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sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />Agency or orgal <br />Task # : 01a <br />Date : 04/22/2008 <br />User : THM <br />CIRCES Cost Estimating Software <br />TRUCKILOADER TEAM WORK <br />_- _ <br />tization name : DRMS <br />State :Colorado PermiUjob # : M-1985-219 <br />_ County :Mesa Abbreviation :none <br />Site : 32 Road Pit Filename : M219-01a <br />Permit or other job action :Final Reclamation Cost Update <br />Task description : Back fill slopes along west end of permit to 3H:1 V <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck :Generic 8-10 cy, 6x4 <br />-Loader :CAT 950G (2002) <br />Support equipment -Load area : NA <br />-Dump area : NA <br />Road maintenance -Motor grader : NA <br />1ni..a.,. ~., ...L • Ald <br />Cost Breakdown : Truck/Loader W ork 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 NA NA NA NA <br />Utilization-machine : 100 95 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $9.32 $21.07 NA NA NA NA <br />Operating cost/hour : $35.05 $29.10 NA NA NA NA <br />Ripper op. cost/hour : NA NA NA NA NA NA <br />Operator costlhour : $24.14 $32.78 NA NA NA NA <br />Unit subtotals : $68.52 $82.96 NA NA NA NA <br />Number of units : 2 1 0 0 0 0 <br />Group subtotals : Work : $219.99 Support : $0.00 Maintenance : $0.00 <br />Total work team cosUhour : JSL7'J.y'J <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 7,500 LCY factor : NA volume : 7,500 LCY <br />Source of quantity take-off :Annual Map and Reclamation Plan <br />Source of estimated swell factor : NA <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Caaacity <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight <br />Descr.: Earth -Dry packed <br />Rated payload <br />Payload capacity <br />2,550 pounds/LCY Struck volume : S.OU LcY <br /> Heaped volume : 10.00 LCY <br />27,280 pounds Average volume : 9.00 LCY <br />10.70 LCY Adjusted volume': 10.00 LCY <br />Final truck volume based on n umber of loader passes : 9.84 LCY <br />'truck wlume adjusted to not exceed rated payload or heaped wlume <br />Loading Tool Caaacity : goo ~onamon wrrc~cuor <br />Rated capacity (nom. heaped) : 3.750 LCY Truck <br />Descr.: Loose material - 1 "and over (85 - 90%) Altitude adj.: 1.000 <br />Bucket fill factor : 0.875 Job efficiency : 0.830 <br />Adjusted bucket capacity : 3.281 LCY Net correction : 0.830 <br /> <br />Site altitude (ft.) : 4, 700 <br />Loader Source <br />1.000 (Cat HB <br />0.830 (1 shiff/da <br />0.830 <br />