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User <br />THM <br />Site :Delta Paving Gravel Pit <br />Filename :m7uo-uza <br />Agency or organization name: DRMS <br />Permit or other job action :Final Reclamation Cost Estimate <br />Task description :Pond Inslope Highwall Reduction <br />HOURLY EQUIPMENT COST <br />Basic machine :Cat D8R Series 11- 8SU (200" Horsepower : 310 <br />Blade type : Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :NA <br />Shiftbasis : 1 per day <br />Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $50.32 NA <br /> Operating cost/hour : $77.13 100 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost/hour : $32.78 NA <br /> Total unit cost/hour : $160.22 Total fleet cost/hour : $160.22 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />253 BCY factor : <br />volume : 17 1.180 volume : 20,359 LCY <br />, <br />Source of estimated volume :Original bond calculation tasks <br />Source of estimated swell factor :CAT Handbook - - <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 75 (avg.) _ <br />Average push distance : 60 feet Material consistency : 90 (Cat HB) <br />Unadjusted hourly production : 1,246.9 LCY/hr Dozing method : 00 (gen.) <br /> Visibility : 0 <br />00 (avg.) <br />Material consistency description Job efficiency : 83 (1 shiff/day) <br />Compacted fill or embankment Spoil pile : 80 (fnd-rl) <br /> Push gradient : 52 (Cat HB) <br />Average push gradient : 25.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 4,980 feet Material weight : 0.96 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 400 Ibs/LCY <br />2 Net correction : 0.65 <br /> , <br />Weight description : <br />Clay and gravel - Dry <br />Adjusted unit production : <br />812.16 <br />LCY/hr <br /> Adjusted fleet production : 812.16 LCY/hr <br /> <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 25.07 Hours <br />Unit cost <br />: $0.197 /LCY Total job cost : $4,016 <br />" <br />,