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Agency or organization name: DRMS <br />Permit or other job action : SI-02 <br />Task description :Final Reclamation Cost Update - <br /> <br />r,.7- qv-W4 1 <br />HOURLY EQUIPMENT COST <br /> Basic machine : Cat D8R Series /I - 8SU (200! Horsepower : 310 <br /> Blade type : Semi-Universal <br /> Attachment no. 1 : ROPS Cab Shiftbasis : 1 per day <br /> Attachment no. 2 :NA <br /> Data source: (CRG) <br /> Utilization % - <br />Cost Breakdown : Ownership cost/hour : $46.56 NA <br /> Operating cost/hour : $76.01 100 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost/hour : $38.54 NA <br /> Total unit cost/hour : $161.10 Total fleet cost/hour : $161.10 <br /> <br />X: X <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />488 BCY factor : 1.180 volume : <br />volume : 3 4,116 LCY <br />, <br />Source of estimated volume :Approx. 275 linear feet and 15 foot aproximate height of highwa/l <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 : 60 feet Material consistency : 0.90 (Cat HB) <br />Unadjusted hourly production : 1,246.9 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (lshift/day) <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-ro <br /> Push gradient : 1.33 (Cat HB) <br />Average push gradient : 15.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 5,100 feet Material weight : 696 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 400 Ibs/LCY <br />2 Net correction : 0.57 <br /> , <br />Weight description : <br />Clay and gravel - Dry Adjusted unit production : 711.55 LCY/hr <br /> Adjusted fleet production : 711.55 LCY/hr <br /> <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 5.78 Hours <br />Unit cost : $0.226 /LCY Total job cost : $932 <br /> X X: