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sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />Agency or organ <br />Task # : 04a <br />Date : 0112812008 <br />User: SSS <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />ization name :DRMS <br />State : Colorado Permit/job #:M-1977-205 <br />_ County :Delta Abbreviation :none <br />Site : Tr- County Gravel Filename : M205-04a <br />Permit or other job action : TR-02 <br />Task description :Backh/l the south and east side highwalls of Phase 2 to 3H:1V <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Description <br />Truck/loader team -Truck : Generic 15-18 cy, 6x4 <br />-Loader : CA T 966G (2002) <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Wati?r trunk <br />D7R DS Series 11 - 7SU <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 NA dozer NA NA <br />% Utilization-machine : 98 100 NA 70 NA NA <br />-Ripper attachment : NA NA NA 0 NA NA <br />Ownership cost/hour : $19.20 $29.49 NA $41.70 NA NA <br />Operating cost/hour : $52.04 $40.39 NA $39.34 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 : $92.95 $102.66 NA $113.81 NA NA <br />Number of units 1 0 1 0 0 <br />Group subtotals : Work : $288.56 Support : $113.81 Maintenance : $0.00 <br />Total work team cost/hour : $402.37 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 24,445 CCY factor : 1.125 volume : 27,501 LCY <br />Source of quantity take-off :Assume 11001 x 20'H Backfiled from vertical to 3:1 grade <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 />Descr.:Earth - <br />Material weight : 2,550 pounds/LCY Struck volume : <br />Rated payload <br />Payload capacity <br />Heaped volume : <br />63,980 pounds Average volume : <br />25.09 LCY Adjusted volume': <br />Final truck volume based on number of loader passes <br />truck volume adjusted to not exceed rated payload or heaped volume <br />15.00 LCY <br />18.00 LCY <br />16.50 LCY <br />18.00 LCY <br />17.57 LCY <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 5,380 <br />Rated capacity (nom. heaped) : 4.750 LCY Truck Loader Source <br />Descr.: Loose material - 118" to 318" (90 - 95%) Altitude adj.: 1.000 0.920 (Cat HB) <br />Bucket fill factor : 0.925 Job efficiency : 0.830 0.830 (1 shifbday) <br />Adjusted bucket capacity : 4.394 LCY Net correction : 0.830 0.764 <br />