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Agency or organization name : CDRMS <br />Permit or other job action : Regrade mud pits associated with MR-212 <br />Task description :Replace topsoil from stockpile to light use roads from MRs and TRs <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D9R - 9SU (2005) Horsepower : 405 <br />Blade type : Semi-Universal <br />Attachment no. i : ROTS Cab Shift basis : 1 per day <br />Attachment no. 2:3-shank ripper <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $72.92 NA <br />Operating cost/hour : $98.84 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $204.53 Total fleet cost/hour : $818.13 <br />xx: <br />........................ <br />MATERIAL QUANTITIES ...... <br />Initial Swell Loose <br />volume : 23,600 CCY factor : 1.125 volume : 26,550 LCY <br /> <br />Source of estimated volume: Division estimate <br />Source of estimated swell factor : CAT Handbook <br /> <br /> <br />........_...._...._.......... <br />.......... <br />HOURLY PRODUCTION Job Condition Correction Factors <br />..:,::.: ::.. <br /> <br />Source <br />Average push distance : 200 feet <br />Unadjusted hourly production : 700.0 LCY/hr <br />Material consistency description <br />Consolidated stockpile <br />Average push gradient : 5.00 % (1 <br />Average site altitude : 7,900 feet <br />Material weight : 2,550 Ibs/LCY <br />Weight description <br />Earth - Drv packed <br />JOB TIME AND COST <br />Fleet size : 4 Dozer(s) <br />Operator skill : 0.75 <br />Material consistency : 1.00 <br />Dozing method : 1.00 <br />Visibility : 1.00 <br />Job efficiency : 0.83 <br />Spoil pile : 0.80 <br />Push gradient : 0.90 <br />Altitude : 0.95 <br />Material weight : 0.90 <br />Blade type : 1.00 <br />Net correction : 0.39 <br />(Cat HB) <br />(gen.) <br />(avg.) <br />(1 shift/da) <br />(fnd-o <br />(Cat HB) <br />(Cat HB) <br />(Cat HB) <br />Adjusted unit production : 269.80 LCY/hr <br />Adjusted fleet production : 1,079.18 LCY/hr <br />Total job time : 24.60 Hours <br />Unit cost : $0.758 /LCY Total job cost : $20,128 '