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2008-04-16_PERMIT FILE - M2008013 (2)
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2008-04-16_PERMIT FILE - M2008013 (2)
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Last modified
8/24/2016 3:28:01 PM
Creation date
4/17/2008 11:48:35 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2008013
IBM Index Class Name
PERMIT FILE
Doc Date
4/16/2008
Doc Name
Decision Letter
From
DRMS
To
Riverside Aggregates, LLC
Email Name
DEG
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : 002 State :Colorado Permitljob# : M-2008-013 <br />Date : 04/11/2008 County :Bent Abbreviation :none <br />User : DEZ Site : Verhoe(( #2 Filename : M0 13-002 <br />Agency or organization name : DRMS <br />Permit or otherjob action :New 1 f0(c) Operation <br />Task description :Reapply Topsoil to 4 <br />- _ -__ Acres of Phased Disturbance <br /> <br />- -- <br />__ - <br /> <br /> <br />- <br />HOURLY EQUIPMENT COST <br /> Basic machine :Cat D9R - 9SU (2005) Horsepower : 405 <br /> Blade type :Semi-Universal <br /> Attachment no. 1 :BOPS Cab Shift basis : 1 per day <br /> Attachment no. 2 :3-shank ripper <br /> Data source : (CRS) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $71.49 NA <br /> Operating cost/hour : $103.27 100 <br /> Ripper op. cosbhour : $4.03 ~ 50 <br /> Operator cost/hour : $32.78 NA <br /> Total unit cosUhour : $211.56 Total fleet cosUhour : x211.56 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume ; 6,453 LCY factor : NA volume : 6,453 LCY <br />Source of estima ted volume :Operator Estimate <br />Source of estimated swell factor : NA <br />- - <br /> <br />-- <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : <br />I 0.75 (avg ) <br />Average push distance : 200 feet Material consistency : 1.00 ~ (Cat HB) <br />Unadjusted hourly production : 700.0 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 i (avg.) <br />Material consistency description : Job efficiency : 0.83 ~ (1 shilt/day) <br />Consolidated stockpile Spoil pile : 0.80 ~ ((nd-r~ <br /> Push gradient : 1.02 (Cat HB) <br />Average push gradient : 1.00 % (neg) Altitude : 1.00 {Cat HB) <br />Average site altitude : 3,900 feet Material weight : 0.87 ~ (Caf HB) <br /> ' Blade type :_ _ 1.00 (S/SU/U) <br />Material weight : 2,650 Ibs/LCY Net correction : 0.44 <br />Weight description <br />Decomposed rock - 25% Rock, 75% Earfh Adjusted unit production : 309.33 LCY/hr <br /> Adjusted fleet production : 309.33 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 20.86 Hours <br />Unit cost : $0.684 /LCY Total job cost : x4,414 <br />
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