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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : 002 <br />Date : 05/26/2005 <br />User : GRS <br />State :Colorado <br />County :Moffat <br />Site :Moon Pit #2 <br />Permitfjob# : M-1977-443 <br />Abbreviation :none <br />Filename :M443-002 <br />Agency or organization name :Colorado Omg <br />Permit or other job action :Recalculate Bond <br />task description :Push overburden over <br />HOURLY EQUIPMENT COST <br />to 3:1 <br />Basic machine :Cat D8R Series 11 - 8SU Horsepower : 310 <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab Shift basis : 1 perday <br />Attachmentno.2:NA <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $44.24 NA <br />OperatingcosUhour : $61.43 100 <br />Ripper op. cost/hour : $0.00 NA <br />Operator cosUhour : $24.01 NA <br />Total unit cosUhour : $129.68 Total fleet cosUhour : $129.68 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 8,000 BCY factor : 1.120 volume : 8,960 LCY <br />Source of estimated volume :Permit <br />5oures of estimated swell factor :NA <br />~,:. ~ ~ : ~ ~ .: 1i .,~:: <br /> <br />HOURLY PRODUCTION .. .. ..~ .., :.~: .. .. <br /> <br />Job Condition Corcection Factors <br />,. <br />... <br />Source <br />Average push distance : 100 feet <br />Unadjusted hourly production : 852.6 LCY/hr <br />Material consistency description <br />or <br />Average push gradient : 10.00 % (r <br />Average site altitude : 4,000 feet <br />Material weight : 3,250 Ibs/LCY <br />Weight description <br />Gravel - Pitrun <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cost : $0.391 1LCY <br />Operator skill : 0.75 <br />Material consistency : 0.90 <br />Dozing method : 1.00 <br />Visibility : 1.00 <br />Job efficiency : 0.83 <br />Spoil pile : 0.80 <br />Push gradient: 1.22 <br />Altitude : 1.00 <br />Material weight : 0.71 <br />Blade type : 1.00 <br />Net wrrection : 0.39 <br />Adjusted unit production : 331.28 LCY/hr <br />Adjusted fleet production : 331.28 LCY/hr <br />Total job time : 27.05 Hours <br />Total job cost : $3,507 <br />