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2003-06-23_REVISION - M1977247
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2003-06-23_REVISION - M1977247
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Entry Properties
Last modified
6/16/2021 5:42:04 PM
Creation date
11/22/2007 12:22:57 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977247
IBM Index Class Name
Revision
Doc Date
6/23/2003
Doc Name
Cost Summary Form
From
DMG
To
Georgia-Pacific Gypsum Corporation
Type & Sequence
SR3
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : 002 <br />Date : 06/23/2003 <br />User: JDl <br />State :Colorado PermiUjob# : M-1977-247 <br />County :Fremont Abbreviation :none <br />Site :COaldale Quarry Filename :M247-002 <br />Agency or organization name : DMG <br />Permit or other job action :final reclamation <br />task description :Erosion Maintenance <br />HOURLY EQUIPMENT COST <br />Basic machine :Gat D8R Sedes 11- 8SU <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachmentno.2:NA <br />Shift basis : 1 per day <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $44.24 NA <br />OperatingcosUhour : $61.43 100 <br />Ripper op.cost/hour : $0.00 NA <br />Operator cosUhour : $24.01 NA <br />Total unit cosUhour : $129.68 Total fleet cosUhour : $129.68 <br /> <br /><...: ::: <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 5,000 CCY factor : 1.125 volume: 5,625 LCY <br />Source of estimated volume :calculation <br />Source of estimated swell factor :program <br />HOURLY PRODUCTION <br />Average push distance <br />Unadjusted hourly production <br />Material consistency description <br />Consolidated stockpile <br />100 feet <br />852.6 LCY/hr <br />Average push gradient <br />Average site altitude <br />Material weight <br />Weight description <br />Decomposed rock - 25% Rock, <br />5.00 % (i <br />7,000 feet <br />2,650 Ibs/LCY <br />75% Earth <br />iition Correction Factors <br />Operator skill : <br />0.75 Source <br />(avg.) <br />Material consistency : 1.00 (Cat HB) <br />Dozing method : >.20 (slot) <br />Visibility : 1.OD (avg.) <br />Job efficiency : 0.83 (1shilf/da} <br />Spoil pile : 0.80 (fnd-ri) <br />Push gradient : 1.11 (Cat HB) <br />Altitude : 1.00 (Cat HB) <br />Material weight : 0.87 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net correction : 0.58 <br />Adjusted unit production <br />Adjusted fleet production <br />Horsepower : 310 <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time <br />Unit cost : $0.263 /LCY Total job cost <br />493.07 LCY/hr <br />493.07 LCY/hr <br />11.41 Hours <br />
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