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CIRCES Cost Estimatirt Software <br />PROJ <br />f CATION ,,., ...+ „ <br />Task #: 00$ State :Colorado <br />Permitrob# : M--1980-17 <br />Date : 0711212006 County :Ouray <br />---- 0 <br />ser : KAp Abbreviation : none <br />User: <br />Site : Bachelor Mine (Syracuse P <br />n <br />o <br />Filename : Mm-u03 <br />Agency or organization name : Colorado Division of Minerals And Geol <br />ogy <br />Permit or other job action : bond Recalc <br />l <br />ti <br />u <br />a <br />on related to Inspection <br />Task description : Grade dump pad and slopes, for 3:1 max drai <br />nage <br />: <br />«..:.:t< <br />:...... ii] ?... <br />. .. .........a....,.t, ,:,..,.,n.... <br />• <br /> <br />HOURLY <br />EQUIPMENT C Sf .. . <br />..:......:..........?..: <br /> <br /> <br />. <br />Basic machine : Cat D7R DS Series I/- 7SU Horsepower : 240 <br />Blade type : Semi-Universal ---- <br />Attachment no. 1 :BOPS Cab <br />Shiftbasis : 1 per day <br />Attachment no. 2 :3-shank ripper <br />Data sou rce : (CRG) <br />Utilization <br />% <br />Cost Breakdown : <br />Ownership costlhour : $43 <br />17 <br />. <br />NA <br />Operating cost/hour: $55.05 100 <br />Ripper op. cost/hour : $0.00 0 <br />' <br />Operator cost/hour: <br />ost/hour : $32.53 NA <br />Total unit cost/hour: $130.76 <br />Total fleet <br /> <br /> <br />$130.76 <br />costw <br />hour. <br />MATERIAL ..:.«:: ..:•.;•<:- ..,•;•: : ...:...:...........'.......,.. _ <br />A ... <br />N <br />TI .. <br />Initial <br />Swell <br />066 Ccy Loose <br />volume : 2 <br />, <br />factor : 1.215 volume : 2,510 LCY <br />Source of estimated volume 11/01 inxpec. permit map, reclam. plan <br />Source of estimated swell factor :Cat Handb <br />k <br />oo <br />m <br />H <br />O <br />U <br />R .. <br />L <br />Y P <br />U <br />... <br />,. <br />---- Job Condition Correction <br />Factors <br /> Source <br />O <br />Average push distance : 50 feet peratorskill : 0.75 <br />(avg.) <br />022.9 LCY/hr Material consistency : 0.90 <br />Unadjusted hourly production : 1 (Cat HB) <br />, <br />Dozing method : 1.00 (gen.) <br />Material consistency description : Visibility : 1.00 (avg.) <br />Compacted Job efficiency : 0.83 <br />fill or embankment (tshlft/day) <br />Spoil pile : 0,80 (fnd-rf) <br />Average push gradient : 0.00 % (neg) Push gradient : 1,00 (Cat HB) <br />050 feet Altitude , 0-93 <br />Average site altitude : 8 (Cat HB) <br />, <br />Material weight : 0.70 (Cat NB) <br />Blade type : 1.00 <br />Material weight : 3,300 Ibs/LCY (S/SU/U) <br />Net correction : 0.29 <br />Weight description <br />Decomposed rock - 75% Rock <br />25% Earth <br />, <br />Adjusted unit production : 296.74 LCY/hr <br />Adjusted fleet production : 29 <br /> <br /> <br /> <br />::.:....... . <br />6.74 <br />LC <br />Y <br />hr <br />_ <br />JOB -...... <br />TIME. ...:,. <br />DC .. : <br /> <br /> <br />' <br />Fleet size Dozer(s) Total job time : 8.46 Hours <br />Unit cost : $0.441 /LCY <br />>:'z. Totsl job cost : $1,106 <br />l <br />Rl <br /> <br />