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Truck/loader team -Truck : <br />- Loader :CAT <br />Cat 773D (2002) <br />50908 <br />Support equipment -Load area :NA <br />-Dump area :Cat <br />D6R - 6S (2003) <br />Road maintenance -Motor grader : <br />-W ater truck : <br />CAT 14H <br />• <br />Water Tanker, 3,500 Gal. <br />Cost Breakdown : <br />Truck/Loader <br />Truck <br />Work Team <br />Loading Tool <br />Support Equipment <br />Load Area <br />Dump Area <br />Road Maintenance <br />Motor Grader <br />Equipment <br />Water Truck <br />Import data filename : <br />truck2 <br />shovel <br />NA <br />dozer <br />grader <br />misctruk <br />% Utilization- machine : <br />97 <br />100 <br />NA <br />100 <br />50 <br />50 <br />- Ripper attachment : <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />Ownership cost/hour : <br />$63.47 <br />$85.96 <br />NA <br />$24.86 <br />$41.68 <br />$11.98 <br />Operating cost/hour: <br />$91.70 <br />$158.57 <br />NA <br />$40.27 <br />$24.30 <br />$12.16 <br />• Ripper op. cost/hour : <br />NA <br />NA <br />NA <br />$0.00 <br />$0.00 <br />NA <br />Operator cost/hour : <br />$25.88 <br />$38.72 <br />NA <br />$38.54 <br />$38.91 <br />$38.70 <br />Unit subtotals : <br />Number of units : <br />$181.05 <br />$283.25 <br />NA <br />$103.66 <br />$104.89 <br />$62.83 <br />2 <br />1 <br />0 <br />1 <br />1 <br />1 <br />Group subtotals : <br />Work : $645.35 <br />Support : $103.66 <br />Maintenance : $167.72 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name :DRMS <br />Task # : 006 State :Colorado Permit/job # : M - 1999 - 006 <br />Date : 10/22/2009 County :Weld Abbreviation : none <br />User : MAC Site :Kurtz Resource Recovery Filename :M006-006 <br />Permit or other job action :Bond Estimate <br />Task description :Replacing Topsoil - TractB <br />'<: »:::: ?rzi:: >:: ?<: s:s >:: > >: #: >:::<:::: >> <:�; >:z: >::: r >: >.::8:t:: >::3 >: >: � <:><:>:'' t : E::: >: »:<:: ><: ?:::;: » ?:::i >ss »: � i>::>:: i'• siSS;:+ is �>> r:; ;::.::. »::;: >:;;:.;;;:.;;:.::�: �;:,.:�;::- ::._:::::: >::::. �:: > :::::..::.:::::::.::...:...... <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />MATERIAL QUANTITIES <br />Initial <br />volume : 15,424 LCY <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Payload (weight) Basis : <br />Material weight : 1,600 pounds /LCY <br />Descr. : Top Soil <br />Rated payload : 108,060 pounds <br />Payload capacity : 67.54 LCY <br />Loading Tool Capacity : <br />Rated capacity (nom. heaped) : 7.500 LCY <br />Descr. :Bank Clay; Earth (100 % -105 %) <br />Bucket fill factor : 1.025 <br />Adjusted bucket capacity : <br />Description <br />7.687 LCY <br />sheet 1 of 2 <br />Total work team cost/hour : $916.74 <br />Source of quantity take -off :Revised Relcamation Estimate (Spreadsheet) <br />Source of estimated swell factor :NA <br />Material purchase cost : $0.00 /LCY <br />Swell Loose <br />factor : NA volume : 15,424 LCY <br />Total cost : $0 <br />Truck Bed (volume) Basis : <br />Struck volume : <br />Heaped volume : <br />Average volume : <br />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 />33.80 LCY <br />45.90 LCY <br />39.85 LCY <br />45.90 LCY <br />38.44 LCY <br />J <br />Altitude adj. : <br />Job efficiency : <br />Net correction : <br />Truck <br />1.000 <br />0.830 <br />0.830 <br />Loader <br />1.000 <br />0.830 <br />0.830 <br />ob Condition Corrections : Site altitude (ft.) : 4,800 <br />Source <br />(Cat HB) <br />1 shift/day) <br />