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2009-06-18_PERMIT FILE - C1981018A
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2009-06-18_PERMIT FILE - C1981018A
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Entry Properties
Last modified
8/24/2016 3:47:55 PM
Creation date
8/13/2009 1:59:20 PM
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Template:
DRMS Permit Index
Permit No
C1981018A
IBM Index Class Name
Permit File
Doc Date
6/18/2009
Doc Name
Reclamation Cost Estimate
Section_Exhibit Name
Illustration 47
Media Type
D
Archive
Yes
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• PROJECT IDENTIFICATION <br />CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />Task #: 062 State : Colorado <br />Date : 0112712009 County: Rio Blanco <br />User : JDM Site : Deserado Mine <br />Permit/job# : C-1981-018 <br />Abbreviation :none <br />Filename : C018-062 <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action : Renewal 5 ------- - - <br />Task description : Regrade Pond RP-4 Area <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 <br />L J <br />volume : 2951 CCY <br />Weight description : <br />USER-PROVIDED WEIGHT DATA <br />Swell Loose <br />factor : 1.111 volume : 3,279 LCY <br />Source of estimated volume : Permit Volume IV <br />Source of estimated swell factor :Operator Study <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 200 feet Material consistency : 0.95 (Used_. <br />Unadjusted hourly production : 700.0 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shif1day) <br />User provided factor Spoil pile : 0.93 (user) <br />_ Push gradient : 1.00 (Cat HB)_ <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 5,300 feet Material weight : 0.84 (user) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : Z 743 Ibs/LCY Net correction : 0.46 <br />JOB TIME AND COST <br />Adjusted unit production : 322.69 LCY/hr <br />Adjusted fleet production : 322.69 LCY/hr <br />Fleet size : 1 Dozer(s) <br />Unit cost : $0.643 /LCY <br />Total job time : 10.16 Hours <br />Total job cost : $2,109
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