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2002-04-09_REVISION - M2001069
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2002-04-09_REVISION - M2001069
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Last modified
6/16/2021 5:56:51 PM
Creation date
11/21/2007 2:30:36 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2001069
IBM Index Class Name
Revision
Doc Date
4/9/2002
Doc Name
Revised Financial Warranty Estimate
From
DMG
To
Asphalt Constructors Inc
Type & Sequence
TR1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />-, 5„.~, ~.~. :~:, ,. .~ fi' .n ... ,,,fi,;:~ mss ~rc~'~,r "'~_;~..:: ~,~v -~-x:~.''. }~ :r~"~ ' <br />~~ <br />PROJECT IDENTIFICATION <br />Task # : 01r State : Co/orado Permitljob# : M-2001-059 <br />Date : 04/09/2002 County :Rio Grande Abbreviation :none <br />User : RCO Site : Dal Norte West Va/IeV Pit Filename : M069-O1 r <br />Agency or organization name : DMG <br />Permit or otherjob action : TR-Ol, Additional staging area <br />Task description :Rough grade 2 acres of new staging area <br />HOURLY EQUIPMENT COST <br /> Basic machine :Cat D8R - 8SU Horsepower : 305 <br /> Blade type :Semi-Universal <br /> Attachment no. 1 : BOPS Cab Shift basis : 1 per day <br /> Attachment no. 2 : 3-shank upper <br /> Data source : (CRG) <br /> Utilization <br /> Cost Breakdown : Ownership cosUhour : $49.50 NA <br /> Operating cosUhour : $65.98 100 <br /> Ripper op.cost/hour : $0.00 0 <br /> Operator cosVhour : $27.99 NA <br /> Total unit cosUhour : $143.48 Total fl eet cost hour : $143.48 <br />.~vo-s may. <br />~'scbY~~.'a'°.-~i .^R.ktuy ~. X~ ,~ `s- rog1 ? ~ ? '-W ~4v`"` l " y. `G i.' <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 1,613 CCV factor : 1.125 volume: 1,815 LCY <br />Source of estimated volume : 2 ac x 6 in avg depth, asphalt plant and road area <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 70 feet Material consistency : 0.90 (Cat H6 <br />Unadjusted hourly production : 1, 093.7 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1 shift/da <br />Compacted fill or embankment Spoil pile : 0.70 (fnd-mf, <br /> Push gradient : 1.00 (Gat HB <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB <br />Average site altitude : 7,840 feet Material weight : 0.87 (Cat H6 <br /> Blade type : 1.00 (SfSU1U <br />Material weight : 2,650 Ibs/LCY Net correction : 0.34 <br />Weight description <br />Decomposed rock - 25% Rock, 75% Earth Adjusted unit production : 372.14 LCYlhr <br /> Adjusted fleet production : 372.14 LCYlhr <br />JOB TIME AND COST , <br />Fleet size : 1 Dozers) Total job time : 4.88 Hours <br />Unit cost : $0.386 ILCY Totaf job cost : $700 <br />t <br />
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