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<br />CIRCES Cost Estimating Software <br />SCRAPER-ONLY WORK <br />PROJECT IDENTIFICATION <br />Bowl (volume) Basis <br /> Agency or organization name : DMG <br />Task q : 001 Slate :Colorado PermiUjeb it : M-2001-002 <br />Date : 05N32001 County :Montrose Abbreviation :none <br />User' RCO Site: Weimer One Gravel Filename: M002-001 <br />Perm it or other job action :Now 112 Applicanpn <br /> Task description :Haul overburden III !o reduce S and W hinhwalls <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Senes 2 <br />Cast Breakdown : Jab uhlizalion <br />Ownership cost/hour: 879.57 NA <br />Operating cosVhpur : 4116.75 100 <br />Operator cosUhour: Y28.7B NA <br />Total unit cosUhour : 8224.50 Total 8ee1 cosVheur <br />i <br />Initial <br />volume: 20,000 CCY <br />Source of quantity take-off : Rer <br />Source of estimated swell factor : Na <br />HOURLY PRODUCTION <br />Hauling Caoacity ~. <br />Screoer Pavload (weiehtl Basis <br />Swell Loose <br />factor: 1.725 volume <br />nation plan, initial phase <br />Material description <br />Earth -Dry packed <br />Rated payload : 82,000 pounds <br />Payload capacity: 32.16 LCV <br /> <br />Shift basis: 1 per day <br />Horsepower 490 <br />Weight (USn : 56.34 <br />Cost data source : (CRG) <br />$224.50 <br />22.500 LCY <br />Struck volume: 23.20 LCV <br />Heaped volume: 34.00 LCY <br />Average volume : 26.60 LCY <br />Adjusted capacity : 28.60 LCY "' <br />Cvcle Time (load + haul + soread + return) : Loading lime : 0.90 minutes' <br /> Maneuver and spreading time : 0.70 minutes <br />Travel hme : 'loading time per pair on pusn-pull motlels <br />Route I Distance (feel) Grade (%) Roll. res.(%) Total res.(%) Velocity (fpm) I Travel time (min.) <br />Haul: 500 O.P 5.0 5.0 7,243 0.57 minutes" <br />Return: 500 0.0 5.0 5.0 2,124 0.46 minutes" <br />"Vaval time adlustetl tar acceleration antl tlecelera[ion at load antl Bump points <br /> Total rycle lime 2.63 minutes <br />Job Condition Correction Factors <br /> <br />Site altitude (feet) : 5,860 Adiusled Hourly Production' <br />Altitude adjustment IacYOr : 0.96 (Cat HB) <br />Job effcienry factor : 0.83 (1 sh/NdayJ Unadjusted unit production : 653.76 LCY/Hour"' <br /> Adjusted unit production : 520.44 LCY/Hour <br />Net joh correction [actor : 0.80 Adjusted Oeel production : 520.44 LCYIHour <br /> "2 times wWme on pusn~pull motla~s <br />JOB TIME AND COST <br />Flees size : 1 Scraper(s) Total job time : 4J.23 Hours <br />Unit cost : 50.437 lLCY Total job cost : $9,706 <br />