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.

In a construction project, as in problem 1, effective cash needed before payment is received from the owner during the month of May will depend on which two factors (select all that apply a) Positive total cash generated after payment is received from the owner during April b) All out-of-pocket costs during May c) Labor costs during May d) Positive total cash generated after payment is received from the owner during May X Section/Time:

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

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…

sample of a work breakdown structure on construction of a single storey house applying the 100 rule and also the budget.

Along with question 1 and 2, what is the work and solution

The initial construction cost of a project is $200000 which should be paid at the beginning of the construction period (time =0). Extra expenditures planning to be paid during operation period, which are ($5000) at the end of the first year, $3000 at the end of the second year, $1000 at the end of the third year, $1000 at the end of the fifth year and $ 1000 at the end of the sixth year. If the project life is 10 years and the interest rate is %10, draw the cash flow diagram and find a) the present worth of the project, b) the future worth at the end of the project life, c) the annual payment worth.

Determine the probability that the project will take longer than 50 weeks

What is the expected project duration? and What is the Standard Deviation of Expected Time?