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2007-12-26_PERMIT FILE - M2007067
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2007-12-26_PERMIT FILE - M2007067
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Last modified
8/24/2016 3:20:16 PM
Creation date
1/3/2008 2:34:05 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2007067
IBM Index Class Name
PERMIT FILE
Doc Date
12/26/2007
Doc Name
Reclamation costs estimate update
From
DRMS
To
Cordilleran Compliance Services Inc.
Email Name
CBM
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : 02a State :Colorado Permit/job# : M-2007-067 <br />Date : 12/26/2007 County :Garfield Abbreviation :none <br />User : THM Site :Circle Dot Quarry Filename : M067-02a <br />Agency or organization name : DRMS <br />Permit or other job action :Final Reclamation Costs Estimate <br />Task description :Distribute 6" of topsoil over 9.11 acres <br />HOURLY EQUIPMENT COST <br /> Basic machine : Cat D8R Series 11 - 8SU (200 Horsepower : 310 <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 : $57.13 NA <br /> Operating cost/hour : $77.13 100 <br /> Ripper op. cost/hour : $3.35 50 <br /> Operator cost/hour : $32.78 NA <br /> Total unit cost/hour : $170.39 ~ Total fleet cost/hour : $170.39 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 9,680 L CY factor : NA volume : 9,680 LCY <br /> <br />Source of estimated volume :Staff Estimate <br />Source of estimated swell factor : NA <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 150 feet Material consistency : _ <br />1.00 _ <br />(Cat H8) <br />Unadjusted hourly production : 634.3 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br /> <br />Material consistency description : <br />Job efficiency : _ <br />0.83 _ <br />(1shifUday) <br />Consolidated stockpile Spoil pile : 0.80 (fnd-rf) <br /> <br />Push gradient : <br />1.00 _ <br />(Cat Ht3) <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 8,200 feet Material weight : 1.44 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 1,600 Ibs/LCY Net correction : 0.72 <br />Weight description <br />Top Soil Adjusted unit production : 453.92 LCY/hr <br /> Adjusted fleet production : 453.92 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 21.33 Hours <br />Unit cost : $0.375 /LCY Total job cost : $3,634 <br /> <br />
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