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PERMFILE103950
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PERMFILE103950
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Entry Properties
Last modified
8/24/2016 9:57:20 PM
Creation date
11/24/2007 10:38:36 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
7/31/2007
Doc Name
Reclamation Cost Estimate
Section_Exhibit Name
Volume I 3.02.2 Reclamation Cost Estimate RN2
Media Type
D
Archive
Yes
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CtRCES Cost Estimating Software <br />sheet 1 of 2 <br />Agency or organization name :Colorado Division Of Minerals And Geology <br />Task # : 001 State :Colorado PermiVjob # : C-98-083 <br />Date: 1 0/132 0 0 6 County :Delta Abbreviation :none <br />User : JRS Site :Bowie No. 2 Mine Filename : C083-001 <br />Permit or other job action :Permit Renewal 02 <br />Task description :Pull Back and Haul Portal Bench Fill Material to Cut Slope <br />HOURLY EQUIPMENT COST ~ Shlft basis ~~~ 1 per day ~~~ <br />Truck loader team <br />area <br />Road maintenance -Motor grader <br />-Water truck <br />3658 L Sedes II <br />Cost Breakdown : ruck/Loader Work Team <br />Truck Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Tmck <br />Import data filename : truck2 excavate NA NA NA NA <br />Utilization-machine : 95 100 NA NA NA NA <br />-Ripper attachment: NA NA NA NA NA NA <br />Ownership cosVhour: $51.61 $79.34 NA NA NA NA <br />Operating cosUhour: $79.47 $110.60 NA NA NA NA <br />Ripper op. wsUhour : NA NA NA NA NA NA <br />Operator cost/hour: $21.75 $32.96 NA NA NA NA <br />Unit subtotals : $152.83 $222.91 NA NA NA NA <br />Number of units : 2 1 0 0 0 0 <br />Group subtotals : Work : $528.57 Support : $0.00 Maintenance : $0.00 <br />Total work team cosVhour : $528.57 <br />MATERIAL QUANTITIES ~~~ ~~ ~~~ ~~ ~ ~~ ~ ~~~ ~ ~~~ ~ ~~~~ ~~ <br />Initial Swelf Loose <br />volume: 260,953 CCY factor: 1.165 volume: 304,010 LCY <br />Material weight : 2,900 pounds/LCY Struck volume : 34.80 LCV <br />Descr.: Decomposed rock - 50% rock, 50% earth Heaped volume : 46.40 LCY <br />Rated payload : 108,060 pounds Average volume : 40.60 LCY <br />Payload capacity : 37.26 LCY Adjusted volume`: 37.26 LCY <br /> Final truck volume based on number of loader passes : 38.23 LCY <br /> • truck volume atljusted to not exce etl ratetl paYloatl or heapetl volume <br />Loading Tool CaoaciN : Job Condition Corrections : Site altitutle (ft.) : 6,900 <br />Rated capacity (nom. heaped) : 6.900 LCY Truck Loader Source <br />Descr, :Loose material - 1"and over (85 - 90%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket f ll factor : 0.875 Job efficiency : 0.830 0.830 (1 shiWtlay) <br />Adjusted bucket capacity : 8.038 LCY Net correIXion : 0.830 0.830 <br />
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