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CIRCES Cost Estlmatina Software <br />PROJ CT 10ENTIFICATION <br />Task # : 003 <br />Date : 0TH 1!2006 <br />User : ESC <br />State :Colorado <br />County : Ladmer <br />Site:BeAhoud Sunset <br />Amount of Required Bond <br />B"-10" of So/1 over 5 acres <br />Agency or organization name :DMG <br />Permit or other job action :Reev <br />Task description :Rep <br />HOURLY EQUIPMENT CO T <br />Basic machine :Cat D8R Sedes U - 8SU <br />81ade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :1-shank ripper <br />Horsepower: 310 <br />Shift basis : 1 per day <br />Data source : (CRG) <br />Utilization <br />r'nst Breakdown : Ownership costlhour : $54.80 NA <br />OperatingcosUhour: $75.29 100 <br />Ripper op. cosUhour : $0.00 0 <br />Operator cosUhour: $32.53 NA <br />Total unit cosUhour : $162.62 Total fleet cosUhour : ;162.62 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 5,377 LCY factor : NA volume : 5,377 LCY <br />Source of estimated volume :OMG <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION <br />Average push distance : 100 feet <br />Unadjusted houdy production : 852.6 LCVIhr <br />Material consistency description <br />rinnsnlidatad stockpile <br />Average push gradient : 10.00 % (I <br />Average site altitude : 6,000 feet <br />Matedal weight <br />Weight descdpflon <br />nernmposed rock - 25% Rock <br />2,650 Ibs/LCY <br />75% Earth <br />Job Condition Correction Factors <br />Operator skill :_ <br />Material consistency :_ <br />Dozing method :` <br />Visibility <br />Jab efficiency <br />Spoil pile <br />Push gradient :~ <br />Altitude <br />Material weight :~ <br />Blade type :_ <br />Net correction <br />Fleet size : 1 Dozers) <br />Unit cost : $0.561 /LCY <br />Adjusted unit production <br />Adjusted fleet production <br />PenniUjob# : M-1994080 <br />Abbreviation :none <br />Filename :M080-003 <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 />0.79 <br />1.00 <br />0.87 <br />1.00 <br />0.34 <br />Source <br />