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PERMFILE50006
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PERMFILE50006
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Entry Properties
Last modified
8/24/2016 10:54:46 PM
Creation date
11/20/2007 2:16:01 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2006046
IBM Index Class Name
Permit File
Doc Date
1/25/2007
Doc Name
Permit Approval- FW and PW Request
From
DRMS
To
Silt Sand & Gravel, LLC
Media Type
D
Archive
No
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CIRCES Cost Estimatlna Software <br />PROJECT IDENTIFICATION <br />Task # : 004 <br />Date : 01/22/2007 <br />User : RMW <br />State : Colorado PermiUjob# :II~F2008-048 <br />County : Ga~eld Abbreviation :none <br />Site : Grand River Park Project Filename :M046-004 <br />Agency or organization name :DRMS <br />Permit or other job action :Inkial8ond Calculation <br />Task description : Regrade 1000' of Highwall <br />HOURLY EQUIPMENT COST <br />Basic machine :Cat D8R Sedes ll - 8SU (200: Horsepower : 310 <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab Shift basis : 1 perday <br />Attachment no. 2 :3-shank ripper <br />Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $58.24 NA <br />Operating cosf/hour : $73.75 100 <br />Ripperap.cosUhour : $3.43 50 <br />Operator cosUhour : $32.78 NA <br />Total unit cosUhour : $168.20 Total fleet cosUhour : ;188.20 <br />;:. <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 35,000 BCY factor : 1.099 volume : 38,482 LCY <br /> <br />Source of estimated volume :Application <br />Source of estimated swell factor :Cat HB <br />HOURLY PRODUCTION Job Condition Cortection Factors Source <br />Average push distance : 60 feet <br />Unadjusted howdy production : 1,246.9 LCY/hr <br />Matedal consistency description <br />Compacted till or embankment <br />Average push gradient <br />Average site altitude <br />Material weight <br />Weight descdption <br />Sand and gravel -Wet <br />0.00 % (r <br />5,400 feet <br />3,400 Ibs/LCY <br />Operator skill : 1.00 (excl.) <br />Material consistency : 0.90 (Cat HB) <br />Dozing method : 1.20 (slot) <br />Visibility: 1.00 (avg.) <br />Job efficiency : 0.83 (lshifl/da} <br />Spoil pile : 0.90 (ssd-fc) <br />Push gradient : 1.00 (Cat HB) <br />Altitude : 1.00 (Cat HB) <br />Matedal weight : 0.68 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net cortection : 0.54 <br /> <br />Adjusted unit produc8an : 679.52 LCYlhr <br />Adjusted fleet production : 879.52 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 58.80 Hours <br />Unit cost : $0.248 /LCY Total job cost : 59,520 <br />
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