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C{RCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : 051 <br />Date : 04/05/2006 <br />User: JRS <br />State :Colorado <br />County :Delta <br />Site :Sanborn Creak Mine <br />Permitlob# : C-81-022 <br />Abbreviation :none <br />Filename : C022-051 <br />Agency or organization name :Colorado Division Of Minerals And Geology <br />Permit or other job action :2006 Midterm Review <br />Task description :Remove Upper Hubbard Creek Sediment Pond <br />HOURLY EQUIPMENT COST <br />Cost Breakdown <br />Basic machine : Cat D9R - 9SU <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :3-shank ripper <br />Ownership cosUhour <br />Operating cosUhour <br />Ripper op.cosUhour <br />Operator cosUhour <br />Total unit costlhour <br />Utilization <br />$56.94 NA <br />$104.98 100 <br />$0.00 0 <br />$32.53 NA <br />Horsepower: 405 <br />Shift basis : 1 per day <br />Data source : (CRG) <br />$194.45 Total fleet cosUhour : $583.36 <br />MATERIAL UANTITIE <br />Initial Swell Loose <br />volume : 1,968 CCY factor : 1.165 volume : 2,293 LCY <br />Source of estimated volume : TR-05; Appendix K <br />Source of estimated swell factor :CAT Handbook <br />HOURLY PRODUCTION <br />Average push distance : 50 feet <br />Unadjusted hourly production : 2,110.5 LCY/hr <br />Material consistency description <br />Cnmoacted fill or embankment <br />Average push gradient : 10.00 % (pos) <br />Average site altitude : 6,400 feet <br />Material weight : 2,900 Ibs/LCY <br />Weight description <br />nnrmm~ncPri mck - 50% Rock. 50% Earth <br />JOB TIME AND COST <br />Fleet size : 3 Dozers) <br />Unit cost : $0.330 /LCY <br />Operator skill : 0.75 <br />Material wnsistency : 0.90 <br />Dozing method : 1.00 <br />Visibility : 1.00 <br />Job efficiency : 0.83 <br />Spoil pile : 0.80 <br />Push gradient: 0.79 <br />Altitude : 1.00 <br />Material weight : 0.79 <br />Blade type : 1.00 <br />Net correction : 0.28 <br />Adjusted unit production : 590.04 <br />Adjusted fleet production : 1,770.11 <br />Total job time : 1.30 <br />Total job cost : $756 <br />Source <br />LCY/hr <br />LCY/hr <br />Hours <br />