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CIRCES Cost Estimatino Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DMG <br />Task # : 17a State :Colorado PenniVjob # :M-1977-424 <br />Date : 01/20/2006 County :Garfield Abbreviation :none <br />User: SSS Sile :Logan Wash Filename :M424-17a <br />Permit or other job action : SL-01 <br />Task description :Fill 20 manholes and 1 observation access <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />(Equipment Description <br />Tmck/loader team -Truck .' <br />-Loader: <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />iedc 8-10 cy, 6x4 <br />3458 L - VG Serii <br />D6R LGP - 6S <br />I <br />Cost Breakdown : ruck/Loader Work Team <br />Truck Loading Taal Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Gratler Water Truck <br />Import data filename : tnrck2 excavate NA dozer NA NA <br />%Utilization-machine : 100 98 NA 100 NA NA <br />-Ripper attachment: NA NA NA 0 NA NA <br />Ownership cosUhour: $12.25 $50.69 NA $27.20 NA NA <br />Operating cosUhour: $19.20 $56.30 NA $38.92 NA NA <br />Ripper op. cosVhour: NA NA NA $0.00 NA NA <br />Operator cosUhour: $21.75 $31.97 NA $31.78 NA NA <br />Unit subtotals: $53.20 $138.95 NA $97.91 NA NA <br />Number of units : 7 1 0 1 0 0 <br />Group subtotals : Work : $511.36 Support : $97.91 Maintenance : $0.00 <br /> Total work team cosVhour : $609.27 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 100 LCY factor : NA volume : 100 LCY <br />Source of quantity take-off :assume 4.6 c .y./hole fo fill <br />Source of estimated swell factor : NA <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Caoaeitv <br />Truck Payload (weight) Basis : Tmck Bed (volume) Basis <br />Material weight : 2,650 pounds/LCY Struck volume : 8.00 LCY <br />Descr.: Decomposed rock - 25% Rock, 75% Earth Heaped volume : 10.00 LCY <br />Rated payload : 27,280 pounds Average volume : 9.00 LCY <br />Payload capacity : 10.29 LCY Adjusted volume*: 10.00 LCY <br />Final truck volume based on number of loader passes : 9.86 LCY <br />'truck volume adjusted to not exce ed ratetl payloatl or heapetl volume <br />Loadlno Tool Capacity: Job Condition Corrections : Site altitude (ft.) : 7,750 <br />Rated capacity (nom. heaped) : 2.990 LCY Truck Loader Source <br />Descr.: Other -rock/dirt mixtures (100-120%) Altitude adj.: 0.970 1.000 (Cat HB) <br />Bucket fll factor: 1.100 Job efficiency: 0.830 0.830 (l shifUday) <br />Adjusted bucket capacity : 3.289 LCY Net correction : 0.805 0.830 <br />sheet 1 of 2 <br />