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®~~ r <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 # : 003 State :Colorado Permit/job # : M-2000-098 <br />Date : 0 7/192 0 0 2 County :Chaffee Abbreviation :none <br />User : TDG Site :Monarch Quarry Filename : M098-003 <br />Permit or other job action :permit consolidation <br />Task descdption : backfiil pit <br />HOURLY EQUIPMENT COST ~~ Shift basis: lper day <br />TruclNoader team-Truck: Cat 769D <br />-Loader :CAT 980G standard lilt <br />Support equipment -Load area : NA <br />-Dump area : Cat DIOR - fOU <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : Truck/Load <br />Truck er Work Team <br />Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data flename : truck2 loader NA dozer NA NA <br />%Utilization-machine : 91 100 NA 100 NA NA <br />-Ripper attachment : NA NA NA 0 NA NA <br />Ownership cost/hour : $50.87 $33.32 NA $71.35 NA NA <br />Operating cost hour: $49.53 $42.52 NA $112.82 NA NA <br />Ripper op. cost/hour : NA NA NA $0.00 NA NA <br />Operator cosUhour : $20.68 $30.84 NA $30.65 NA NA <br />Unit subtotals: $121.08 $106.68 NA $214.81 NA NA <br />Number of units : 3 1 0 1 0 0 <br />Group subtotals : Work : $469.91 Support : $214.81 Maintenance : $0.00 <br />MATERIAL QUANTITIES <br />Initial Swell <br />volume: 8,000 CCY factor <br />Total work team cosUhour : $684.73 <br />Loose <br />1.215 volume: 9,720 <br />Source of quantity takeoff : esh'mate provided by o <br />Source of estimated swell factor : chb <br />Material purchase cost : $0.00 /LCY <br />HOURLY PRODUCTION <br />Truck Capacity <br />Total cost : $0 <br />Truck 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 />Loadino Tool Capacity : Job Condition CorreMions : Site altitude (ft.) : 10,100 <br />Rated capacity (nom. heaped) : 7.500 LCY Truck Loader Source <br />Descr.: Loose mateda/- 1"and over (85 - 90%) Altitude adj.: 0.880 0.960 (Cat HB <br />Bucket fill factor : 0.875 <br />Adjusted bucket capacity : 6.562 LCY Job efficiency : <br />Net correction : 0.830 <br />0.730 0.830 <br />0.797 (1 shifUda~ <br />LCY <br />