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2004-12-27_REVISION - M1998105
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2004-12-27_REVISION - M1998105
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Entry Properties
Last modified
6/15/2021 11:41:43 AM
Creation date
11/21/2007 6:02:28 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1998105
IBM Index Class Name
Revision
Doc Date
12/27/2004
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 # : 03a <br />Date : -- --12/23/2004 <br />User; SSS <br />State :Colorado <br />County :Delta <br />Site :Delta Paving Gravet Pif <br />PermiUjob# :M-1998-705 <br />Abbreviation :none <br />Filename : M105-03a <br />Agency or organization name :DMG <br />Permit or otherjob action :Routine Bond Recalculation <br />Task description :Rough grade 5.9 acre stockpile area at 1 foot death <br />HOURLY EQUIPMENT COST <br />Basic machine : Caf DSR Series /l - 8SU Horsepower : 310 <br />Blade type :Semi-Universal <br />Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br />Attachment no. 2 :3-shank ripper <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $48.82 Nq <br /> Operating cosUhour : $66.09 100 <br /> Ripper op. cosVhaur : $1.77 P5 <br /> Operator cost/hour : $31.76 NA <br /> Total unit cosUhour : $148.44 Total fleet cost/hour : $148.44 <br />MATERIAL UANTITIES <br />Initial Swell <br />Loose <br />volume: 9,519 LCY factor: NA volume: 9,519 LCY <br />Source of estima ted volume :5.9 acre feeU27 cf/cy <br />Source of estimated swell factor :NA <br />HOURLY PRODUCTION Job Condition Correction Factor <br /> s <br />Source <br /> <br />Average push distance : <br />50 feet Operator skill: 0.75 (avg.) <br /> <br />Unadjusted howdy production : <br />1 <br />400 <br />0 LCY/hr Material consistency : 0.90 (Cat HB) <br /> , <br />. Dozing method : 1.00 (gen.) <br /> <br />Material consistency description : Visibility : 1.00 (avg.) <br /> <br />Compacted fill orembankment Job efficiency : 0.83 <br />(lshifUday) <br /> Spoil pile : 0.80 (fad-rf) <br /> <br />Average push gradient : <br />0.00 % (pos) Push gradient : 1.00 (Cat HB) <br /> <br />Average sife attitude : <br />4 <br />980 feet Altitude : 1.00 <br />(Cat HB) <br /> , Material weight : 0.71 (Cat HB) <br /> <br />Material weight : <br />3,250 Ibs/LCY Blade type : <br />Net correction : 1.00 <br />32 <br />0 (S/SU/U) <br />Weight description . <br /> <br />Gravel - Pitrun <br /> Adjusted unit production : 443.90 LCY/hr <br /> Adjusted fleet production : 443.90 LCY/hr <br />JOB TIME ANp COgT <br />Fleet size : 1 Dozers) Totat jab time : 21.44 Hours <br />Unit cost : $0 334 /LCY Total job cost : $3,183 <br />
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