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;• <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />sheet 1 of 2 <br />PROJECT IDENTIFICATION <br /> Agency or organization name :Colorado Division O/ Minerals And Geology <br />Task ll: 018 State :Colorado Permitlob n: C-81-041 <br />Date : 04/25/2001 County :Mesa Abbreviation : none <br />User : JRS Site :Roadside Portals Filename : C041-018 <br />Per mit or other job action :Roadside Portals Current Liability <br /> Task description :Haul Cover /rom Stockpile 3 to CRDA #2 <br />HOURLY EQUIPMENT COST Shitt basis : 1 per day <br /> Equipment Description <br /> TrucWloader team -Truck Generic 12.78 cy. 6x4 <br /> -Loader : CAT 950E S.2 std. lilt (7998) <br /> Support equipment -Load area . Cat D8R - 8SU <br /> -Dump area : Cat D8R - 8SU <br /> Road maintenance -Motor grader : NA <br /> -Water truck : NA <br />Cost Breakdown : TrucklLOad <br />Truck er Work Tea <br />Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Gratler Water Truck <br />Import data filename ~ truck2 loader dozer dozer NA NA <br />Utilization-machine : 100 97 25 100 NA NA <br />-Ripper attachment: NA NA 25 0 NA NA <br />Ownership cosMour : $20.12 519.50 $49.50 $49.50 NA NA <br />Operating cosUhour: 526.72 $23.49 516.50 $65.98 NA NA <br />Ripper op. cosUhour: NA NA $1.87 $0.00 NA NA <br />Operator cosVhour : 523.61 $27.99 527.99 527.99 NA NA <br />Unit subtotals : 57D.45 570.99 $95.86 $143.48 NA NA <br />Number of units : 4 1 1 2 0 0 <br />Group subtotals : Work : 5352.79 Support : $382.81 Maintenance : $0.00 <br />Total work team cost/hour : $735.60 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 8,571 CCY factor : 1.765 volume : 9,985 LCY <br />Source of quantity take-off :Exhibits 9A, 9B, 51 and 52 <br />Source of estimated swell factor :CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2.900 pounds/LCY Struck volume : 12.00 LCY <br />Descr.: Decomposed rock - 50°o rock, 50 % eann Heaped volume : 18.00 LCY <br />Rated payload : 48,000 pounds Average volume : 15.00 LCY <br />Payload capacity : 16.55 LCY Adjusted capacity : 15.00 LCY <br />Final adjusted truck capacity based on specilic number of loader passes : 15.31 LCY <br />Loading Tool Caoacity; o on iti n ton ~ Site altitude (tt.) : 5,000 <br />Rated capacity (nom. heaped) : 3.500 LCY Truck Loader Source <br />Descr.: Loose material - 1/2' fo 3/4' (85 - 90%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 shiWdayJ <br />Adjusted bucket capacity : 3.062 LCY Net correction : 0.830 0.830 <br />