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2010-03-18_REVISION - C1981022
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2010-03-18_REVISION - C1981022
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Entry Properties
Last modified
8/24/2016 4:02:01 PM
Creation date
6/9/2010 2:47:59 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981022
IBM Index Class Name
Revision
Doc Date
3/18/2010
Doc Name
Revised Cost Estimate
From
Mike Boulay
To
Jim Stark
Type & Sequence
TR65
Email Name
MPB
JRS
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: 233 State : Colorado Permitljob# : C -1981 -022 <br />Date : <br />User: <br />01/07/2010 <br />JRS <br />County : Delta <br />Site Elk Creek Mine <br />Abbreviation : none <br />Filename : CO22 -233 <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action : Technical Revision 65 - <br />Task description Regrade Light -Use Roads <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D9R - 9SU (2005) Horsepower: 405 <br />Blade type Semi - Universal <br />Attachment no. 1 : ROE'S Cab Shift basis : 1 per day <br />Attachment no. 2: 3-shank ripper <br />Average push distance : 100 feet <br />Unadjusted hourly production : 1,243.2 LCY /hr <br />Material consistency description <br />Compacted till or embankment <br />Average push gradient: 5.00 % (l <br />Average site altitude : 8,150 feet <br />Material weight: Z900 Ibs /LCY <br />Weight description : <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 />0.75 <br />0.90 <br />1.00 <br />1.00 <br />0.83 <br />0.80 <br />0.90 <br />0.95 <br />0.79 <br />1.00 <br />0.31 <br />Data source : <br />(CRG) <br />(gen.) <br />(avg.) <br />Utilization % <br />(fnd -rf) <br />Cost Breakdown : Ownership costlhour : <br />$67.77 <br />NA <br />(S /SU /U) <br />Operating cost/hour: <br />$95.29 <br />100 <br />Ripper op. costlhour : <br />$0.00 <br />0 <br />Operator cost/hour: <br />$38.54 <br />NA <br />Total unit cost/hour : <br />$201.60 <br />Total fleet costlhour : <br />$201 -60 <br />MATERIAL QUANTITIES <br />Initial Swell <br />Loose <br />volume : 13,800 CCY factor : <br />1.165 <br />volume: 16,077 <br />LCY <br />Source of estimated volume : Division Estimate <br />Source of estimated swell factor CAT Handbook <br />HOURLY PRODUCTION Job Condition Correction Factors <br />Source <br />Average push distance : 100 feet <br />Unadjusted hourly production : 1,243.2 LCY /hr <br />Material consistency description <br />Compacted till or embankment <br />Average push gradient: 5.00 % (l <br />Average site altitude : 8,150 feet <br />Material weight: Z900 Ibs /LCY <br />Weight description : <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 />0.75 <br />0.90 <br />1.00 <br />1.00 <br />0.83 <br />0.80 <br />0.90 <br />0.95 <br />0.79 <br />1.00 <br />0.31 <br />(avg.) <br />(Cat HS) <br />(gen.) <br />(avg.) <br />(1shifl1day) <br />(fnd -rf) <br />(Cat HS) <br />(Cat HB) <br />(Cat HB) <br />(S /SU /U) <br />
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