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2002-02-19_REVISION - M1991054
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2002-02-19_REVISION - M1991054
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Entry Properties
Last modified
6/15/2021 11:41:42 AM
Creation date
11/21/2007 1:35:19 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1991054
IBM Index Class Name
Revision
Doc Date
2/19/2002
Doc Name
Cost Summary Form
From
DMG
To
Indian Creek Mining Corp.
Type & Sequence
SI1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : 004 <br />Date : 02/19/2002 <br />User : RCO <br />Agency or organization name <br />Permit or other job action <br />Task description <br />HOURLY EQUIPMENT COST <br />State : Colorado Permit/job# : M-1991-054 <br />County : Saguache Abbreviation :none <br />Site : Profift Mine Filename : M054-004 <br />DMG <br />Bond <br />Grade waste rock on upper bench to 3:1 against cut slope <br />Basic machine :Cat D5C Series 3 - SP Horsepower : 90 <br />Blade type :PowerAng/e Ti/t <br />Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br />Attachment no. 2 : NA <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosVhour : $12.09 NA <br /> Operating cosVhour . $21.12 f00 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost hour : $27.99 NA <br /> Total unit cosUhour : $61.19 Total fleet cosUhour : $61,19 <br /> <br /> <br />MATERIAL QUANTITIES ~ _ <br />Initial Swell Loose <br />volume : 3,728 LCY factor : NA volume : 3,728 LCY <br /> <br />Source of estima ted volume :9/99 inspect 60'x 120'x 12' dump volume, see task 002 <br />Source of estimated swell factor : n/a <br /> <br /> ~ ~ ~~ <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 50 feet Material consistency : 1.20 (Cat HB) <br />Unadjusted hourly production : 464.3 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (lshift/day) <br />Loose stockpi/e Spoil pile : 0.80 (fnd-r~ <br /> Push gradient : 0.79 (Cat HB) <br />Average push gradient : 10.00 % (pas) Altitude : 0.96 (Cat HB) <br />Average site altitude : 11, 800 feet Material weight : 0.79 {Cat Ht3) <br /> Blade type : 1.00 (PAT) <br />Material weight : 2, 900 IbslLCY Net correction : 0.36 <br />Weight description <br />Decomposed rock- 50% Rock, 50% Earth <br />r_ .._. ~_.__ ..: _. ~ ~_..., ~.__.~ .~._ <br />JO8 TIME AND COST ~~~ ^^^ ~~ <br />Fleet size : 1 Dozers) <br />Adjusted unit production : 166.15 LCY/hr <br />Adjusted fleet production : 166.15 LCY/hr <br />Unit cost : $0.388 /LCY <br />t~_:~,._ ~~_ _______~.~__,___~._..,_.... _ .~..~..._.__. <br />Total job time : 22.44 Hours <br />Total job cost : $1,373 <br />. -- --"_.--.. _.-.-~.._ i <br />
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