Source A Source B Average distance, gravel pit to dam site 3 km 1.2 km Gravel cost/m at pit P10 Purchase price of pit P800,000 Road construction necessary P450,000 Overburden to be removed at P4.20/m³ 90,000m Hauling cost/m/km P4 P4 Which of the 2 sites will give the lesser cost?
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a certain masonry dam requires 200000 cubic meters of gravel for its construction. the contractor found to possible sources for the gravel with the following data
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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 ACosts and revenues (in thousands) 99 15 30 45 60 75 901052013550165 80195 Quantity per period (in thousands) Tools 1 O AA 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?
- (9) The mangement of Small marketing manager inpoimation Joniable Cost= $ 3/0nit units Der year and BEP( Percent Capacily) Company is thinking g intacoluce a new in a Stale markel ' The produclion mariges and the have agreed on the pollowing quanlitative fixed Cos príce= $6/ ünit biing and plant Capacily=See0 relating to the new Product $ 12.00/ year, こ Find Breakeven' pornts in BEP (quantily), BEVIdoilars) oGraphically and analytically6. Machine A and Machine B are being considered for the production of a part of a product. The impor- tant differences between the machines are: Machine A Machine B 100 parts/hr 130 parts/hr Production rate Hours available for production Rejection rate 7 hrs/day 6 hrs/day 3 % 10 % The material cost is $6.00 per part, the operator cost is $15.00 per hour, and the variable overhead cost is $5.00 per hour. All defect-free parts produced can be sold for $12 each, and the rejected parts have no value. Assume that the daily demand for this part is large enough that all defect-free parts can be sold. Which machine should be selected? • What should the rejection rate be for Machine B to be as profitable as Machine A?Production 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?
- 1.A company have to choose the type of electrical generator to sustain its production operation in case of power failures. Type A Type B First Cost P200,000 P300,000 Annual Operations Cost P 32,000 P 24,000 Annual Labor Cost P 50,000 P 32,000 Insurance & Taxes 3% of First Cost 3% of First Cost Payroll taxes 4% of first Cost 4% of first Cost Estimated Life 10 yrs 10 yrs Note: All the Types of Genset will depreciate. If the minimum required rate of return is 15%, which type of genset should be selected? Using Present Worth Method, which type should be selected?2. A construction firm plans to purchase new excavator. Two manufacturers offered to the company with the respective estimates below. Descriptions First cost, PhP (in 1000 Php) Annual M&O cost, PhP/ Year (in 1000 Php) Salvage value, PhP Economic life, Years Seller A 15,000 3,500 1,000 6 Seller B 18,000 3,100 2,000 9Question Completion Status: QUESTION 7 $ 300 250 200 150 100 50- 07. The minimum Average Variable Cost is O(a) $4 O Q 0 0 2 4 6 8 10 12 14 16 18 20 (b) $5 O (c) $10 O (d) $12 TC Type here to search 7 TVC TFC E 30 25 20 15 10 5 O Click Save and Submit to save and submit. Click Save All Answers to save all answers. 0- 0 2 4 8 10 12 14 16 18 20 Save All Answers MC AC AVC AFC Save and Submit
- Fill in the missing values: QP TC TB Tprofit MC MB Mprofit ATC AFC AVC 16 500-50 ΝΑ ΝΑ ΝΑ ΝΑ ΝΑ ΝΑ 16 132 16 16 156 16 186 0 5 6 7 8 16 9 16 272 10 16 332 16 224what do you think about NFTs in the market, is there and need for them? And what are some concerns regarding NFT in the public are the ethical correct?Task Description Precedence Time (days) cost($) crash time (days) Per day revised cost Preparation of drawings and permits - 14 72,500 10 10,000 Calling and letting of tenders - 68 166,750 66 23,000 Site preparation and excavation A 6 116,000 4 16000 Pouring the foundation A 24 250,000 24 - Framing C,D 40 145,000 30 20000 Plumbing and electrical work D 18 159,500 12 22000 Interior finished F 16 108,750 12 15000 Exterior finishes E,G 22 175,000 22 - Installing and commissioning new machines B,E 34 101,500 30 14000 Finishing touches and final work through H,I 32 64,000 32 - Calculate the minimum time and associate cost in which the project could be completed