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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER 7EAM WORK <br />PROJECT ID ENTIFICATION <br /> Agency or organization name : DMG <br />Task # : 01 k State : Co%rado PermiUjob ff : M-1977-342 <br />Date: 05/30/2002 County :Clear Creek Abbreviation :none <br />User: ESC Site :Henderson Mine Filename :M342-O1k <br /> <br />Permit or other job action :Reevaluate amount of required bond <br /> Task description :Purchase/Haul/Spread Growfh Media on Pond 1.2 <br /> <br />HOURLY EQ UIPMENT COST Shitt basis : 1 per day <br /> Equipment Description <br />Truck/loader team -Truck :Generic 12-18 cy, 6x4 <br />-Loader :CAT 966E S.2 sfd. lift (1999) <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : Truck/Loatl <br />Truck er Work Team <br />Loading Tool Support Equipment <br />Loatl Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader NA NA NA NA <br />Utilization-machine : 98 100 NA NA NA NA <br />-Ripper attachment: NA NA NA NA NA NA <br />Ownership cosVhour : $20.12 $30.78 NA NA NA NA <br />Operating cosVhour: $26.09 $30.74 NA NA NA NA <br />Ripper op. cosUhour : NA NA NA NA NA NA <br />Operator cosUhour : $23.61 $27.99 NA NA NA NA <br />Unit subtotals : $69.82 $89.51 NA NA NA NA <br />Number Of units : 73 1 0 0 0 0 <br />Group subtotals : Work : $997.16 Support : $0.00 Maintenance : $0.00 <br />Total work team cosUhour : $997.16 <br />MATERIAL QUANTITIES <br />Initial Swell <br />volume: 2,840 LCY factor: <br />Source of quantity take-oft :TR-08 <br />Source of estimated swell factor : NA <br />Material purchase cost : $10.00 /LCY <br />HOURLY PRODUCTION <br />Truck Caoacity <br />Total cost : $28,400 <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weighs ; 2,100 pounds/LCY Struck volume <br />Descr.: Earth -loam Heaped volume <br />Rated payload : 48,000 pounds Average volume <br />Payload capacity : 22.86 LCY Adjustetl capacity <br />Final adjusted truck capacity based on specific number of loader passes <br />LoatlingToolCaoacity: t ilon or c n <br />Rated capacity (nom. heaped) : 4.500 LCY Truck i <br />Descr.: Loose material - mixetl moist aggregates (95-10 Altitude adj, : 0.970 <br />Bucket fill factor : 0.975 Job efficiency : 0.830 <br />Adjusted bucket capacity : 4.388 LCY Net correction : 0.805 <br />Loose <br />NA volume : 2,840 LCY <br />12.00 LCY <br />18.00 LCY <br />15.00 LCY <br />15.00 LCY <br />13.16 LCY <br />Site altitude (tt.) : 10,000 <br />Loader Source <br />1.000 (Cat HB <br />0.830 (1 shfWda <br />0.830 <br />