 <br />Date 111252009 County Weld Abbreviation none <br />User MAC Site Heintzelman PrWect (Pit 116) Filename M018 -002 <br />Agency or organization name Colorado Division Of Reclamation, Mininy Arid Safety <br />Permit or other lob action Bond Estimate <br />Task descnption Dewaterfng Tract A <br />HOURLY EQUIPMENT CO$T <br />Description <br />Bala <br />Pump Centntugai pump - 200M. 10 in <br />Suction hose �NA <br />1 <br />Discharge hose INA <br />0 <br />Labor 1NA <br />0 <br />Cost Breakdown <br />Job Utilization <br />Ownership cost/hour S000 <br />NA <br />Operating cost/hour $702 <br />too "i <br />Operator cost/hour SO 00 <br />NA <br />Total cosithour $7 02 <br />gphlsq It <br />PUMPING QUANTITIES <br />Job shift basis 3 per day <br />Horsepower 70 <br />Weight WSTj 195 <br />Total fleet cost/hour $7,02 <br />Initial pond <br />Bala <br />Ouantrty <br />Source <br />1 <br />piser) <br />0 <br />NA <br />0 <br />NA <br />0 <br />NA <br />Job shift basis 3 per day <br />Horsepower 70 <br />Weight WSTj 195 <br />Total fleet cost/hour $7,02 <br />Initial pond <br />Conversion <br />Final pond <br />volume 916 049.700 00 <br />gallons <br />factor <br />10000 volume <br />916,049,700 <br />gallons <br />Total pond inflow surfack <br />Unit inflow rate in Total pond inflow volume <br />area NA <br />sit ft <br />gphlsq It <br />NA per hour <br />000 <br />gph <br />Source of volume estimate <br />Erhihit t. Redamah011 Costs <br />PUMPING TIME <br />Maximum pump capacity <br />70 <br />gphtpump <br />Adjusted pumping capacity <br />300.000 <br />gph <br />Estimated suction head <br />0 <br />feet <br />Initial unadjusted pumping lane <br />3 053 50 <br />hours <br />Lstunaled discharge head <br />15 <br />feet <br />Inflow during initial pumping <br />0 <br />galluns <br />Total head <br />15 <br />feel <br />Net unadjusted pumping tirne <br />3 053 50 <br />hours <br />(,i pump capacity <br />300 000 <br />qph /pump <br />Altitude adjustment factor <br />10309 <br />(3% rule) <br />Site altitude <br />4.800 <br />feet <br />Pump efficiency factor <br />10909 <br />(55 nun /hr if <br />inflow as "� of pond volume <br />NA <br />Total adjusted pumping time <br />3 434 08 <br />hours <br />J_ OB TIME AND COST <br />Total job time <br />3434.08 <br />hours <br />Unit cost <br />$0 000026 <br />pct gallon <br />Total job cost <br />$24,107 <br />