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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : 002 <br />Date : 0607/2006 <br />User <br />RMW <br />State :Colorado <br />County :Grand <br />Site :Grand Gravel Plt <br />Agency or organization name :DMG <br />Permit or other job action :Bond Recalcu/atlon 1ror <br />Task description :Rough and Finish <br />HOURLY EQUIPMENT COST <br />Basic machine :Cat D8R Sedes II - 8SU Horsepower : 310 <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab Shift basis : 1 perday <br />Attachment no. 2 :3-shank ripper <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cost/hour : $53.92 NA <br /> Operating cosUhour : $75.29 100 <br /> Ripperap.cost/hour : $0.80 f0 <br /> Operator cosVhour : $32.53 NA <br /> Total unit cosUhour : $162.54 Total fleet cosUhour : ;182.54 <br />,;. <br />_. , <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 15,000 LCY factor : NA volume : 15,000 LCY <br /> <br />Source of estimated volume :1'thick over 1 2 acres <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Ave2ge push distance : 100 feet Material consistency : 0.80 (Cat HB) <br />Unadjusted hourly production : 852.6 LCY/hr Dozing method : 1.20 (slot) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (lshift/dayJ <br />Dry, non-cohesive Spoil pile : 0.80 (fnd-rn <br /> Push gradient : 1.33 (Cat HB) <br />Average push gradient : 15.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 7,500 feet Material weight : 0.71 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 3,250 Ibs/LCY Net corcection : 0.45 <br />Weight description <br />Gravel - Pihun <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cost : $0.424 /LCY <br />Adjusted unit production : 383.24 LCY/hr <br />Adjusted fleet production : 383.24 LCY/hr <br />Permifrab# :M-1998-019 <br />Abbreviation :none <br />Filename :M019-002 <br />Total job time : 39.14 Hours <br />Total job cost : 56,362 <br />