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CIRCES Cost Estimatinst Software <br />PROJECT IDENTIFICATION <br />Task # : 225 <br />Date: 04/24/2008 <br />User: JRS <br />Stale :Colorado <br />County :Delta <br />Site :Bowie No. 2 Mine <br />Permitfjob# : C-1996-083 <br />Abbreviation :none , <br />Filename : C083-225 <br />Agency or organization name :Colorado Division 0/Minerals And <br />Permit or other job action :Minor Revision 65 <br />Task description :Replace Topsoil from Sfoc <br />HOURLY EQUIPMENT COST <br />to Road <br />Basic machine :Cat D9R - 9SU <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :3-shank ripper <br />Horsepower: 405 <br />i Shift basis : 1 per day <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cost/hour : $56.94 NA <br />Operating cosUhour : $104.98 100 <br />Ripper op. cosUhour : $0.00 0 <br />Operator cosUhour : $32.53 ~ NA <br />Total unit cost/hour : $194.45 Total fleet wsUhour : $194.45 <br /> <br /> <br />MATERIAL QUANTITIES I <br />~ <br />Initial Swell Loose <br />volume : 120 BCY factor : 1.250 volume : ~ 150 LCY <br />Source of estimated volume :Division Estimate <br />Source of estimated swell factor :CAT Handbook <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Average push distance : 100 feet <br />Unadjusted hourly production : 1,243.2 LCY/hr <br />Material consistency description <br />Consolidated stockpile <br />Average push gradient <br />Average site altitude <br />Material weight <br />Weight description <br />Eadh - Drv Docked <br />5.00 % Q <br />7,300 feet <br />2, 550 Ibs/LCY <br />J08 TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cost : $0.386 /LCY <br />Operator skill <br />Matedal consistency <br />Dozing method <br />Visibility <br />Job efficiency <br />Spoil pile <br />Push gradient <br />Altitude <br />Material weight <br />Blade type <br />Net correction <br />Adjusted unit production <br />Adjusted fleet production <br />Total job time <br />Total job cost <br />0.75 <br />' 1,00 <br />1,00 <br />1.00 <br />0.83 <br />0.80 <br />0.90 <br />1.00 <br />10.90 <br />1.00 <br />0.41 <br />504.38 LCY/hr <br />504.38 Lcvmr <br />0.30 Hours <br />I $58 <br />