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Page 34 of 80 <br />Initial Volume: 175 <br />Swell factor: 1.165 <br />Loose volume: 204 LCY <br /> <br />Source of estimated volume: Exhibit V <br />Source of estimated swell Cat Handbook <br />factor: <br /> <br />HOURLY PRODUCTION <br /> <br /> <br />Average push distance: 100 feet <br />Unadjusted hourly production: 852.6 LCY/hr <br /> <br />Materials consistency description: Compacted fill or embankment 0.9 <br /> <br />Average push gradient: 5 % <br />Average site altitude: 5,400 feet <br /> <br />Material weight: 2,900 lbs/LCY <br /> <br />Weight description: Decomposed rock - 50% Rock, 50% Earth <br /> <br />Job Condition Correction Factor Source <br />Operator Skill: 0.750 (AVG.) <br />Material consistency: 0.900 (CAT HB)) <br />Dozing method: 1.000 (GEN.) <br />Visibility: 1.000 (AVG.) <br />Job efficiency: 0.830 (1 SHIFT/DAY) <br />Spoil pile: 0.800 (FND-RF) <br />Push gradient: 0.903 (CAT HB) <br />Altitude: 1.000 (CAT HB) <br />Material Weight: 0.793 (CAT HB) <br />Blade type: 1.000 (PAT) <br /> <br /> <br />Net correction: 0.3209 <br /> <br /> <br />Adjusted unit production: 273.60 LCY/hr <br /> <br />273.6 <br />Adjusted fleet production: LCY/hr <br /> <br />JOB TIME AND COST <br /> <br />Fleet size: 1 Dozer(s) <br />Unit cost: $0.794/LCY <br /> <br />Total job time: 0.75 Hours <br />Total job cost: $162 <br /> <br /> <br /> <br />CIRCES Cost Estimating Software <br />