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2009-12-01_REVISION - M1981243
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2009-12-01_REVISION - M1981243
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Last modified
6/15/2021 11:45:26 AM
Creation date
12/7/2009 12:35:43 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981243
IBM Index Class Name
Revision
Doc Date
12/1/2009
Doc Name
Reclamation costs update and notice of surety increase
From
DRMS
To
Grand Junction Pipe and Supply
Type & Sequence
SI3
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# :M-1981-243 <br />Date : 1210112009 County :Mesa Abbreviation :none <br />Filename :M243-03a <br />User: THM Site : S. Fruita Pit <br />Agency or organization name: DRMS <br />Permit or other job action : Final Reclamation Cost Estimate - <br />Task description : Cut and Fill 5H:1 V Slope area <br />HOURLY EQUIPMENT COST <br />Basic machine: Cat D8R Series 11- 8SU (2001, Horsepower : 310 <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 : $46.56 NA <br /> Operating cost/hour :_ $76.01 100 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost/hour : $38.54 NA <br /> ost/hour : <br />it <br />l $161.10 Total fleet cost/hour : $161.10 <br /> c <br />un <br />Tota <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 1,111 BCY factor : 1.180 volume : 1,311 LCY <br />Source of estimated volume: Mine Plan <br />Source of estimated swell factor : CAT Handbook - <br />HOURLY PRODUCTION <br />Job Condition Correction Factors <br />Source <br />v <br />) <br /> operator skill : g. <br /> t <br />f Material consistency : t HB) <br />Average push distance : ee <br />50 en <br />) <br /> 0 LCY/hr <br />0 Dozing method : . <br />Unadjusted hourly production : . <br />1,40 vg <br />) <br /> Visibility : . <br />_ <br /> Job efficiency : W ifbday) <br />sh <br />Material consistency description <br />Spoil pile <br />d-rf) <br />Consolidated stockpile t HB) <br /> Push gradient <br /> ne <br />) <br />% <br />Altitude <br />t HB) <br />Average push gradient : g <br />( <br />10.00 <br />) <br />HB) <br />at HB) <br /> t <br />0 f Material weight <br />Average site altitude : ee <br />4,60 00 <br />1 (S/SU/U) <br /> Blade type : . <br /> 400 Ibs/LCY <br />2 Net correction : 0.58 <br />Material weight : , <br />Weight description : <br />Adjusted unit production : <br />818.48 <br />LCY/hr <br />Clay and gravel - Dry 48 LCY/hr <br />---- Adjusted fleet production : 818. <br /> <br />JOB TIME AND COST <br />i <br />1 Dozer(s) <br />Total job time : <br />1.60 <br />Hours <br />ze <br />: <br />Fleet s <br />Unit cost : __$O. 197 /LCY Total job cost : $258
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