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2006-06-07_REVISION - M1999117
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2006-06-07_REVISION - M1999117
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Entry Properties
Last modified
6/15/2021 11:41:41 AM
Creation date
11/21/2007 12:07:54 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999117
IBM Index Class Name
Revision
Doc Date
6/7/2006
Doc Name
Bond Recalculation related to Inspection
From
DMG
To
DMG
Type & Sequence
SI1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : 013 <br />Date : 06/07/2006 <br />User : KAP <br />State :Colorado Perm iUjob# : M-1999-117 <br />County :Saguache Abbreviation :none <br />Site :Colorado Gravel Products Filename : M117-013 <br />Agency or organization name :Colorado Division Of Minerals And Geology <br />Permit or other job action :Bond Recalculation related to Inspection <br />Task description :Roadway Grading after Gravel Veneer Removal <br />HOURLY EQUIPMENT COST <br />Basic machine :Cat D8R Series II - 8SU <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :3-shank ripper <br />Shift basis : 1 per day <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $53.92 NA <br />Operating cosUhour : $75.29 100 <br />Ripper op. cosUhour : $0.00 0 <br />Operator cost/hour : $32.53 NA <br />Total unit cost/hour : $161.74 ~ Total fleet cosUhour : $161.74 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 1,350 CCY factor : 1.125 volume : 1,519 LCY <br />Source of estimated volume :Reclamation Plan (road /angth x 20' x 4"deep) <br />rce of estimated swell factor :Cat Handbook <br />HOURLY PRODUCTION <br />Average push distance : 150 feet <br />Unadjusted hourly production : 634.3 LCY/hr <br />Material consistency description <br />Average push gradient : 0.00 % (i <br />Average site altitude : 7,690 feet <br />Material weight : 2,550 Ibs/LCY <br />Weight description <br />Earth -Dry packed <br />Job Condition Correction Factors <br />Operator skill : <br />0.75 Source <br />(avg.) <br />Material consistency : 1.00 (Cat HB <br />Dozing method : 1.00 (gen.) <br />Visibility : 1.00 (avg.) <br />Job efficiency : 0.83 (1 shift/da <br />Spoil pile : 0.80 (fnd-rfl <br />Push gradient : 1.00 (Cat H6 <br />Altitude : 1.00 (Cat HE <br />Material weight : 0.90 (Cat HE <br />Blade type : 1.00 (S/SU/l <br />Net correction : 0.45 <br />Adjusted unit production : 284.51 LCY/hr <br />Adjusted fleet production : 284,51 LCY/hr <br />JOB TIME AND COST - <br />Fleet size : 1 Dozers) Total job time : 5.34 Hours <br />Unit cost : $0.569 /LCY Total job cost : $$63 <br />Horsepower: 310 <br />
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