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CfRCES Cost Estimating Software <br />Task # : 04c <br />Date : 01/30/2003 <br />User : GRM <br />State :Colorado <br />County :Mesa <br />Site : D Road Gravel Pit <br />Utilization <br />Loose <br />NA volume: 2,656 LCY <br />Agency or organization name : DMG <br />Permit or otherjob action :final reclamation costs estimate <br />Task description :spread topsoil over established slope and areas in "C" <br />HOURLY EQUIPMENT COST <br />Cost Breakdown <br />MATERIAL QUANTITIES <br />Initial <br />volume : 2,656 <br />Basic machine :Cat D8R Senes 11- 8SU Horsepower : 310 <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab Shift basis : 1 perday <br />Attachmentno.2:NA <br />Ownership cosUhour <br />Operating cost/hour <br />Ripper op. cost/hour <br />Operator cost/hour <br />Total unit cost/haur <br />LCY <br />Swell <br />factor <br />Source of estimated volume :accepted topsoil volume from application <br />Source of estimated swell factor : NA <br />Ave2ge push distance : 50 feet <br />Unadjusted hourly production : 1,400.0 LCY/hr <br />Material consistency description <br />Loose stockpile <br />Average push gradient <br />Average site altitude <br />Material weight <br />Weight description <br />Top Soil <br />7.00 °/, (~ <br />4,600 feet <br />1, B00 Ibs/LCY <br />$44.24 NA <br />$63.93 100 <br />$0.00 NA <br />$30.65 NA <br />$138.82 TotalfleetcosUhour <br />Permitljob# : M-2002-045 <br />Abbreviation :none <br />Filename : M045-04c <br />Operator skill : 0.75 <br />Material consistency : 1.20 <br />Dozing method : 1.00 <br />Visibility : 1.00 <br />Job efficiency : 0.83 <br />Spoil pile : 0.80 <br />Push gradient : 1.16 <br />Altitude : 1.00 <br />Material weight : 1.44 <br />Blade type : 1.00 <br />Net correction : 1.00 <br />Adjusted unit production <br />Adjusted fleet production <br />1394.82 <br />1,394.82 <br />$138.82 <br />Source <br />LCY/hr <br />LCY/hr <br />Fleet size : 1 Dozers) Total job time : 1.90 Hours <br />Unit cost : $0.100 /LCY Total job cost : $264 <br />Data source : (CRG) <br /> <br />