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2006-07-19_REVISION - M1996008
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2006-07-19_REVISION - M1996008
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Entry Properties
Last modified
6/15/2021 11:41:42 AM
Creation date
11/21/2007 1:27:43 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1996008
IBM Index Class Name
Revision
Doc Date
7/19/2006
Doc Name
Epriodical Financial Warranty Review Increase Notice
From
DMG
To
Western Gravel Inc.
Type & Sequence
SI1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : 01a State :Colorado Permit/job# : M-1998-008 <br />Date : 07/19/2006 County :Montrose Abbreviation :none <br />User : GRM Site :North R-34 Pit Filename : M008-Oia <br /> <br />Agency or organization name : DMG <br />Permit or other job action : Periodical Update - 2006 <br />Task description : Grade and establish 3:1 slopes for pond margins <br /> <br />HOURLY EQUIPMENT COST <br /> Basic machine :Cat D8R Series II - 8SU (200: Horsepower : 310 <br /> Blade type :Semi-Universal <br /> Attachment no. t : ROPS Cab Shift basis : 1 per day <br /> Attachment no. 2 :3-shank ripper <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosf/hour : $58.24 NA <br /> Operatingcost/hour : $73.75 100 <br /> Ripper op.cosUhour : $1.71 25 <br /> Operator cosUhour : $32.78 NA <br /> Total unit cosUhour : $166.49 Total fleet cosUhour : $186.49 <br /> <br /> <br />MATERIAL QUANTITIES . _. _ _., _.....__ __- __ .. _._ _.__ - _ - ~, ---_. _ 1 <br />Initial Swell Loose <br />volume : 1,800 BCY factor : 1.430 volume : 2,574 LCY <br /> <br />Source of estima ted volume :reclamation plan /annual report <br />Source of estimated swell factor :program <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 50 feet Material consistency : 0.90 (Cat Ht3) <br />Unadjusted hourly production : 1,400.0 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shifUday) <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-rfJ <br /> Push gradient : 1.11 (Cat HB) <br />Average push gradient : 5.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 5, 660 feet Material weight : 0.70 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 3,300 Ibs/LCY Net correction : 0.35 <br />Weight description <br />Decomposed rock - 75% Rock, 25% Earth <br />JOB TIME AND COST ~ °- _ _ _ ... ._ <br />Fleet size : 1 Dozers) <br />Unit cost : $0.341 /LCY <br />Adjusted unit production <br />Adjusted fleet production <br />Total job time <br />Total job cost <br />487.63 LCY/hr <br />487.63 LCY/hr <br />5.28 Hours <br />$879 <br />
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