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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADERTEAM WORK <br />Task # <br />Date <br />User <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />100 State : Colorado PermiVjob # : C-80-007 <br />09/192006 County : Gunnison Abbreviation :none <br />TAK Site : West EIk Mine Filename :0007-100 <br />Permit or other job action :Permit Renewal RN-OS <br />Task description :Replace topsoil from water tank stockpile to LRP <br />HOURLY EQUIPMENT COST Shift basis : ~~~~ 1 per day ~~ <br />Tmck/loader team -Truck :Generic 10.12 cy, 6x4 <br />-Loader :CAT 966G (2002) <br />Support equipment -Load area :Cat D9R - 9SU (2005) <br />-Dump area :Cat D9R - 9SU (2005) <br />Road maintenance -Motor grader : NA <br />-Water truck : NA <br />Cost Breakdown : Truck/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 flename : truck2 loader dozer dozer NA NA <br />Utilization-machine : 100 99 100 100 NA NA <br />-Ripper attachment: NA NA 0 0 NA NA <br />Ownership cosUhour: $11.86 $29.75 $64.72 $64.72 NA NA <br />Operating cosVhour: $41.22 $37.89 $98.84 $98.84 NA NA <br />Ripper op. cosVhour: NA NA $0.00 $0.00 NA NA <br />Operator cosOhour: $21.75 $32.78 $32.78 $32.78 NA NA <br />Unit subtotals : $74.83 $100.41 $196.34 $196.34 NA NA <br />Number of units : 6 1 1 1 0 0 <br />Group subtotals : Work : $549.37 Suppon : $392.68 Maintenance : $0.00 <br />Total work team cosUhour : $942.05 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 11,580 CCY factor: 1.125 volume: 13,028 LCY <br />Source of quantity take-off :Operator estimate <br />Source of estimated swell factor :CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cost : - $0 <br />HOURLY PRODUCTION <br />Truck Caoaci <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2,550 pounds/LCY Struck volume : 10.00 LCY <br />Descr.: EaRh -Dry packed Heaped volume : 12.00 LCY <br />Rated payload : 35,400 pounds Average volume : 11.00 LCY <br />Payload capacity : 13.88 LCY Adjusted volume': 12.00 LCY <br /> Final truck volume based on number of loader passes : 8.55 LCY <br /> 'truck volume atljuste0 to not exce etl ratetl paybatl or heapetl volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 6,300 <br />Rated capacity (nom. heaped) : 4.750 LCY Truck Loader Source <br />Descr.:Other- soil, boulders, roots (80 -100%) Altitude adj.: 1.000 0.920 (Cat HB) <br />Bucket fill factor : 0.900 Job efficiency : 0.830 0.830 (user) <br />Adjusted bucket capacity : 4.275 LCY Net correction : 0.830 0.764 <br />