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2004-12-30_REVISION - M1979166
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2004-12-30_REVISION - M1979166
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Entry Properties
Last modified
6/15/2021 11:41:42 AM
Creation date
11/21/2007 1:10:16 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1979166
IBM Index Class Name
Revision
Doc Date
12/30/2004
Doc Name
Cost Estimate
From
DMG
To
File
Type & Sequence
SI1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : OSa State :Colorado <br />Date <br />User <br />12/30/2004 <br />DMG <br />County :Delta <br />Site : Benneff'S Grave! Pit <br />Agency or organization name :DMG <br />Permit or other job action :Routine bond recalculation <br />Task description :Spread gravel over ~ <br />HOURLY EQUIPMENT COST <br />Basic machine :Cat D8R Series 11 <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :3-shank ripper <br />area for final surface <br />Horsepower: 310 <br />Shift basis : 1 perday <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $48.82 NA <br />Operating cosUhour : $66.09 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $31.76 NA <br />Total unit cost/hour : $146.67 Total fleet cost/hour : $146.67 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 6,722 LCY factor : NA volume: 6,722 LCY <br />Source of estimated volume :4"-6" gravel layerover 10 acres <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Average push tlistance : 50 feet <br />Unadjusted hourly production : 1,400.0 LCY/hr <br />Material consistency description <br />Loose stockpile <br />Average push gradient : 0.00 % (1 <br />Average site altitude : 4,930 feet <br />Material weight : 2,850 Ibs/LCY <br />Weight description <br />Gravel - Orv (1/4" 2"diam. ) <br />Permit/job# : M-1979-166 <br />Abbreviation :none <br />Filename : M166-05a <br />8SU <br />Operator skill : 0.75 (avg.) <br />Material consistency : 1.20 (Cat HB) <br />Dozing method : 1.00 (gen.) <br />Visibility : 1.00 (avg.) <br />Job efficiency : 0.83 (lshift/da~ <br />Spoil pile : 0.60 (fnd-si) <br />Push gradient : 1.00 (Caf HB) <br />Altitude : 1.00 (Cai HB) <br />Material weight : 0.81 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net correction : 0.36 <br /> <br />Adjusted unit production : 506.20 LCY/hr <br />Adjusted fleet production : 506.20 LCY/hr <br />JOB TIME AND COST _. _. __... ...._._ ,.,,.. ..:.,::.. <br />Fleet size : 1 Dozers) Total job time : 13.28 Hours <br />Unit cost : $0.290 /LCY Total job cost : $1,948 <br />
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