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Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action : Technical Revision 60 <br />Task description : Replace Topsoil from Stockpile to Bear Creek Fan Pad <br /> <br />HOURLY EQUIPMENT COST <br /> Basic machine : Cat D9R - 9SU (2005) Horsepower : 405 <br /> Blade type : Semi-Universal <br /> Attachment no. 1 :ROPS 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 : $71.49 NA <br /> Operating cost/hour : $103.27 100 <br /> Ripper op. cost/hour : $0.00 0 <br /> Operator cost/hour : $32.78 NA <br /> Total unit cost/hour : $207.53 Total fleet cost/hour : $207.53 <br /> <br />. <br /> <br />MATERIAL QUANTITIES <br />..................................................................................... <br />Initial Swell Loose <br />volume : 3,700 BCY factor : 1.250 volume : 4,625 LCY <br /> <br />Source of estimated volume Operator Estimate <br />Source of estimated swell factor : CAT Handbook <br /> <br /> <br />HOURLY PRODUCTION ........... <br />Job Condition Correction Factors . ......................... ;,:;;: <br />Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 150 feet Material consistency : 1.00 (Cat HB) <br />Unadjusted hourly production : 910.5 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift1day) <br />Consolidated stockpile Spoil pile : 0.80 (fnd-rt) <br /> Push gradient : 0.54 (Cat HB) <br />Average push gradient : 20.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,700 feet Material weight : 0.90 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,550 Ibs/LCY Net correction : 0.24 <br />Weight description <br />Earth - Dry packed Adjusted unit production : 222.73 LCY/hr <br /> Adjusted fleet production : 222.73 LCY/hr <br /> <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 20.77 Hours <br />Unit cost : $0.932 /LCY Total job cost : $4,310 <br />