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PERMFILE124652
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PERMFILE124652
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Entry Properties
Last modified
8/24/2016 10:22:11 PM
Creation date
11/25/2007 12:50:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2002111
IBM Index Class Name
Permit File
Doc Date
9/24/2003
Doc Name
Adequacy Review
From
DMG
To
Elam Construction Inc
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />Agency or organization name : DMG <br />Task # : 02a State :Colorado <br />Date: 09232003 County:Mesa <br />User: SSS Sfte:GilsonitePit <br />PenniUob#:M-2002-111 <br />Abbreviation :none <br />Filename :M111-02a <br />Permit or other job action :New 112c permit <br />Task description road and haul fl/l material from Phase 2 floor to Phase 3 highwall <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />team -Truck :~Genedc 15-18 cy, 6z4 <br />equipment -load area <br />-Dump area <br />tenance-Motor grader <br />-Water truck <br />Cost Breakdown : mck/Loader Work Tea <br />Truck Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader NA NA NA mischuk <br />%Utilization-machine: 100 86 NA NA NA f0 <br />-Ripper attachment: NA NA NA NA NA NA <br />Ownership cost/hour: $26.38 530.09 NA NA NA $60.62 <br />Operating cost/hour : $30.15 $39.99 NA NA NA 59.36 <br />Ripper op. cost hour : NA NA NA NA NA NA <br />Operator cosUhour : $24.57 $32.02 NA NA NA $24.14 <br />Unit subtotals : $81.10 $102.10 NA NA NA ~ $94.13 <br />Number of units: 3 1 0 0 0 1 <br />Group subtotals : Work : $345.39 Support : $0.00 Maintenance : $94. f3 <br />Total work team cest/hour <br />Initial ~ Swell <br />volume: 48,888 LCY factor: NA <br />Source of quantity takeoff :Exhibit L <br />Source of estimated swell factor :NA <br />Material purchase cost : $0.00 <br />Truck Caoaeity <br />/LCY Total cost : $0 <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2,700 pounds/LCY Struck volume : 15.00 LCY <br />Descr.: Sand end clay -loose Heaped volume : 18.00 LCY <br />Rated payload : 63,980 pounds Average volume : 16.50 LCY <br />Payload capacity : 23.70 LCY Adjusted volume': 18.00 LCY <br /> Final truck volume based on number of loader passes : 15.40 LCY <br /> • trutlc volume adjusted to rat ezcead rated payload or heaped volume <br />Loadine Tool Capacity : ob Condition Correc ions : Site attitude (ft.) ; 4,455 <br />Rated capacity (nom. heaped) : 7.000 LCY Truck Loader Source <br />Descr.:Other-rock/diR mixtures(100.120%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 1.100 Job efficiency ; 0.830 0.830 (1 shiWday) <br />Adjusted bucket capacity : 7.700 LCY Net wrrectian ; 0.830 0.830 <br />Loose <br />volume : 48,888 LCY <br />
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