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2010-05-07_APPLICATION CORRESPONDENCE - C2009087
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2010-05-07_APPLICATION CORRESPONDENCE - C2009087
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Last modified
8/24/2016 4:11:35 PM
Creation date
5/10/2010 10:04:45 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2009087
IBM Index Class Name
APPLICATION CORRESPONDENCE
Doc Date
5/7/2010
Doc Name
Revised Reclamation Cost Estimate (Memo)
From
Janet Binns
To
Tom Kaldenbach
Email Name
TAK
JHB
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: 024 State : Colorado Permit/job# : C2009-087 <br />Date : 0310512010 County:Routt Abbreviation :none <br />User: JHB Site : Peabody Sage Creek Mine Filename : C087-024 <br />Agency or organization name: Division Of Reclamation, Mining And Safety <br />Permit or other job action :New application <br />Task description :Regrade Haulroad B reduction <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D9R - 9SU (2005) Horsepower : 405 <br />Blade type : Semi-Universal <br />Attachment no. 1 :BOPS Cab Shift basis : 1 per day <br />Attachment no. 2:3-shank ripper <br /> Data source : (CRG) <br />Utilization % <br />Cost Breakdown : Ownership cost/hour : $67.77 NA <br />Operating cost/hour : $95.29 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $38.54 NA <br />Total unit cost/hour : $201.60 Total fleet cost/hour : $201.60 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 9,509 CCY factor : 1.165 volume : 11,078 LCY <br />Source of estimated volume: Map 2.05.3 M1B <br />Source of estimated swell factor : Caterpillar Handbook 40th edition <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Operator skill : 0.75 (avg.) <br />Average push distance : 250 feet Material consistency : 1.10 (Cat HB) <br />Unadjusted hourly production : 546.0 LCY/hr Dozing method : 1.00 (gen.) <br />Visibility: 1.00 (a vg.) <br />Material consistency description : Job efficiency : 0.83 (1shift/day) <br />Partly consolidated stockpile Spoil pile : 0.70 (fnd-mi) <br />Push gradient : 1.00 (Cat HB) <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,600 feet Material weight : 0.79 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Material weight : 2,900 Ibs/LCY Net correction : 0.38 <br />Weight description : <br />Decomposed rock - 50% Rock, 50% Earth Adjusted unit production : 207.49 LCY/hr <br />Adjusted fleet production : 207.49 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 53.39 Hours <br />Unit cost : $0.972 /LCY Total job cost : $10,763
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