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CIRCES Cost Estimatinst Software <br />PROJECT IDENTIFICATION <br />Task#: 04a <br />Date : 08/05/2002 <br />User : SSS <br />County :Mesa <br />Site :23 Road Pit <br />Agency or organization name : DMG <br />Permit or other job action :AM-03 <br />Task description :Finish <br />HOURLY EQUIPMENT COST <br />and recalculation of existing bond <br />r of toasoil in AM-02 area <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 />Shift basis : 1 per day <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cost/hour : $53.00 NA <br /> Operating cosUhour : $90.29 100 <br /> Ripper op. cost/hour : $0.00 0 <br /> Operator cosifiour : $30.65 NA <br /> Total unit cosUhour : $173.94 Total fleet cosUhour : $173.94 <br /> <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 3,697 LCY factor : NA volume : 3,697 LCY <br />Source of estimated volume :AM-02 calculation <br />Source of estimated swell factor :NA <br />Average push distance : 150 feet <br />Unadjusted hourly production : 910.5 LCY/hr <br />Material consistency description <br />Loose stockpile <br />Average push gradient : 5.00 % (~ <br />Average site altitude : 4,532_feet <br />Material weight : 1, 600 Ibs/LCY <br />Weight description <br />Top Soil <br />Operator skill : 0.75 <br />Matedal consistency : 1.20 <br />Dozing method : 1.00 <br />Visibility : 1.00 <br />Job efficiency : 0.83 <br />Spoil pile : 0.60 <br />Push gradient: 1.11 <br />Altitude : 1.00 <br />Material weight : 1.44 <br />Blade type : 1.00 <br />Net correction : 0.72 <br />Adjusted unit production <br />Adjusted fleet production <br />Source <br />654.09 LCY/hr <br />654.09 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 5.65 Hours <br />Unit cost : $0.266 /LCY Total job cost : $983 <br /> <br />State :Colorado <br />Permitlob# :M-1979-089 <br />Abbreviation :none <br />Filename : M089-04a <br />