F109 Quiz Submitted

The project budgeting process involves two steps. The first step is to determine the total budgeted cost (TBC), which is the aggregate amount of the estimated costs of all the specific activities to perform and complete a work package or the project. Review the below Budgeted Cost table for the five working days per activity and calculate the cumulative total cost (CTC) per each of the five  days.

17. The CPM schedule provides a great deal of information that is useful to a construction project manager. What do you believe are the three most useful applications, and why do they top your list? 18. Discuss why are various sorts of CPM data useful? Provide at least examples. 19. An example of hammock activities have been given in your textbook for the bridge project. Provide an example of a hammock activity for the building project, together with the predecessor and successor activities. 20. Why is the bar chart not an adequate planning and scheduling tool? And, why is it still widely used in the construction industry?

When a civil engineer is a prime professional and is constructing a market building, what should be his/her minimum compensation if the project construction cost is: a. 15 million b. 30 million c. 45 million d. 28 million When a civil engineer is a prime professional and is constructing a tower, what should be his/her minimum compensation if the project construction cost is: a.12 million b. 14,500,000 c. 33,000,300 d. 9,600,017 Show your solution

The following eight activities constitute an overall bar chart portrayal of a 4-month project. After 1.5 months, activities A, B, D are completed and E is 50% complete, for a cost of $80,000. For this project, using earned value concepts, determine the schedule and cost variance. Is the project ahead or behind schedule? Over or under budget? Activity A B с D E F G H Cost $2,000 $1,000 $6,000 $2,000 $7,000 $9,000 $3,000 $10,000 Month 1 Month 2 Month 3 Month 4

Explain the significance of Present Service Index (PSI) with the help of a diagram.

Using the same CPM diagram, what is the total project duration? Immediate Estimated Activity Activity Description Predecessors Duration A Excavate 2 weeks Lay the foundation Put up the rough wall Put up the roof Install the exterior plumbing Install the interior plumbing Put up the exterior siding Do the exterior painting B A 4 weeks C 10 weeks D C 6 weeks 4 weeks 5 weeks 7 weeks 9 weeks 7 weeks 8 weeks 4 weeks E C F E G D E, G Do the electrical work F, I Put up the wallboard Install the flooring Do the interior painting Install the exterior fixtures K 5 weeks M 2 weeks N Install the interior fixtures K, L 6 weeks Total = 79 weeks

Refer back to Chapter 7 In the real world, a limited number of days can be taken out of the schedule before it becomes impractical to try to shorten the schedule further. Though it is impractical to take the exercise to the theoretical limit of shortening, there is a theoretical limit that prevents any further shortening of the project. What defines this theoretical limit, and what conditions exist in the schedule when this limit is reached?

Draw the node diagram and perform the CPM computations for the schedule shown. Tabulate ES, EF, LS, LF, TT, and LF. Identify the critical path and the total duration of the project. Activity Duration IPA Lag ES EF LS LF TF FF A B A 4 A 3 D A E B F 7 В G 6 H 8 D 4 3 7 E, G F 2 K 4 F, G, H L 1 H 3 M K, L 2.

NO HANDWRITING PLEASE. I HAVE A HARD TIME UNDERSTANDING. THANK YOU FOR YOUR HELP.

Develop a logic network for the sequence of activities listed in the table.  Calculate the ES, EF, LS and LF times for all activities. What is the project duration? What are the critical activities?   Activity Duration PIB 5 4 None 10 2 None 15 4 5 20 3 5 25 5 10 30 1 15 35 3 25 40 7 20, 30, 35

A particular project is scheduled to complete in Week 50 at a budgeted cost of $150,000. As of Week 30, an earned value chart is prepared to present the project progress as below: Status Date 160- 140 PV 120 100 80 AC 60 40- 20 10 15 20 25 30 35 40 45 50 Weeks 1. Calculate schedule, cost and time variances, as well as schedule and cost performance indices for Week 30. Then use this information to comment on the project progress at Week 30 (status date). 2. Based on the performance at Week 30, estimate the final project cost (EAC). Will the final project cost be higher or lower than the budgeted cost, and by how much? Also estimate the revised project completion date. Will the project complete sooner or later than the planned completion date, and by how many weeks? 000.S

Assignment # 1 3. For the following schedule, draw the arrow diagram (AOA), perform the CPM calculations, mark the critical path, and complete the table. Activity Duration Precedent ES EFLS LFTFFF A B C D E F G H I J K L M 3 10 7 6 5 4 2 4 10 6 4 2 1 A A B B, C с D D, E E E, F G, H, I H, I J, L CRITICAL PATH

Question #5: In the real world, a limited number of days can be taken out of the schedule before it becomes impractical to try to shorten the schedule further. Though it is impractical to take the exercise to the theoretical limit of shortening, there is a theoretical limit that prevents any further shortening of the project. What defines this theoretical limit, and what conditions exist in the schedule when this limit is reached? Explain each response in detail.

*. From the given data as shown below, determine the following: A) What is the critical path? B) What is the average manpower? C) Determine the manpower scheduling of the project. Activity Successor WEEKS Manpower 1-2 B D, E 3 1-3 A F 5 1-4 C 4 2-5 D 4 2-6 E I 4 3-6 F I 7 4-6 G I 3 4-7 H L, M 3 5-8 J O 5 5-9 K N 4 6-9 I N 8 3 5 6 7-9 L 7-10 M 8-11 O 9-11 N 10-11 P H, G J, K N P 8 7 5 4 3 3 6 4 4 4 5 5 3 5 4 6 5

d Describe the Terms Below (C 1) AASHTO. 5) PG 76-22 2) G.I. 6) Short term aging

10. Provide at least 3 reasons with an explanation of why seeking the optimum manpower allocation is impractical

Engineering management , i need solutions in 15 minutes please.

Engineering management , i need solutions in 15 minutes please.

i need the answer quickly

1. A project your firm is considering for implementation has these estimated costs and revenues: an investment cost of $50,000; maintenance costs that start at $5,000 at the end of year (EOY) 1 and increase by $1,000 for each of the next 4 years, and then remain constant for the following 5 years; savings of $20,000 per year (EOY 1-10); and finally a resale value of $35,000 at the EOY 10. If the project has a 10-year life and the firm's MARR is 10% per year, what is the present worth of the project? Is it a sound investment opportunity? 2. A toll bridge across the Mississippi River is being considered as a replacement for the current 1-40 bridge linking Tennessee to Arkansas. Because this bridge, if approved, will become a part of the U.S. Interstate Highway system, the B-C ratio method must be applied in the evaluation. Investment costs of the structure are estimated to be $17,500,000 and $325,000 per year in operating and maintenance costs are anticipated. In addition, the bridge…

QUESTION 6. The activities involved in the construction of a new shopping mall are given in Table Q6. One resource type will be used during the contract. Determine minimum level of the resource required to complete the project. Table Q6 Activity Duration Predecessors Resource (units/week) (Weeks) A B 2 2 2 1 2 3 1 5 3 1 E 2 6. 2 F G 3 H 6. 4 4 4 5, 6 6, 7 2, 8 2, 8, 9 10, 11, 12, 13 4 2 K 2 L. 2.

10. Discuss what is the intended use for each of the following cost models? a. Project budget b. Project cost breakdown or schedule of values c. Progress estimates d. Change order estimates e. Project cash flow f. Final estimate

The following bar chart shows the activities to complete a project in 6 months (each cell represents 1 month). The total project cost is $700. After 3 months, Activities A, B, half of C, and half of D are completed, for a cost of $200. For this point in time (2 months after the start date), what are the values of the budgeted cost of work performed, the budgeted cost of work scheduled, and the actual cost of the work performed?

Outline probable cost component and all possible consideration to establish budget proposal for a typical project and relate in practice methods/combination of charges for engineering services (select type of project).

Engineering Management

Topic: Fixed, Increment, and Sunk Costs. Please show your complete solution.

i need the answer quickly

What trade-offs are involved in each of these aspects of inventory management?c. Conducting cycle counts once a quarter instead of once a year.

8- Based on the below-Eamed Value chart, what is the status of the project schedule and cost at the time of the report? BCWS or PV BCWP or EV ACWP or AC Start Report Schedule Cumulative $

4. Project managers have many resources that are not directly under their control, such as the designer and the owner. Provide at least 5 bulleted points describing in detail how project managers can manage (influence) resources outside of their control or above them in the contractual hierarchy. 5. For the following simple seven-activity project, develop a precedence network, calculate all relevant characteristics of each activity (ES, EF, LS, LF, TF), and calculate the project duration. Then draw a time-scaled network and under it a labor resource histogram for the ES. Do the same for the LS. In both cases, use the maximum allowable number of workers. Make adjustments to the noncritical activities, within the constraints of the ES and LF and the maximum and minimum workers allowed to provide what you feel is the best labor distribution. Please use Table B (Table B.pdf) Lastly, Explain in detail what do you feel is the biggest problem with the ES and LS configurations, and how has…

How can the problems caused due to mobilization payment be solved?

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