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REVISION - 9/9/2009, 8:10:41 AM-MR1
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REVISION - 9/9/2009, 8:10:41 AM-MR1
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Last modified
6/15/2021 11:34:55 AM
Creation date
9/9/2009 8:52:09 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
P2008046
IBM Index Class Name
REVISION
Doc Date
8/31/2009
Doc Name
MD-02 approval
From
DRMS
To
American Shale Oil, LLC
Type & Sequence
MD2
Email Name
THM
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: 03a State :Colorado Permit/job# P-2008-046 <br />Date : 0811812009 County : Rio Blanco Abbreviation :none <br />User: THM Site :A. M. S. O. Rd&D Project Filename :P046-03a <br />Agency or organization name: DRMS <br />Permit or other job action :Final Reclamation Cost Estimate - MD-02 <br />Task description : Establish Final Grade on Test Pad and Test Pad Roads <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D9R - 9SU (2005) Horsepower : 405 <br />Blade type : Semi-Universal <br /> Attachment no. 1 : ROPS Cab Shiftbasis : 1 per day <br /> Attachment no. 2 :NA <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $58.86 NA <br /> Operating cost/hour : $124.46 100 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost/hour : $35.01 NA <br /> Total unit cost/hour : $218.34 Total fl eet cost/hour : $218.34 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 40,000 CCY factor : 1.115 volume : 44,600 LCY <br />Source of estimated volume : Test Pad and Test Pad Road Plan <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 : 300 feet Material consistency : 1.00 (Cat HB) <br />Unadjusted hourly production : 437.8 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift1day) <br />Consolidated stockpile Spoil pile : 0.80 (fnd-rf) <br /> Push gradient : 1.11 __ (Cat HB) <br />Average push gradient : 5.00 % (neg) Altitude : 1.00 _(_Cat_HB) <br />Average site altitude : 6,910 feet Material weight : 0.92 (Cat HB)_ <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,500 Ibs/LCY Net correction : 0.51 <br />Weight description <br />Clay - Dry Adjusted unit production : 223.65 LCY/hr <br /> Adjusted fleet production : 223.65 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 199.42 Hours <br />Unit cost : $0.976 /LCY Total job cost : $43,541
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