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2011-02-18_REVISION - P2008046
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2011-02-18_REVISION - P2008046
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Entry Properties
Last modified
6/15/2021 11:32:33 AM
Creation date
2/25/2011 1:18:06 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
P2008046
IBM Index Class Name
REVISION
Doc Date
2/18/2011
Doc Name
NOI MD approval (MD-05)
From
DRMS
To
American Shale Oil, LLC
Type & Sequence
MD5
Email Name
THM
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: 13a State :Colorado Permit/job# : P-2008-046 <br />Date : 0211512011 County : Rio Blanco Abbreviation : none <br />User : THM Site :Amso Filename :P046-13a <br />Agency or organization name : DRMS <br />Permit or other job action : Final Reclamation Cost Estimate MD-05 - --- <br />Task description : Spread topsoil over 1.5 acres HB Pad and Road <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D7R DS Series 11 - 7SU <br />Blade type : Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :NA <br />Horsepower: 240 <br />Shift basis : 1 per day <br />Data source : (CR(' 4) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $43.55 NA <br /> Operating cost/hour : $64.95 100 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost/hour : $38.54 NA <br /> Total unit cost/hour : $147.04 Total fleet cost/hour : $147.04 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 1,815 LCY factor : NA volume : 1,815 LCY <br />Source of estimated volume: Plan Submitted <br />Source of estimated swell factor : NA - --- - <br />HOURLY PRODUCTION <br />Job Condition Correction Factors <br />Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 100 feet Material consistency : 1.20 (Cat HB) <br />Unadjusted hourly production : 714.3 LCY/hr Dozing method : 1.00 _ (gen.) <br /> <br />M <br />t <br />i <br />l <br />i Visibility : 1.00 (avg.) <br />er <br />a <br />a <br />cons <br />stency description : Job efficiency : 0 <br />83 <br /> <br />L <br />t <br />k <br />il . (1shi{t/day) <br />oose s <br />oc <br />p <br />e Spoil pile : _ <br />0 <br />80 { <br />d <br /> _ . n <br />( <br />_) <br /> Push gradient : 1.00 (Cat HB) <br />Average push gradient : 0.00 % (pos) Altitude _ <br />1.00 (Cat HB) <br />Average site altitude :- 6,900 feet Material weight : _ <br />1.44 _ (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 1,600 _lbs/LCY Net correction : 0.86 <br />Weight description : - - --- <br />Top Soil _ _ Adjusted unit production : 613 <br />40 LCY/h <br /> . r <br /> Adjusted fleet production : 613.40 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 2.96 Hours <br />Unit cost : $0.240 /LCY Total job cost : $435 <br />
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