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2009-09-14_PERMIT FILE - M2009048
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2009-09-14_PERMIT FILE - M2009048
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Last modified
8/24/2016 3:55:24 PM
Creation date
9/18/2009 8:07:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2009048
IBM Index Class Name
PERMIT FILE
Doc Date
9/14/2009
Doc Name
Approval of 112c application
From
DRMS
To
Grand Junction Pipe and Supply Co.
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-2009-048 - <br />Date : 0911412009 County : Mesa Abbreviation : none _ <br />User : THM site: Gunnison River Gravel Pits Filename :M048-03a <br />Agency or organization name : DRMS - <br />Permit or other job action : Final Reclamation Cost Estimate --- -- <br />Task description : Replace 6" of topsoil over Pit 1 and Pit 3 <br />HOURLY EQUIPMENT COST <br />Basic machine :Cat D7R DS Series 11- 7SU Horsepower : 240 - <br />Blade type :Semi-Universal <br />Attachment no. 1 : BOPS Cab <br />Attachment no. 2 :NA <br />Shift basis : 1 per day <br />Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $41.01 NA <br /> Operating cost/hour : $70.97 100 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost/hour : $38.54 NA <br /> it cost/hour : <br />l $150.52 Total fleet cost/hour : $150.52 <br /> un <br />Tota <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br /> <br />factor : <br />680 LCY <br />volume : 9 <br />NA <br />volume : <br />9,680 <br />LCY <br />, <br />Source of estimated volume : Reclamation Map and Plan - <br />Source of estimated swell factor : NA -- <br /> Job Condition Correction Factors Source <br />HOURLY PRODUCTION <br />operator skill : <br />0.75 <br />(avg.) <br /> <br />t <br />0 f <br />Mate <br />rial consistency : <br />1.00 - <br />(Cat HB) <br />Average push distance : ee <br />20 1 <br />00 <br />Unadjusted hourly production : 410.8 LCY/hr Dozing method : . <br />00 <br />1 ) <br />(avg <br /> Visibility : . . <br /> Job efficiency : 0.83 (1shift/day) <br />Material consistency description : <br />Spoil pile : <br />0.80 - <br />(fnd-rf) <br />Consolidated stockpile 11 <br />1 (Cat HB) <br />---- Push gradient : . - <br /> <br />Average push gradient : o <br />5.00 / (neg) Altitude : 1.00 <br /> <br />44 <br />1 (Cat HB) <br />- - ---- <br />(Cat HB) <br />Average site altitude : 4,670 feet Material weight : . <br />00 <br />1 (S/SU/U) <br /> Blade type : . <br />Material weight : 1,600 Ibs/LCY Net correction : 0.80 <br />Weight description <br />Top Soil <br />JOB TIME AND COST <br />Fleet size Dozer(s <br />Unit cost : $0.459 /LCY <br />Adjusted unit production : 327.90 LCY/hr <br />Adjusted fleet production : 327.90 LCY/hr <br />Total job time <br />Total job cost <br />29,52 Hours <br />$4,443
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