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2010-04-09_PERMIT FILE - C1996083A (2)
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2010-04-09_PERMIT FILE - C1996083A (2)
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Last modified
8/24/2016 4:03:39 PM
Creation date
6/9/2010 4:33:13 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
4/9/2010
Doc Name
Reclamation Cost Estimate
Section_Exhibit Name
Volume I 3.02.2 Reclamation Cost Estimate MR118 (MT3)
Media Type
D
Archive
Yes
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CIRCES Cost Estimating Software <br />COMPACTION WORK <br />a a tt <br />.. <br />.c, .. „_.. _, >w..- �..�..........,. r..,...�,.sa-....�..., ,,. _......._...__... <br />PROJECT IDENTIFICATION <br />Task # : 038 State : Colorado Permit/job #: C -96 -083 <br />Date <br />User <br />02- Nov -2009 <br />JRS <br />County :Delta <br />Site Bowie No. 2 Mine <br />Abbreviation : none <br />Filename : C083 -038 <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action : 2009 Midterm Review <br />Task description: Compact Material Hauled to Gob Pile #1 <br />HOURLY EQUIPMENT COST <br />Machine description :CAT 815F <br />Compactor type : Soil - tamping foot <br />Cost Breakdown : Ownership cost/hour : <br />Operating cost/hour : <br />Operator cost/hour : <br />Total unit cost/hour : <br />MATERIAL QUANTITIES <br />Loose Shrinkage <br />$44.16 <br />$78.47 <br />$38.54 <br />$161. <br />volume: 14,349 LCY factor: 0.875 <br />volume: 12,555 CCY <br />Source of estimated volume : Total of All Material Hauled to Gob Pile _ <br />Source of estimated shrinkage factor : CAT Handbook <br />HOURLY PRODUCTION <br />Unadiusted houriv production = (W x S x L x C) / P <br />Compacted width per pass (W) : <br />6.42 <br />feet <br />Average compactor speed (S) : <br />4.00 <br />mph <br />Compacted thickness of each lift (L) : <br />8.00 <br />inches <br />Conversion constant (C) : <br />16.3 <br />(5,280 ft./12 in. /27 cu.ft.) <br />Required number of machine passes (P) : <br />3 <br />passes <br />Unadjusted hourly unit production : <br />1,116.22 <br />CCY /hr <br />Job Condition Correction Factors <br />Site altitude : 6,400 feet <br />Source <br />Altitude adjustment factor : 1.00 (Cat HB) <br />Job efficiency factor: 0.83 (1 shift/day) <br />Net job correction : 0.83 multiplier <br />Adjusted hourly unit production : 926.47 CCY /hr <br />Adjusted hourly fleet production : 926.47 CCY /hr <br />JOB TIME AND COST <br />Fleet size : 1 compactor(s) Total job time: 13.55 hours <br />Unit cost $0.174 per CCY Total job cost: $2,184 <br />Horsepower: 240 <br />Shift basis : 1 per day <br />Utilization % Data source : (CRG) <br />NA <br />100 <br />NA <br />Total fleet cost/hour : $161.17 <br />Compacted <br />
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