Estimate the net present worth - construction management, Civil Engineering

Assignment Help:

Three alternatives are being considered for improving a street intersection.The annual dollar savings on account of the improvement is shown below.  Assume that the intersection will last for 25 years and the interest rate is 5%.  Each of the three improvements is mutually exclusive but provides similar benefits. The alternative that is the most economical is: 

Alternative                         Total cost         Annual Benefit

A                                       $10,000           $  800

B                                       $12,000           1,000

C                                       $19,000           1,400

Solution:

Estimate the Net Present Worth (NPW) for each alternative and identify the most economical alternative for construction. 

Net Present Worth (NPW) = PW of benefits - PW of costs

Use the present worth factor for uniform series: 

  (P/A, i =5%, 25 yrs) = 14.094 (from the Factor Tables)

  NPW(A)  = ($800 x 14.094) - $10,000     = $1,275.20

  NPW(B)  = ($1000 x 14.094) - $12,000   = $2,094.00   

  NPW(C)  = ($1400 x 14.094) - $19,000   =   $731.60

Therefore, select Alternate B because it has the highest net present worth.


Related Discussions:- Estimate the net present worth - construction management

Disparity between working stress and limit state approach, Question Wha...

Question What is key disparity between working stress approach and limit state approach ? Answer Working stress approach, service loads are used in whole plan and st

Brickwork, write buckling and dislodging of brick slip?

write buckling and dislodging of brick slip?

Building, individual wall methods benefits?

individual wall methods benefits?

Comparison of pre and post-tensioning, Comparison of pre and post-tensionin...

Comparison of pre and post-tensioning A comparison between pre-tensioned and post-tensioned concrete members can be made on the basis of the following considerations. (a) T

Steel, A No 10 steel rebar is tested in tension by monitoring the load read...

A No 10 steel rebar is tested in tension by monitoring the load reading of the testing machine it was found that the specimen yielded at aload of 41600lb and fractured at 48300 lb

Obstacles, Obstacles which can be ranged

Obstacles which can be ranged

Doors, types of doors with there prices

types of doors with there prices

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd