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sheet 1 of 2 <br />Date <br />User <br />0412112009 <br />THM <br />County :Delta <br />Site : Delta Paving Gravel Pit <br />Permit or other job action : Fianl Reclamation Cost Estimate <br />Task description: Replace topsoil on 5.9 acre stockpile area <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck <br />-Loader: <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />_1A/atar to irk <br />aipment Description <br />neric 8-10 cy, 6x4 <br />T 950G (2002) <br />F D8R Series ll - 8SU <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 : 89 100 NA 100 NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $9.32 $21.07 NA $50.32 NA NA <br />Operating cost/hour : $31.11 $30.76 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 : $62.15 $84.61 NA $160.22 NA NA <br />Number of units : 2 1 0 1 0 0 <br />Group subtotals : Work : $208.92 Support : $160.22 Maintenance : $0.00 <br />Total work team cost/hour : $369.74 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 4,759 LCY factor : NA volume : 4,759 LCY <br />Source of quantity take-off :6" topsoil over 5.9 acres <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 Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight <br />Descr.: Top Soil <br />Rated payload <br />Payload capacity <br />1,600 pounds/LCY Struck volume : 8.00 LGY <br /> Heaped volume : 10.00 LCY <br />27,280 pounds Average volume : 9.00 LCY <br />17.05 LCY Adjusted volume*: 10.00 LCY <br />Final truck volume based on number of loader passes : 9.84 LCY <br />- truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 4,980 <br />Rated capacity (nom. heaped) : 3.750 LCY Truck Loader Source <br />Descr.: Loose material - 1 " and over (85 - 909yo) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity : 3.281 LCY Net correction : 0.830 0.830 <br />Abbreviation :none <br />Filename :M105-05a