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CIRCES Cost Estimatin4 Software <br />PROJECT IDENTIFICATION <br />Task # : 003 <br />Date : 05/15/2002 <br />User : ALA <br />PermiUjob# : M-1986-159 <br />Abbreviation :none <br />Filename : M159-003 <br />Agency or organization name : DMG <br />Permit or other job action :Reclamation Bond <br />Task description :Grade 12' High <br />HOURLY EQUIPMENT-COST <br />from vertical to 3:1 <br /> Basic machine :Cat D9R - 9U Horsepower : 405 <br /> Blade type :Universal <br /> Attachment no. 1 : ROPS Cah Shift basis : 1 per day <br /> Attachment no. 2 :1-shank dpper <br /> Data source : (CRG) <br /> Utilization °k <br />Cost Breakdown : Ownership cost/hour : $55.12 NA <br /> Operatingcost/hour : $96.43 100 <br /> Ripper op.cosUhour : $2.37 20 <br /> Operator cosUhour : $27.99 NA <br /> Total unit costlhour : $181.91 Total fleet cosUhour : $181.91 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 10,000 BCY factor : 1.330 volume : 13,300 LCY <br /> <br />Source of estimated volume :estimate <br />Source of estimated swell factor :na <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 75 feet Material consistency : 0.90 (Cat HB) <br />Unadjusted hourly production : 1,600.0 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility: 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1 shift/day) <br />Compacted fill or embankment Spoil pile : 0.70 (fnd-mf) <br /> Push gradient : 1.00 (Cat HB) <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HS) <br />Average site altitude : 4,800 feet Material weight : 0.79 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Matedal weight ~ 2 900 Ibs/LCY Net correction : 0.31 <br />Weight description <br />Decomposed rock- 50% Rock, 50% Earth <br />State :Colorado <br />County :Pueblo <br />Site : CouRner Pit <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Adjusted unit production : 497.48 LCYIhr <br />Adjusted fleet production : 497.48 LCY/hr <br />Total job time : 26.73 Hours <br />Unit cost : $0.366 /LCY Total job cost : $4, 863 <br />