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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 from stockpile to roads and powerpoles 9-17 <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 Shift basis : 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 /> <br />::......... <br />MATERIAL QUANTITIES ............................................................................................... . <br />Initial Swell Loose <br />volume : 412 BCY factor : 1.250 volume : 515 LCY <br /> <br />Source of estimated volume :Page 2.05-53 <br />Source of estimated swell factor : CAT Handbook <br /> <br /> <br />HOURLY PRODUCTION .... <br />Job Condition Correction Factors ............................. ::::::Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 50 feet Material consistency : 1.00 (Cat HB) <br />Unadjusted hourly production : 2,110.5 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shiff1day) <br />Consolidated stockpile Spoil pile : 0.80 (fnd-rf <br /> Push gradient : 1.05 (Cat HB) <br />Average push gradient : 2.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,700 feet Material weight : 0.90 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,550 Ibs/LCY Net correction : 0.47 <br />Weight description <br />Earth - Dry packed Adjusted unit production : 991.51 LCY/hr <br /> Adjusted fleet production : 3,966.05 LCY/hr <br /> ' <br />JOB TIME AND COST xxxxx <br />Fleet size : 4 Dozer(s) Total job time : 0.13 Hours <br />Unit cost : $0.206 /LCY Total job cost : $106 <br />