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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />Agency or organization name :Colorado Division Of Reclamation, Mining And Safety <br />Task # : 09g State :Colorado PenniVjob # : C-80-007 <br />Date : 0622/2007 County :Gunnison Abbreviation :none <br />User : TAK Site :West Elk Mine Filename :0007-09g <br />Permit or other job action :TR-109 <br />Task description :Distribute topsoil on Deer Creek Shaft pad and access road <br />HOURLY EQUIPMENT COST ~~ ~ Shift basis : ~~ 1 per day ~~~ ~~ <br />Equipment Description <br />TrucWloader team -Truck : Genedc 10-12 cg 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 : TrucWLoader 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 : 97 100 100 100 NA NA <br />-Ripper attachment: NA NA 0 0 NA NA <br />Ownership cesVhour: $11.86 $29.75 $64.72 $64.72 NA NA <br />Operating cesUhour : $39.97 $38.33 $98.84 $98.84 NA NA <br />Ripper op. cesVhour : NA NA $0.00 $0.00 NA NA <br />Operator cosUhour: $21.75 $32.78 $32.78 $32.78 NA NA <br />Unit subtotals : $73.58 $100.85 $196.34 $196.34 NA NA <br />Number of units : 3 1 1 1 0 0 <br />Group subtotals : Work : $321.59 Support : $392.68 Maintenance : $0.00 <br />Total work team cesVhour : $714.26 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 3,065 CCY factor: 1.000 volume : 3,055 LCY <br />Source of quantity take-off :1.9 acres X 1 /oot thick <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.: Earth -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': 72.00 LCY <br /> Final truck volume based on number of loader passes : 8.55 LCY <br /> 'truck volume atllustetl to not exce etl ratetl payloatl or heapetl volume <br />Loading Tool CaoaciN : Job Condition Corrections : Site altitude (ft.) : t <br />Rated capacity (nom. heaped) : 4.750 LCY Truck loader S <br />Descr.:Other- soil, boulders, roots (80 -100%) Altitude adj.: 1.000 0.920 (C <br />Bucket fill factor : 0.900 Job efficiency : 0.830 0.830 (use <br />Adjusted bucket capacity : 4.275 LCY Net cerredion : 0.830 0.764 <br />