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PROJECT IDENTIFICATION <br />Agency or organ <br />Task #: 053 <br />Date : 0510712010 <br />User : JHB <br />sheet 1 of 2 <br />Permit or other job action :New application <br />Task description : Haul backtill mat from utility pad area to portal face-up <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />?Fni inment Desrrintinn <br />Truck/loader team -Truck : Cat 769D <br />-Loader : CAT 988G (2005) <br />Support equipment -Load area : Cat D10R - 10SU (2005) <br />-Dump area: NA <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />ization name : Division Of Reclamation, Mining And Safety <br />State : Colorado Permit/job #: C2009-087 <br />County :Routt Abbreviation :none <br />Site : Peabody Sage Creek Mine Filename : C087-053 <br />Road maintenance -Motor grader <br />-Water truck <br />Tanker, 10,000 Gal. <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 filename : truck2 loader dozer NA NA misctruk <br />% Utilization-machine : 95 100 100 NA NA 25 <br />-Ripper attachment : NA NA 20 NA NA NA <br />Ownership cost/hour : $52.27 $62.60 $76.61 NA NA $62.58 <br />Operating cost/hour : $65.85 $76.38 $128.30 NA NA $21.28 <br />Ripper op. cost/hour : NA NA $0.00 NA NA $0.00 <br />Operator cost/hour : $22.29 $38.72 $38.54 NA NA $38.70 <br />Unit subtotals : $140.41 $177.70 $243.45 NA NA $122.56 <br />Number of units : 6 3 1 0 0 1 <br />Group subtotals : Work : $1,375.58 Support : $243.45 Maintenance : $122.56 <br />MATERIAL QUANTITIES <br />Initial <br />volume : 183.389 <br />Total work team cost/hour : $1,741.58 <br />Swell Loose <br />CCY factor : 1.125 volume : 206,312 LCY <br />Source of quantity take-off :Map 2.05.3 MIA, portal F. U. Vol.. % of disturbance <br />Source of estimated swell factor : Caterpillar Handbook 40th edition <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br /> <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,650 pounds/LCY Struck volume : 21.60 LCY <br />Descr. : Decomposed rock - 25% Rock, 75% Earth Heaped volume : 31.70 LCY <br />Rated payload : 82,000 pounds Average volume : 26.65 LCY <br />Payload capacity : 30.94 LCY Adjusted volume*: 30.94 LCY <br />Final truck volume based on number of loader passes : 27.06 LCY <br />truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.): 6,800 <br />Rated capacity (nom. heaped) : 8.200 LCY Truck Loader - <br />Source <br />Descr.: Blasted rock - avg. blasted (75 - 90%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.825 Job efficiency : 0.830 0.830 (1 shif 1day) <br />Adjusted bucket capacity : 6.765 LCY Net correction : 0.830 0.830 <br />