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CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Task #: 005 State : Colorado Permit/job # : C-1981-020 <br />Date : 0711612010 County :Garfield Abbreviation :none <br />User : JRS Site : Munger Canyon Mine Filename : C020-005 <br />Permit or other job action :2010 Midterm Review (MT-06) <br />Task description : Excavate Topsoil and Haul to Mine <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br /> Equipment Description <br />Truck/loader team -Truck : Generic 8-10 cy, 6x4 <br />-Loader : Cat 330C L <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <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 excavate NA NA NA NA <br />% Utilization-machine : 100 55 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $10.10 $45.38 NA NA NA NA <br />Operating cost/hour : $31.23 $29.54 NA NA NA NA <br />Ripper op. cost/hour : NA NA NA NA NA NA <br />Operator cost/hour : $22.29 $38.72 NA NA NA NA <br />Unit subtotals : $63.61 $113.65 NA NA NA NA <br />Number of units : 4 1 0 0 0 0 <br />Group subtotals : Work : $368.10 Support : $0.00 Maintenance : $0.00 <br />MATERIAL QUANTITIES <br />Initial Swell <br />volume : 1,539 CCY factor <br />Source of quantity take-off :Operator Estimate <br />Source of estimated swell factor : CAT Handbook <br />Material purchase cost : $0.00 /LCY <br />HOURLY PRODUCTION <br />Truck Cauacity : <br />LCY <br />Total cost : $0 <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,900 pounds/LCY Struck volume : 8.00 LCY <br />Descr.: Decomposed rock - 50% Rock, 50% Earth Heaped volume : 10.00 LCY <br />Rated payload : 27,280 pounds Average volume : 9.00 LCY <br />Payload capacity: 9.40 LCY Adjusted volume*: 9.40 LCY <br /> Final truck volume based on number of loader passes : 7.88 LCY <br /> * truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 5,600 <br />Rated capacity (nom. heaped) : 3.000 LCY Truck Loader Source <br />Descr.:Loose material - I" and over (85 - 90%) Altitude adj.: 1.000 1.000 (Cat HS) <br />Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 shif 1day) <br />Adjusted bucket capacity: 2.625 LCY Net correction : 0.830 0.830 <br />Total work team cost/hour : $368.10 <br />Loose <br />1.165 volume : 1.793