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2002-12-30_REVISION - M1991009
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2002-12-30_REVISION - M1991009
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Last modified
6/15/2021 11:41:41 AM
Creation date
11/21/2007 11:36:06 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1991009
IBM Index Class Name
Revision
Doc Date
12/30/2002
Doc Name
Financial Warranty Increase
From
DMG
To
White River Aggregates Inc.
Type & Sequence
SI1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />Task # <br />Date <br />User <br />002 State :Colorado <br />11/26/2002 <br />County :Rio Blanco <br />KAP Site :White River Sand 6 Gravel <br />Agency or organization name :Colorado Division Of Minerals And <br />Permit or other job action : Inspection -Bond recalculation <br />Task description :grade topsoil <br />HOURLY EQUIPMENT COST <br />Average push gradient <br />Average site altitude <br />Shift basis : 1 perday <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $42.44 NA <br /> OperatingcosUhour : $59.07 100 <br /> Ripper op.cosUhour : $0.00 NA <br /> Operator cosUhour : $30.65 NA <br /> Total unit cosUhour : $132.17 Total fleet cosUhour : $132.17 <br /> <br />MATERIAL QUANTITIES >., <br />Initial Swell Loose <br />volume : 3,227 LCY factor : NA volume : 3,227 LCY <br />Source of estimated volume :Reclamation Map - INspection <br />Source of estimated swell factor :NA <br />.:.~: <br />HOURLY PRODUCTION :.y , ,.;: ~ <br />Job Condition Correction Factors :z... <br />Source <br />Average push distance : 100 feet <br />Unadjusted hourly production : 931.6 LCY/hr <br />Material consistency description <br />Consolidated stockpile <br />Material weight <br />Weight description <br />Earth -Dry packed <br />Basic machine :Cat D8R - 8U <br />Blade type :Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :NA <br />30.00 % (~ <br />6.200 feet <br />2.550 Ibs/LCY <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />PermiUjob# :M-1991-009 <br />Abbreviation :none <br />Filename : M009-002 <br />Horsepower: 305 <br />Operator skill : 0.75 <br />Material consistency : 1.00 <br />Dozing method : 1.00 <br />Visibility : 1.00 <br />Job efficiency : 0.83 <br />Spoil pile : 0.80 <br />Push gradient : 1.60 <br />Altitude : 1.00 <br />Material weight : 0.90 <br />Blade type : 1.00 <br />Net correction : 0.72 <br />Adjusted unit production : 669.82 LCY/hr <br />Adjusted fleet production : 689.82 LCY/hr <br />Total job time : 4.82 Hours <br />Unit cost : $0.197 /LCY Total job cost : $637 <br />
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