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2009-06-05_PERMIT FILE - C1996083A (4)
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2009-06-05_PERMIT FILE - C1996083A (4)
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Last modified
8/24/2016 3:47:20 PM
Creation date
8/11/2009 1:45:30 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
6/5/2009
Doc Name
Reclamation Cost Estimate
Section_Exhibit Name
Volume I 3.02.2 Reclamation Cost Estimate MR106
Media Type
D
Archive
Yes
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CIRCES Cost Estimatina Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: 343 State : Colorado Permit/job# : C-1996-083 <br />Date : 0610112009 County :Delta Abbreviation :none <br />User : JRS Site :Bowie No. 2 Mine Filename :C083-343 <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action :Minor Revision 106 <br />Task description :Replace Topsoil from Stockpile to Light-Use Road Extension <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D9R - 9SU (2005) Horsepower : 405 <br />Blade type : Semi-Universal <br />Attachment no. 1 : ROPS 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 : $71.49 NA <br />Operating cost/hour : $103.27 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $207.53 Total fleet cost/hour : $207.53 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 475 BCY factor : 1.250 volume : 594 LCY <br />Source of estimated volume: Division Estimate <br />Source of estimated swell factor : CAT Handbook <br />HOURLY PRODUCTION <br />Average push distance : 150 feet <br />Unadjusted hourly production : 910.5 LCY/hr <br />Material consistency description <br />Consolidated stockpile <br />Average push gradient : 5.00 % () <br />Average site altitude : 7,000 feet <br />Material weight : 2550 Ibs/LCY <br />Weight description <br />Earth - Drv packed <br />dition Correction Factors Source <br />Operator skill : 0.75 (avg.) <br />Material consistency : 1.00 (Cat HB) <br />Dozing method : 1.00 (gen.) <br />Visibility: 1.00 (avg.) <br />Job efficiency : 0.83 (_lshift/day) <br />Spoil pile : 0.80 (fnd-rt) <br />Push gradient : 0.90 (Cat HB) <br />Altitude : 1.00 (Cat HS) <br />Material weight : 0.90 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net correction : 0.41 <br />Adjusted unit production : 369.40 LCY/hr <br />Adjusted fleet production : 369.40 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 1.61 Hours <br />Unit cost : $0.562 /LCY Total job cost : $334
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