Laserfiche WebLink
CIRCES Cost Estimating Software <br />Task # : 813 <br />Date : 06/23/2005 <br />User: JHB <br />State :Colorado <br />PermiUjob# : C-1982-056 <br />Abbreviation :none <br />Filename : C056-813 <br />County : Routt <br />Site : Foidel Creek Mine <br />Agency or organization name :CDMG <br />Permit or other job action : TR-48 <br />Task description :regra <br />HOURLY EQUIPMENT COST <br />6 North Shaft access road ditches <br />Basic machine : Cat D7R Series 11 - 7SU <br />Blade type :Semi-Universal <br />Attachment no. 1 : ROPS Cab <br />Attachmentno.2 :NA <br />Horsepower: 240 <br />Shift basis : 1 per day <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $34.99 NA <br />Operating cosUhour : $48.13 100 <br />Ripper op.cosUhour : $0.00 NA <br />Operator cosUhour : $31.78 NA <br />Total unit cost/hour : $114.88 Total fleet cosUhour : $114.88 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 274 CCY factor : 1.125 volume : 308 LCY <br />Source of estimated volume :Exhibit 8X Fig.1 & 2 <br />Source of estimated swell factor : Caterpillar Handboc <br />HOURLY PRODUCTION <br />Average push distance : 50 feet <br />Unadjusted hourly production : 1,022.9 LCY/hr <br />Material consistency description <br />Comoacted fill or embankment <br />Average push gradient : 1.00 % (~ <br />Average site altitude : 6,750 feet <br />Material weight : 2,550 Ibs/LCY <br />Weight description <br />EaRh -Dry packed <br />Edition 34 <br />Operator skill <br />Material consistency <br />Dozing method <br />Visibility <br />Job efficiency <br />Spoil pile <br />Push gradient <br />Altitude <br />Material weight <br />Blade type <br />Net correction <br />Adjusted unit production <br />Adjusted fleet production <br />0.75 <br />Source <br />0.90 <br />1.00 <br />1.00 <br />0.83 <br />0.80 <br />1.02 <br />1.00 <br />0.90 <br />1.00 <br />0.41 <br />422.77 <br />422.77 <br />LCY/hr <br />LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 0.73 Hours <br />Unit cost : $0.272 /LCY Total job cost : $$4 <br />