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Agency or organization name : CDRMS <br />Permit or other job action : Regrade mud pits associated with MR-212 <br />Task description : Replace topsoil on pads and roads from MR-267, 270, 273, and 275 <br />..........................;:.;;:.::::.:::::::::::::::::: :::::::::::::::::::::::::::::::::..::::::::::::::::......................................................................................... .... . <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D9R - 9SU (2005) Horsepower : 405 <br />Blade type : Semi-Universal <br />Attachment no. 1 : ROPS Cab Shiftbasis : 1 per day <br />Attachment no. 2:3-shank ripper <br />Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $72.92 NA <br />Operating cost/hour : $98.84 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $204.53 Total fleet cost/hour : $818.13 <br />.. I .....................::.::::::.:................................................................................................. <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 19,365 CCY factor : 1.125 volume : 21,786 LCY <br />Source of estimated volume: MR ApplicationslDivision estimate <br />Source of estimated swell factor : CAT Handbook <br /> <br /> <br />.._..._...................... ...... _. ..._;::,;;;...... _.......... ... <br />.. ._.._ .................... <br />HOURLY PRODUCTION Job Condition Correction Factors <br />:<;.;:° ::::.. <br />Source <br /> Operator skill : 0.75 (avg.) <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 />Earth - Dry packed <br />0.00 % (pos) <br />7.000 feet <br />2,550 Ibs/LCY <br />Material consistency : 1.00 <br />Dozing method : 1.00 <br />Visibility : 1.00 <br />Job efficiency : 0.83 <br />Spoil pile : 0.80 <br />Push gradient : 1.00 <br />Altitude : 1.00 <br />Material weight : 0.90 <br />Blade type : 1.00 <br />Net correction : 0.45 <br />Adjusted unit production <br />Adjusted fleet production <br />558.21 <br />2,232.86 <br />(1 shif Ida) <br />(fnd-rt) <br />(Cat HB) <br />(Cat HB) <br />LCY/h r <br />LCY/hr <br />JOB TIME AND COST <br />Fleet size : 4 Dozer(s) Total job time : 9.75 Hours <br />Unit cost : $0.366 /LCY Total job cost : $7,982