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Colorado Division of Minerals and Geology <br />ESTIMATING FORM - BULLDOZER WORK <br />Task #: la Prep. by: TDG Task File Name: M246-1a <br />Date: 08/04/95 Permit #:M-80-246 Mine: Zellitti Pit <br />Permit Action: Conversion application <br />Task Description: Regrade highwall remaining in orig. 9.5 acre site <br />HOURLY EQUIPMENT COST <br /> Basic Machine: Cat D8N Horsepower: 285 <br /> Blade Type: SEMI-UNIVERSAL -------- <br /> Attachment #1: ROPS Cab Shift Basis: 1/day <br /> Attachment #2: 3-shank ripper --------- <br />Cost Breakdown: <br />------ Utilization X <br />Ownership cost/hr = f46.40 N/A <br />Operating 8 overhaul cost/hr- dozer = 551.67 100 <br /> -ripper = 53.34 50 <br />Operator cost/hr = 522.95 N/A <br />Total egp t. unit cost/hr = 5124.36 Total fleet cost/hr : 5124.36 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />Volume: 11.415.0 L CY Factor: N/A Volume: 11.415.0 LCY <br />Source of quantity ta ke-off: Assume 650'L * 50'H. 0.5:1 to 2:1 regrade <br />Source of est. swell factor: NA <br />HOURLY PRODUCTION <br /> Job Condition Correction Factors <br />A <br />h di 75 ft - <br />vg. pus <br />stance: . ----- -- <br />---- <br />- ---- Operator.......... 0.75 (avg.) <br />Unadjusted hourly Mat. consistency.. 0.90 (Cat tbl) <br />dozer production: 957 LCYfhr Dozing method..... 1.00 (gen.) <br />- ----- Visibility........ 1.00 (avg.) <br />Material consistency: Job efficiency.... 0.83 (lsh/day) <br />Compacted fill or embankment Spoil pile factor. 0.80 (fnd-rf) <br />---- <br />--- -- h <br />di <br />- ---- Pus <br />gra <br />ent..... 1.43 (Cat col) <br />Avg. push gradient: 20.00 X (neg) Altitude deration. 1.00 (Cat tbl) <br /> Material weight... 0.19 (Cat tbl) <br />Avg. site altitude: 6500 ft. Blade type........ 1.00 (S.SU.U) <br />Material weight 2900.00 lb/LCY Net Job Correction 0.51 <br />Mat. Descr.: --- <br />Decomposed rock - 50X Rock, 50X Earth Adjusted Unit Prod.: 484.78 LCY/hr <br /> Adjusted Fleet Production: 484.78 LCY/hr <br />JOB COST - <br />Fleet size 1 Dozers) Total Job Time: 23.55 Hours <br />Unit Cost 50.257 /LCY Total Job Cost: 52.928.35 <br />