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P- 2010 -026 bondcalc 01 a Pagel 1 of 17 <br />Shell Frontier Oil & Gas Inc. <br />FINANCIAL WARRANTY CALCULATION <br />SCRAPER WORK <br />Site <br />East RD &D Pilot Project <br />Date July 12, 2011 <br />Task no. 7 <br />Task <br />Replace stockpiled soil material over disturbed areas (site + access road + pond) <br />Equipment <br />Base model: <br />Cat 623G <br />Type: <br />Single engine elevating <br />State: Colorado <br />County: Rio Blanco <br />Labor zone: 2 <br />Hourly cost <br />Ownership: $64.15 <br />Horsepower: 365 <br />Operating: <br />$102.83 <br />Utilization: 100% $102.83 <br />Max. cap. (cy): 23.00 <br />Operator: $24.82 <br />Weight (UST): 41.35 <br />Total: $191.81 <br />Volume <br />19,683.00 CCY <br />Swell: <br />1.119 Final: <br />22,026.21 LCY <br />Material description: Earth - Loam <br />Derivation: Assume 12 inch replacement depth over disturbed areas (12.20 ac.) <br />Production <br />Hauling <br />capacity: <br />Rated payload: <br />55,200 LBS <br />Material weight: <br />2,100 LBS /LCY <br />Material description: <br />Payload capacity: <br />26.29 LCY <br />Earth - Loam <br />Struck volume: <br />18.00 LCY <br />Heaped volume: <br />23.00 LCY <br />Average volume: <br />20.50 LCY <br />Adjusted capacity: <br />20.50 LCY <br />Cycle time: <br />HAUL <br />RETURN <br />Distance: <br />700 <br />700 feet <br />Grade resistance: <br />2.00% <br />-2.00% Road condition description for rolling resistance: <br />Rolling resistance: <br />8.00% <br />8.006/—.-- Soft, rutted dirt, no maintenance or water, 4" tire penetration <br />Total resistance: <br />10.00% <br />6.00 <br />Max. attainable speed: <br />659 <br />1,982 per Cat Handbook rimpull & retarder curves <br />Weight to power ratio: <br />377.81 <br />226.58 Ibs /hp <br />Acceleration / deceleration factor: <br />0.977 <br />0.680 per Church's Excavation Handbook <br />Load time *: <br />0.90 <br />min. per Cat Handbook <br />Haul time * *: <br />1.09 <br />min. * *includes acceleration / deceleration <br />adjustment <br />Maneuver & spread time *: <br />0.70 <br />min. <br />Return time: ** <br />0.52 <br />min. <br />Total cycle time: <br />3.21 <br />min. no <br />Unadjusted production: <br />383.58 <br />LCY /hr per scraper * ** ** *(per scraper pair <br />on push -pull models) <br />Job condition correction factors: <br />Site altitude: <br />6,615 <br />feet Altitude adjustment *: <br />1.000 <br />Job eff iciency: <br />1 daytime shift per day (50 min. hour) <br />0.833 <br />Net correction: <br />0.833 <br />Adjusted production: <br />319.52 <br />LCY /hr per scraper <br />Work team size: <br />2 <br />Scraper(s) NOTE: Min. 2 scrapers required on push -pull models (add increments of 2) <br />Work team production: <br />639.04 <br />LCY /hour <br />Job totals <br />Job time (hours): <br />34.47 <br />Job unit cost ($ /LCY): $0.600 <br />Job cost: $13,222 <br />P- 2010 -026 bondcalc 01 a Pagel 1 of 17 <br />