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2006-05-31_REVISION - M2000116
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2006-05-31_REVISION - M2000116
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Entry Properties
Last modified
6/15/2021 11:41:43 AM
Creation date
11/21/2007 6:19:01 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000116
IBM Index Class Name
Revision
Doc Date
5/31/2006
Doc Name
Financial Warranty Increase
From
DMG kap
To
J and K Limestone Products LLC
Type & Sequence
SI1
Media Type
D
Archive
No
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CIRCES Cost Estimatino Software <br />PROJECT IDENTIFICATION <br />Task # : 001 <br />Date : 05/26!2006 <br />User : KAP <br />State :Colorado <br />County : Saguache <br />Site :Villa Grove Pit <br />PermiUjob# : M-2000-116 <br />Abbreviation :none <br />Filename : Ml 16-001 <br />Agency or organization name :Colorado Division Ot Minerals And Geoloc <br />Permit or other job action :Bond Recalculation related to Inspection <br />Task description :Cut and fill reduction of interior <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat DSR Series ll <br />Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :3-shank ripper <br />Shift basis : 1 perday <br />Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $53.92 NA <br /> Operating cost/hour : $75.29 100 <br /> Ripperap.cost/hour : $1.60 20 <br /> Operator cosUhour : $32.53 NA <br /> Total unit cost/hour : $163.34 Total fleet cosUhour : $163.34 <br /> <br />MATERIAL QUANTITIES <br /> Swell Loose <br />Initial <br />982 LCY factor <br />9 : NA volume : 9,982 LCY <br />, <br />volume : <br />urce of estimated volume :Assume max 1150' L x 25'H highwall <br />S <br />o <br />Source of estimated swell factor : NA <br />~~~ ~- ~ - Job Condition Correction Factors ~~ Source <br />HOURLY PRODUCTION <br />Operator skill : <br />0.75 <br />(avg.) <br /> t <br />5 f Material consistency : 1.00 (Cat HB) <br />Average push distance : ee <br />6 1 <br />00 en <br />) <br />( <br /> 3 LCY/hr <br />70 Dozin method : <br />9 . . <br />g <br />Unadjusted hourly production : . <br />1,1 (av <br />) <br /> Visibility : 1.00 g. <br /> Job efficiency : 0.83 (1shifUday <br />Material consistency description <br />Spoil pile : <br />0.80 <br />(ind-rf) <br />Consolidated stockpile Push gradient : 1.36 (Cat HB) <br /> ne <br />) <br />% Altitude : 1.00 (Cat HB) <br />Average push gradient : g <br />( <br />16.50 71 <br />0 (Cat HB) <br /> t <br />80 f Material weight : . <br />Average site altitude : ee <br />7,8 1 <br />00 (S/SU/U; <br /> Blade type : . <br /> 250 Ibs/LCY <br />3 Net correction : 0.48 <br />Material weight : , <br />Weight description <br />Adjusted unit production : <br />560.27 <br />LCY1hr <br />Gravel - Pitrun Adjusted fleet production : 560.27 LCY/hr <br /> <br />JOB~TIME AND~COST <br />1 Dozers) <br /> <br />Total job time : <br /> <br />17.82 <br /> <br />Hours <br />Fleet size : <br />Unit cost : $0.292 /LCY Total job cost : $2,910 <br />8SU Horsepower : 310 <br />
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