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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name: DRMS <br />Task #: 03a State : Colorado Permit/job #:M-1997-098 <br />Date <br />User <br />0212912008 <br />THM <br />County : Moffat <br />Site : Flaq Creek Quarry <br />Abbreviation :none <br />Filename :M098-03a <br />Permit or other job action :Final Reclamation Cost Update <br />Task description :Haul topsoil from borrow pit to terraces <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck : Generic 10-12 cy, 6x4 <br />-Loader : CAT 966G (2002) <br />Support equipment -Load area : NA <br />-Dump area : Cat D8R Series II - 8SU (2005) <br />Road maintenance -Motor grader : NA <br />-Water truck . NA <br />Cost Breakdown : Truck/Loader Work Team Support Eq uipment Road Maintenance Equipment <br /> Truck Loading Tool Load Area Dump Area Motor Grader Water Truck <br />Import data filename : truck2 loader NA dozer NA NA <br />% Utilization-machine : 100 100 NA 100 NA NA <br />-Ripper attachment : NA NA NA 50 NA NA <br />Ownership cost/hour : $12.32 $29.49 NA $50.32 NA NA <br />Operating cost/hour : $43.93 $40.39 NA $77.13 NA NA <br />Ripper op. cost/hour : NA NA NA $0.00 NA NA <br />Operator cost/hour : $21.72 $32.78 NA $32.78 NA NA <br />Unit subtotals : $77.97 $102.66 NA $160.22 NA NA <br />Number of units : 2 1 0 1 0 0 <br />Group subtotals : Work : $258.60 Support: $160.22 Maintenance : $0.00 <br /> Total work team cost/hour : $418.82 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />448 CCY factor : <br />8 <br />l 1.215 volume : 10,264 LCY <br />, <br />ume : <br />vo <br />Source of quantity take-off : Staff estimate <br />Source of estimated swell factor : CAT Handbook <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 : 1,600 pounds/LCY Struck volume : 10.00 LCY <br />Descr.: Top Soil Heaped volume : 12.00 LCY <br />Rated payload : 35,400 pounds Average volume : 11.00 LCY <br />Payload capacity : 22.12 LCY Adjusted volume': 12.00 LCY <br /> Final truck volume based on number of loader passes : 8.31 LCY <br /> truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft. ) : 8,200 <br />Rated capacity (nom. heaped) : 4.750 LCY Truck Loader Source <br />: Loose material - 1 " and <br />Descr over (85 - 90%) Altitude adj.: 0.970 0.850 (Cat HB) <br />. <br />Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 shiftlday) <br />Adjusted bucket capacity: 4.156 LCY Net correction : 0.805 0.705 <br />