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sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />Agency or organ <br />Task #: 052 <br />Date : 0510712010 <br />User : JHB <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 : C087-052 <br />Permit or other job action :New application <br />Task description: Haul backtlll mat. from Coal Handling Facilities to portal f.u. <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />?Fauinment Desrrintion <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 />Road maintenance -Motor grader : NA <br />-Water truck : Water 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 : 90 100 100 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 : $62.53 $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 : $137.10 $177.70 $243.45 NA NA $122.56 <br />Number of units : 4 2 1 0 0 1 <br />Group subtotals : Work : $903.79 Support : $243.45 Maintenance : $122.56 <br />Total work team cost/hour : $1,269.79 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 291,017 CCY factor : 1.125 volume : 327,394 LCY <br />Source of quantity take-off :Map 2.05.3 MIA, volume of face-up, % 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 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 shift/day) <br />Adjusted bucket capacity : 6.765 LCY Net correction : 0.830 0.830 <br />