IC OM B D Life/years X Z V X $320,000 $45,000 $110,000 $20,000 10 W Y $540,000 $35,000 $150,000 $45,000 20 Based on the above ME alternatives and using the B/C analysis, which alternative we should select?i=10%. Z $300,000 $50,000 $80,000 $10,000 10 W $330,000 $20,000 $95,000 $30,000 20 V $250,000 $40,000 $90,000 $10,000 15
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- A certain masonry dam requires 200,000 m³ of gravel for its construction. The contractor found two possible sources for the gravel with the following data: Source A Source B Average distance, gravel pit to dam site 3 km 1.2 km Gravel cost/m³ at pit ➖➖➖➖➖ P10 Purchase price of pit P800,000 Road construction necessary P450,000 Overburden to be removed at P4.20/m³ 90,000m³ ➖➖➖➖➖➖ Hauling cost/m³/km P4 P4 What is the Total Cost of Source ANo ai plsProduction capacity of neck process. There are two alternatives, a and B. The annual fixed cost of scheme a is US $40000 and that of scheme B is US $30000; the unit variable cost of scheme a is US $10 / piece and that of scheme B is US $11 / piece. Revenue can be realized for each piece 15 $ 1Calculate the break even point of the two schemes. 2What kind of output can the two schemes achieve the same profit? 3) If the annual demand is expected to be 12000 units, which option can achieve higher profits?
- The ore of a gold mine in the province contains, on average, 0.5 ounce of gold per ton. Method A ofprocessing costs 150Php/ton and recovers 93% of the gold, while Method B costs only 120Php/tonand recovers 81% of the gold. If gold can be sold at 1,200/ounce, which method is better and by howmuch?a. Method A, by 43Phpb. Method A, by 42Phpc. Method B, by 42Phpd. Method B, by 43Php"Four alternatives for the manufacture of construction materials, called "Barboncito"", have been identified with the following annual benefits and costs: Alternative Annual Benefits Annual Costs AP 15,000,000 P8,000,000.00 B 14,000,000 7,000,000.00 9,000,000 3,000,000.00 D 11,000,000 3,500,000.00 What is the best alternative?" "Alternative A 'Alternative D"" 'Alternative C"" "Alternative B'PLABOR МIC $7.00 -S $5.25 $4.50 MVP QLABOR 1000 1500
- A local government in Virginia is considering three different alternatives for a sewage treatment plant. The type of equipment and technology needed are quite different in each case. The following summarizes the economic data for all the alternatives Alt. B 5,600,000 600,000 1,000,000 Alt. A Alt. C Equipment costs O &M costs/year Annual benefits 4,350,000 450,000 640,000 6,500,000 750,000 1,300,000 The economic life of the project is 40 years. The locality's cost of funds is 8%. Use conventional benefit-cost analysis and incremental analysis to determine which alternative should be recommended. Note that doing nothing is not an alternative.Consider four alternatives A, B, C, and D with their respective annual benefits, disbenefits, costs and savings. Alternative A В Benefits P180,000 P250,000 P300,000 P400,000 Disbenefits P42,000 P68,000 P92,000 P118,000 Costs P128,000 P184,000 P265,000 P288,000 Savings P16,000 P27,000 P38,000 P54,000 Calculate the B/C ratio and (B-C) criterion for each alternative. Using the incremental B/C ratio, determine which alternative should be selected. O Select Alternative A O Select Alternative C O Select Alternative B O Select Alternative DA certain masonry dam requires 500,000 cu.m. of gravel for its construction. The contractor found two possible sources for the gravel with the following data: Source A Source B 1.0 km Average distance, gravel pit to dam 4.0 km site Gravel cost/cu.m. at pit Purchase price of pit Road construction necessary Overburden to be removed at P50.00/cu.m. Hauling cost per cu.m. per km P415.00 ------- P800,000.00 P450,000.00 None 80,000 cu.m. P7.00 P7.00 Which of the two sites will give lesser cost?
- Select correct options plz.Costs and revenues (in thousands) 99 15 30 45 60 75 901052013550165 80195 Quantity per period (in thousands) Tools 1 O AFor the following alternatives compute the Delta B/C ratio of Alternative D minus Alternative A. Use 11% as MARR. (Remember for our convention, salvage value is a minus cost.) Project Initial Investment Annual Benefit Salvage Value Useful Life A B D -1500 -2000 -2500 -5200 350 500 600 850 320 610 820 2300 5 6 7 1.73 1.18 0.92 1.46 1.27