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PROJECT IDENTIFICATION <br />Agency or organ <br />Task # : 09b <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 :Tri County Gravel Filename :M205-09b <br />sheet 1 of 2 <br />Permit or other job action : TR-02 <br />Task description: Load, haul and place topsoil on south parcel facilities area <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck :Generic 15-18 cy, 6x4 <br />-Loader :ACA T 966G (2002) <br />Support equipment -Load area :NA <br />-Dump area :Cat D7R DS Series ll - 7SU <br />Road maintenance -Motor grader <br />-Water truck <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 : 99 100 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 : $52.89 $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 : $93.80 $102.66 NA $113.81 NA NA <br />Number of units : 4 1 0 1 0 0 <br />Group subtotals : Work : $477.88 Support : $113.81 Maintenance : $0.00 <br />Total work team cost/hour : $591.70 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 2,800 LCY factor : NA volume : 2,800 LCY <br />Source of quantity take-off :Assume 5 ac. covered w/4" of topsoil <br />Source of estimated swell factor : NA <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Pavload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 1,600 pounds/LCY Struck volume : 15.00 LCY <br />Descr.: Top Soil Heaped volume : 18.00 LCY <br />Rated payload : 63,980 pounds Average volume: 16.50 LCY <br />Payload capacity : 39.99 LCY Adjusted volume*: 18.00 LCY <br /> Final truck volume based on number of loader passes : 14.96 LCY <br /> ' truck volume adjusted to not exceed rated payload or heaped volume <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.: Other - moist loam (100-110%) Altitude adj.: 1.000 0.920 (Cat HB) <br />Bucket fill factor : 1.050 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity : 4.987 LCY Net correction : 0.830 0.764 <br />