2. A contractor has been awarded the contract to construct a 6-mile-long tunnel in themountains. During the 5-year construction period, the contractor will need water from anearby stream. She will construct a pipeline to carry the water to the main construction yard.An analysis of costs for various pipe sizes is as follows:Pipe Sizes (in.)234Installed cost of pipeline and pump|Cost per hour for pumping$23,000 $25,000 $30,000$0.50$22,000$1.20S0.65$0.40At the end of 5 years, the pipe and pump will have a salvage value equal to the cost of removingthem. The pump will operate 2000 hours per year. The interest rate is 7%. Select the bestalternative for the contractor.

The answer has been mentioned below.

Answered: by stream. She will construct a…

by stream. She will construct a pipeline to analysis of costs for various pipe sizes is as alled cost of pipeline and pump t per hour for pumping $2.

FINANCIAL ACCOUNTING

10th Edition

ISBN:9781259964947

Author:Libby

Publisher:Libby

Chapter1: Financial Statements And Business Decisions

Section: Chapter Questions

Problem 1Q

See similar textbooks

Similar questions

An Engineer makes the following cost estimates for each: A: Concrete Bleachers: First cost, $350,000. Life, 90 years. Annual upkeep costs $2000. B: Wooden Bleachers: The first-year cost for of the project includes ground preparation, painting, seats, and bleachers. Painting costs $10,000 every three years. seats cost $40,000 every 15 years. bleachers cost $100,000 every 30 years. Ground preparation is $50,000 and, will last the entire 90-year period. Given i=7%: For B: The annual cost of Ground prep is __? The total annual cost of B is about? The annual cost of seats is about__? What is the annual cost of A?
During the construction of a highway bypass, earth moving equipment costing P400,000 was purchased for use in transporting fill from the borrow pit. At the end of the 4-year project, the equipment will be sold for P200,000. The schedule for moving fill calls for a total of 100,000 cubic feet during the project. In the first year, 40% of the total fill is required; in the second year, 30%; in the third year 25%; and in the final year, the remaining 5%. Determine a) the units-of-production depreciation schedule b) the declining balance depreciation schedule.
During the construction of a highway bypass, earth moving equipment costing P400,000 was purchased for use in transporting fill from the borrow pit. At the end of the 4-year project, the equipment will be sold for P200,000. The schedule for moving fill calls for a total of 100,000 cubic feet during the project. In the first year, 40% of the total fill is required; in the second year, 30%; in the third year 25%; and in the final year, the remaining 5%. Determine the declining balance depreciation schedule.
. In connection with surfacing a new highway, acontractor has a choice of two sites on which toset up the mixing plant equipment.The contractor estimates that it will cost P51.75per cubic meter per kilometer to haul the asphaltpaving material from the mixing plant to the jobsite.If site B is selected, there will be an addedcharge of P600 per day for a flagman and it needs 2 flagman.The job requires 50,000 cubic meters of mixedasphalt paving material. It is estimated that fourmonths (17 weeks of five working days perweek) will be required for the job.
The owners of a new planned unit development have installed a package sewage treatment plant that will be paid for by rates charged to the users. package sewage treatment plant cost new = $1,000,000 life of the plant = 240 months %3D salvage value at EOM 240 = 50 O & M cost = gradient in O & M = $400/month/month $40,000/month %3D periodic overhaul every 10 months (first at EOM 4, last at EOM 234) = $100,000/cach gradient in periodic overhaul = $5,000each/10 months number of customers = 6,000 charge per customer = $16.00/month %3D The owners borrowed money at 1 percent per month interest in order to construct the plant, so while they do not expect to make a big profit, they do want the plant to earm a rate of return of at least 1 percent. Is the rate shown above sufficient to carn 1 percent rate of return? (Ans. At a trial i= 1%, the NAW=+$930/month, so the plant earns more than 1% rate of return.)
Parks Inc. had recently completed construction of a new manufacturing facility. Prior to the approval of the building permits, the company operated a parking lot on the land. This parking lot had revenues, net of costs, of $130,000. Construction will take place over an 18-month period. Total construction costs were as follows: Material Labour Incremental overhead General overhead Interest costs on general loan Cost of building permits $ 640,000 1,100,000 240,000 100,000 200,000 40,000 Required: Provide the total amount of construction costs that would be capitalized to the cost of the building using ASPE. Indicate the items that are different as compared to IFRS. (Negative amounts should be indicated by a minus sign.) Capitalized Expensed Material Labour Incremental overhead General overhead Interest costs on general loan Cost of building permits Parking lot operation Total
5 During the construction of a highway bypass, earth- moving equipment costing $40,000 was purchased for use in transporting fill from the borrow pit, At the end of the 4-year project, the equipment will be sold for $20,000. The schedule for moving fill calls for a total of 100,000 cubic feet during the project. In the first year, 40% of the total fill is required; in the second year, 30%; in the third year, 25%; and in the final year, the remaining 5%. Determine the units-of-production depreciation schedule for the equipment.
During the year ended 31 December 20X1, Bougs Co built an extension to its head office. Associated costs are as follows: Land acquisition Fees for environmental certifications and building permits Sm 20 X3 X4 Architect and engineer fees Construction material and labour costs X5 At 30 September 20X1, this head office extension became available for use. At that date, the total borrowing costs incurred on a loan which was used specifically to finance this head office extension amounted to $1.6 million. Since construction costs are gradually eliminated according to the construction progress, there is a temporary income from the above loan of $0.3 million during the construction period.
On 1 October 20X2 Pricewell entered into a contract to construct a bridge over a river. The total contract revenue was $50 million and construction is expected to be completed on 30 September 20X4. Costs to date are: $m Materials, labour and overheads 12 Specialist plant acquired 1 October 20X2 8 The sales value of the work done at 31 March 20X3 has been agreed at $22 million and the estimated cost to complete (excluding plant depreciation) is $10 million. The specialist plant will have no residual value at the end of the contract and should be depreciated on a monthly basis. Pricewell recognises satisfaction of performance obligations on the percentage of completion basis as determined by the agreed work to date compared to the total contract price. What is the profit to date on the contract at 31 March 20X3? A $8,800,000 B $13,200,000 C $11,440,000 D $10,000,000
The Camino Real Landfill was required to install a plastic liner to prevent leachate from migrating into the groundwater. The fill area was 50,000 m2 and the installed liner cost was $8 per m2. In order to recover the investment, the owner charges to unload at the rates of $10 per pick-up, $25 per dumptruck, and $70 per compactor-truck load. The fill area is adequate for 4 years. If the annual traffic is estimated to be 2500 pick-up loads, 650 dumptruck loads, and 1200 compactor-truck loads, what rate of return will the landfill owner make on the investment?
Six sites have been identified for a parking lot in downtown Blacksburg. Because the sites are plots of land, their salvage value and investment cost are identical. A 10-year study period has been specified, and the MARR is 17% per year. Which site should be chosen based on the IRR criterion? Click the icon to view the alternatives description More Info Investment cost (thousands) Annual revenue minus expense (thousands) IRR on total investment A $120 $17 14.2% B $170 $39.5 23.2% C $280 $52 18.6% Print Done D $420 $84.5 20.1% E $520 $104,5 20.1% $650 $138.5 21.3% - X
The following annual costs are associated with three new extruder machines being considered for use in a Styrofoam cup plant: Data Useful Life, Years First Cost Salvage Value Annual Benefit M&O M&O Gradient X 17 $2,090,000 $87,000 $396,000 $56,000 $9,000 X-TRUD 13 $2,610,000 $93,000 $534,000 $60,000 $11,000 SUPR-X 11 $2,430,000 $119,000 $638,000 $53,000 $13,000 The company's interest rate (MARR) is 21%. Which extruder should the Styrofoam company choose? Use Annual Cash Flow Analysis and provide the right reason. Choosing SUPR-X is best because it has the lowest M&O cost in yr1 Choosing SUPR-X is best because it has the highest Annual Benefit Choosing SUPR-X will maximize the EUAB-EAUC; its value is $-127,486 higher than X and $15,650 higher than X-TRUD. Choosing SUPR-X will maximize the EUAB-EAUC; its value is $117,514 higher than X and $126,650 higher than X-TRUD.