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Agency or organization name : Colorado Division Of Mining, Reclamation And Safety <br />Permit or other job action :Permit Renewal RN-05 <br />Task description : Replace topsoil from stockpile to pads, mudpits, and roads <br />................ <br />............ . <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 : $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 />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 2,759 BCY factor : 1.250 volume : 3,449 LCY <br /> <br />Source of estimated volume : MR-125 <br />Source of estimated swell factor : CAT Handbook <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 125 feet Material consistency : 1.00 (Cat HB) <br />Unadjusted hourly production : 1,055.6 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-ro <br /> Push gradient : 0.83 (Cat HB) <br />Average push gradient : 8.00 % (pos) Altitude : 0.95 (Cat HB) <br />Average site altitude : 7,700 feet Material weight: 0.87 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,650 Ibs/LCY Net correction : 0.34 <br />Weight description : <br />Decomposed rock - 25% Rock, 75% Earth Adjusted unit production : 361.39 LCY/hr <br /> Adjusted fleet production : 1,445.54 LCY/hr <br /> <br />JOB TIME AND COST ......... . <br />Fleet size : 4 Dozer(s) Total job time : 2.39 Hours <br />Unit cost : $0.566 /LCY Total job cost : $1,952 <br />