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2010-05-07_PERMIT FILE - C2009087A (38)
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2010-05-07_PERMIT FILE - C2009087A (38)
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Last modified
8/24/2016 4:11:41 PM
Creation date
6/3/2010 4:41:56 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C2009087A
IBM Index Class Name
Permit File
Doc Date
5/7/2010
Doc Name
Estimated Reclamation Cost
Section_Exhibit Name
Exhibit 3.02.2-E1 Estimated Reclamation Cost
Media Type
D
Archive
Yes
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CIRCES Cost Estimating Software <br />_. <br />BULLDOZER WORK <br />:= :. <br />PROJECT IDENTIFICATION <br />Task #: 080 State : Colorado Permit/job# : C2009 -087 <br />Date <br />User <br />04/08/2010 <br />JHB <br />County : Routt Abbreviation : none <br />Site Peabody Sage Creek Mine Filename: C087 -080 <br />Agency or organization name Division Of Reclamation, Mining And Safety <br />Permit or other job action : New application <br />Task description : regrade LCSS sump <br />HOURLY EQUIPMENT COST <br />Basic machine Cat D10R - 10SU (2005) <br />Horsepower: <br />570 <br />Blade type Semi - Universal <br />Attachment no. 1 : ROPS Cab <br />Shift basis : <br />1 per day <br />Attachment no. 2 : -shank ripper <br />Data source : <br />(CRG) <br />Utilization % <br />Cost Breakdown : Ownership cost/hour : $89.77 NA <br />Operating cost/hour : $128.30 100 <br />Ripper op. cost/hour : $1.48 15 <br />Operator cost/hour : $38.54 NA <br />Total unit cost/hour : $258.08 Total fleet cost/hour : <br />$258.08 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 4,163 CCY factor : 1.125 volume : <br />4,684 <br />LCY <br />Source of estimated volume Map 2.05.3 M1 2.05.3 -E2.E <br />Source of estimated swell factor : Caterpillar Handbook 40th edition <br />HOURLY PRODUCTION Job Condition Correction Factors <br />Source <br />Operator skill : <br />0.75 <br />(avg.) <br />Average push distance : 200 feet Material consistency : <br />0.90 <br />(Cat HB) <br />Unadjusted hourly production : 946.0 LCY /hr Dozing method: <br />1.00 <br />(gen.) <br />Visibility: <br />1.00 <br />(a vg.) <br />Material consistency description : Job efficiency : <br />0.83 <br />(lshift/day) <br />Compacted fill or embankment Spoil pile: <br />0.80 <br />(fnd -rf) <br />Push gradient: <br />1.00 <br />(Cat HB) <br />Average push gradient: 0.50 % (pos) Altitude : <br />1.00 <br />(Cat HB) <br />Average site altitude : 6,645 feet Material weight: <br />0.87 <br />(Cat HB) <br />Blade type : <br />1.00 <br />(S /SU /U) <br />Material weight: 2,650 Ibs /LCY Net correction : <br />0.39 <br />Weight description : <br />Decomposed rock - 25% Rock, 75% Earth Adjusted unit production : <br />367.08 <br />LCY /hr <br />Adjusted fl product : <br />367.08 <br />LCY /hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : <br />12.76 <br />Hours <br />Unit cost: $0.703 /LCY Total job cost: <br />$3,293 <br />
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