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Agency or organization name : CDRMS <br />Permit or other job action :Permit Renewal RN-05 <br />Task description : Replace topsoil from stockpile to light-use roads approved in MR-306 <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 : $204.53 <br />..::X........::: <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 2,000 <br />BCY factor 1.250 volume : 2,500 LCY <br />Source of estimated volume : Division estimate based on MR-306 submittal <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 : 200 feet Material consistency : 1.00 (Cat HB) <br />Unadjusted hourly production : 700.0 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1 shiff/day) <br />Consolidated stockpile Spoil pile : 0.80 (fnd-rf) <br /> Push gradient : 0.83 (Cat HB) <br />Average push gradient : 8.00 % (pos) Altitude : 0.95 (Cat HB) <br />Average site altitude : 7,750 feet Material weight : 0.90 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,550 Ibs/LCY Net correction : 0.36 <br />Weight description <br />Earth - Drv packed <br /> <br />Adjusted unit production <br />Adjusted fleet production <br />249.04 <br />249.04 <br />LCY/hr <br />LCY/h r <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 10.04 Hours <br />Unit cost : $0.821 /LCY Total job cost : $2,053 <br />