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CIRCES Cost Estimating Software <br /> BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : 001 State :Colorado PermiUjob# : M-1976-020 <br />Date : 04/17/2002 County : La Plata Abbreviation :none <br />User : WHE Site : Thomas Pit Filename : M020.001 <br />Agency or organization name : DMG <br />Permit or other job action : AM-Ol <br />Task description :River bank slope reduction from 1H: iV to 2H:1V <br />HOURLY EQUIPMENT COST <br />Basic machine : Cal 08R - 8SU <br />Blade type : Semi-Universal <br />Attachment no. 1 : ROPS Cab <br />Attachment no. 2 : 3-shank upper <br />Cost Breakdown <br />MATERIAL QUANTITIES <br />Initial <br /> Utilization <br />Ownership costlhour : $49.50 NA <br />Operating cost/hour : $65.98 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cosUhour : $27.99 NA <br />Total unit costJhour : $143.48 Total fleet cosVhour <br /> <br />volume: 3,208 LCY <br />Swell Loose <br />factor: NA volume: 3,208 <br />Source of estimated volume :Exhibit <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION <br />Average push distance : 50 feet <br />Unadjusted hourly production : 1,400.0 LCYIhr <br />Material consistency description <br />Compacted fill or embankment <br />Average push gradient : 15.00 % (~ <br />Average site altitude : 6,700 feet <br />Material weight : 2, 900 Ibs/LCY <br />Weight description <br />Sand and gravel - Drv <br />JOB TIME AND COST <br />Fleet size <br />Unit cost <br />Operator skill : 0.75 <br />Material consistency : 0.90 <br />Dozing method : 1.00 <br />Visibility : 1.00 <br />Job efficiency : 0.83 <br />Spoil pile : 0.80 <br />Push gradient : 1.33 <br />Altitude : 1.00 <br />Material weight : 0.79 <br />Blade type : 1.00 <br />Net correction : 0.47 <br />Reclamation Plan <br />Adjusted unit production <br />Adjusted fleet production <br />1 Dozers) <br />$0.217 /LCY <br />Horsepower: 305 <br />Shift basis : 1 per day <br />Data source: (CRG) <br />$143.48 <br />LCY <br />Source <br />661.17 LCY/hr <br />661.17 LCYlhr <br />Total job time <br />Total job cost <br />4.85 Hours <br />$696 <br />