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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : 002 <br />Date : 04/17/2006 <br />User : BMK <br />State :Colorado <br />County : Huerlano <br />Site : PoNs Pit <br />Permit/job# : M-2006013 <br />Abbreviation :none <br />Filename : M013-002 <br />Agency or organization name :OMG <br />Permit or other job action :NEW APPLICATION <br />Task description :APPLY 61NCHES OF TOP SOIL <br />HOURLY EQUIPMENT COST <br />Basic machine :Cat D8R Series ll <br />Blade type :Semi-Universal <br />Attachment no. 1 : ROPS Cab <br />Attachment no, 2 :1-shank ripper <br />Shift basis : 1 per day <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership wsUhour : $54.80 NA <br />OperatingcosUhour : $75.29 100 <br />Ripper op. cost/hour : $2.54 25 <br />Operator cosUhour : $32.53 NA <br />Total unit cosf/hour : $165.16 Total fleet casUhour : x165.16 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 13,713 CCY factor : 1.125 volume : 15,427 LCY <br />Spume of estimated volume :EXHIBIT L <br />Source of estimated swell factor :EXHIIT L <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Average push distance : 250 feet <br />Unadjusted howdy production : 3778 LCY/hr <br />Material consistency description <br />Compacted fill or embankment <br />Average push gradient : 2.00 % (peg) <br />Average site altitude : 5,500 feet <br />Material weight : 2,650 Ibs/LCY <br />Weight description <br />Decomposed rock - 25°ti Rack, 75% Earllr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cast : $0.895 /LCY <br />8SU Horsepower : 310 <br />Operator skill : 0.75 <br />Material consistency : 0.90 <br />Dozing method : 1.20 <br />Visibility : 1.00 <br />Jab efficiency : 0.83 <br />Spoil pile : 0.80 <br />Push gradient : 1.05 <br />Altitude : 1.00 <br />Material weight : 0.87 <br />Blade type : 1.00 <br />Net correction : 0.49 <br />Adjusted unit production : 184.46 LCY/hr <br />Adjusted Fleet production : 184.46 LCY/hr <br />Total job time : 83.64 Hours <br />Total job cost : x13,813 <br />