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sheet 1 of 2 <br /> CIRCES Cost Estimatino Software <br />• 7RUCK/LOADER TEAM WORK <br />:... <br />PROJECT IDENTIFICATION f: °' <br />' <br />Agency or organization name :Colorado Division O(Mine2ls And Geology <br />Task#: 005 State:Co/orado PermiVob#:C•81-020 <br />Date: Ofir25/2002 Counry:Gafie/d Abbreviation :none <br />User: JRS Sile :Munger Canyon Mine Filename:C020-005 <br />Permit or otherjob action :Permit Renewal 04 <br />Task descdption :Excavate Topsoil and Haul to Mine <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br /> Equipment Description <br />Truck/loader team -Truck :Generic 8-f0 cy, 6x4 <br />• <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water Wck <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 Truck <br />Import data filename ~ truck2 excavate NA NA NA NA <br />Utilization-machine . 100 100 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cosUhour: $12.57 $41.55 NA NA NA NA <br />Operating costRrour . $18.77 $44.44 NA NA NA NA <br />Ripper op. cosUhour: NA NA NA NA NA NA <br />Operatorcost/hour. $23.61 $28.18 NA NA NA NA <br />Unit subtotals : $54.89 $114.17 NA NA NA ~ NA <br />Number of units : 4 1 0 0 0 0 <br />Group subtotals: Work: $333.72 Support: $0.00 Maintenance: $0.00 <br />Total work team cosUhour : $333.72 <br />MATERIAL QUANTITIES ~ -- <br />Initial Swell Loose <br />volume: 1,539 CCY factor: 1.165 volume: 1,793 LCY <br />Source of quantity takeoR:Operator Estimate <br />Source of estimated swell factor :CAT Handbook <br />Material purchase cost : $0.00 /LCY Total wst : $0 <br />Truck CaoaclN <br />Descr. <br />i Basis : ~ Truck Bed <br />Material weight : 2,900 pounds/LCY Struck volume : 8.00 LCY <br />rmposed rock - 50% rock, 50% earth ~ Heaped volume : 10.00 LCY <br />Rated payload : 22,000 pounds Average volume : 9.00 LCY <br />Payload capacity : 7.59 LCY Adjusted capacity : 7.59 LCY <br />Final adjusted truck capacity based on specific number of loader passes : 7.88 LCY <br />Loading Tool CaoaciN: <br />• Rated capacity (nom. heaped) : 2.250 <br />Descr.:Loose material - 7' and over (85 <br />Bucket fill factor : 0.875 <br />Adjusted bucket capacity : 1.969 <br />LCV <br />90%) Altitude adj. ~ 1.000 <br />Job efficiency 0.830 <br />,LCY Net correction 0.830 <br />Table 3.9-6 -9- <br />Site altitude (R.) <br />Loatler <br />1.000 <br />0.830 <br />08/03 <br />