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®~~9 <br />sheet 1 of 2 <br /> CIRCES Cost Estimating Software <br /> TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br /> Agency or organization name : DMG <br />Task # : 004 State :Colorado PermiUjob # : M-2000-098 <br />Date : 07/19/2002 County :Chaffee Abbreviation :none <br />User : TDG Site :Monarch Quarry Filename : M098-004 <br />Permit or other job action :permit consolidation <br />Task description :place riprap over regrade spoil pile face <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck :Cat 769D <br />-Loader :SCAT 980G standard lilt <br />Support equipment -Load area :Cat OfOR - 10U <br />-Dump area :Cat D10R - l0U <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 filename : truck2 loader dozer dozer NA NA <br />% Utiliution-machine : 87 100 100 100 NA NA <br />-Ripper attachment : NA NA 100 0 NA NA <br />Ownership cost/hour: $50.87 $33.32 $71.35 $71.35 NA NA <br />Operating cosUhour: $47.44 $42.52 $112.82 $112.82 NA NA <br />Ripper op. cosUhour. NA NA $11.13 $0.00 NA NA <br />Operator cost/hour: $20.68 $30.84 $30.65 $30.65 NA NA <br />Unit subtotals: $118.99 $106.68 $225.95 $214.81 NA NA <br />Number of units : 3 1 1 1 0 0 <br />Group subtotals : Work : $463.65 Support : $440.76 Maintenance : $0.00 <br />Total work team cost/hour : $904.41 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 12,100 LCY factor: NA volume: 12,100 LCY <br />Source of quantity take-off : provided by operator <br />Source of estimated swell factor : NA <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Caoacity <br />Tmck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 3,300 pounds/LCY Struck volume : 21.60 LCY <br />Descr.: Decomposed rock - 75% rock, 25% earth Heaped volume : 31.70 LCY <br />Rated payload : 75,260 pounds Average volume : 26.65 LCY <br />Payload capacity : 22.81 LCY Adjusted capacity : 22.81 LCY <br />Final adjusted truck capacity based on specifc number of loader passes : 19.69 LCY <br />Loading Tool Caoacity : Job Contlition Corrections : Site altitude (ft.) : 10,100 <br />Rated capacity (nom. heaped) : 7.500 LCY Truck Loader Source <br />Descr.: Blasted rock -well blasted (80 - 95%) Altitude adj.: 0.880 0.960 (Cat HB) <br />Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 shilbday) <br />Adjusted bucket capacity : 6.562 LCY Net correction : 0.730 0.797 <br /> <br />