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2010-01-07_REVISION - C1981022
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2010-01-07_REVISION - C1981022
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Entry Properties
Last modified
8/24/2016 3:58:25 PM
Creation date
1/8/2010 12:41:04 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981022
IBM Index Class Name
REVISION
Doc Date
1/7/2010
Doc Name
Cost Estimate
From
Jim Stark
To
Marcia Talvitie
Type & Sequence
TR65
Email Name
MLT
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : 232 State : Colorado Permit/job# : C-1981-022 <br />Date : 0110712010 County : Delta Abbreviation :none <br />User : JRS Site : Elk Creek Mine Filename : C022-232 <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 27 Drill Pads <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D9R - 9SU (2005) Horsepower : 405 <br />Blade type : Semi-Universal <br />Attachment no. 1 : BOPS Cab Shiftbasis : 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 : 27,800 C CY factor : 1.165 volume : 32,387 LCY <br /> <br />Source of estimated volume: Division Estimate <br />Source of estimated swell factor : CAT Handbook <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 150 feet Material consistency : 0.90 (Cat HB) <br />Unadjusted hourly production : 910.5 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift1day) <br />Compacted 611 or embankment Spoil pile : 0.80 (fnd-rC) <br /> Push gradient : 0.90 (Cat HB) <br />Average push gradient:- 5.00 % (pos) Altitude : 695 (Cat HB) <br />Average site altitude : 8,150 feet Material weight : 0.79 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2900 Ibs/LCY Net correction : 0.31 <br />Weight description : <br />Decomposed rock - 50% Rock, 50% Earth Adjusted unit production : 277.72 LCY/hr <br /> Adjusted fleet production : 277.72 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 116.62 Hours <br />Unit cost : $0.726 /LCY Total job cost : $23,510
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