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PERMFILE124652
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PERMFILE124652
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Entry Properties
Last modified
8/24/2016 10:22:11 PM
Creation date
11/25/2007 12:50:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2002111
IBM Index Class Name
Permit File
Doc Date
9/24/2003
Doc Name
Adequacy Review
From
DMG
To
Elam Construction Inc
Media Type
D
Archive
No
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CIRCES Cost Estimatinff Software <br />PROJECT IDENTIFICATION <br />Task # : 06a State :Colorado <br />Date : 09/23r2003 County :Mesa <br />User : SSS Site : Gilsonite Pit <br />Pertnitfob# :M-2002-111 <br />Abbreviation :none <br />Filename :M111-06a <br />Agency or organization name : DMG <br />Permit or other job action :New 112c permit <br />Task description : Spread remaining topso/1 on Phase 3 slopes <br />HOURLY EQUIPMENT COST <br />Basic machine :Cat D9R - 9SU <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :3-shank ripper <br />Shift basis : 1 perday <br /> Data source : (CRG) <br /> Ufilization <br />Cost Breakdown : Ownership cosUhour : $51.07 NA <br />Operating cosUhour : $9771 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $31.83 NA <br />Total unit cosUhour : $180.61 Total Fleet cosUhour : $180.61 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 2,259 LCY factor : NA volume: 2,259 LCY <br />Source of estimated volume :Topsoil remaining after S & E slopes of Phase 1 & 2 am covered <br />Source of estimated swell factor :NA <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 150 feet Material consistency : 1.10 (Cat HB; <br />Unadjusted hourly production : 910.5 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : .0.83 (lshift/da; <br />Partly consolidated stockpile Spoil pile : 0.70 (/nd-mt) <br /> Push gradient : 1.33 (Cat HBJ <br />Average push gradient : 15.00 % (neg) Altitude : 1.00 (Cat HBJ <br />Average site altitude : 4,455 feet Material weight : 1.44 (Cat HBJ <br /> Blade type : 1.00 (S/SU/UJ <br />Material weight : 1,600 Ibs/LCY Net correction : 0.92 <br />Weight description <br />Top Soil Adjusted unit production : 833.49 LCY/hr <br /> Adjusted fleet production : 833.49 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 2.71 Hours <br />Unit cost : $0.217 /LCY Total job cost : $490 <br />Horsepower: 405 <br />
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