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Who will receive the most benefit from a master schedule of the Spring Highway project?

You are retained by a contractor who asks you to perform a simple as-planned versus as-built analysis (APAB) of a large hydro-electric dam project that took more than five years to complete. Your analysis will form the basis of a change order that requests a time extension. You suggest using a different methodology for quantifying the delay. Which of the following reasons for recommending a different analysis does NOT apply to a simple APAB analysis?

If a new hammock activity covering activities 6001 through 6003 is developed, what are governing predecessor and successor activities?

Which of the following project planning situations is the most frequent contributor to cost overruns?

Assuming conventional finish-to-start relationships, to calculate a schedule retaining the existing logic means that

What does the heavy, vertical line at "X" represent?

Which is NOT an industry-recognized methodology for quantifying critical delay?

At a minimum, periodic reporting must be done at what interval?

What changes to logic would eliminate Activity B from the critical path?

If all other work proceeds according to the Baseline plan, how many times will the critical path change?

Which of the following are NOT normally included in the project scope statement, either directly or by reference?

If a detailed estimate is NOT available to assist in the formulation of activity durations but unit quantities have been identified, what information can be utilized to estimate work package/activity durations?

When resource leveling craft labor for a critical path schedule, the scheduler

Assuming activities 2001 through 2004 comprise the same WBS element, construct a WBS summary activity for activities 2001 through 2004. Use the normal schedule, what is the cost of the activity?

Which activity is drawn in the incorrect position?

Determine the correct formula and date for the late finish for Activity 2002.

If the administrative constraints for developing the precedence diagram, as provided in the contract documents, indicate that no individual construction activities shall have a longer duration of two months, how many activities in the "normal" schedule would be affected?

If a cost estimate assumes that 240 hours will be expended on a given activity, and the projected crew size expected to perform that activity is 5 personnel working and 8-hour workday, what is the calculated duration for the activity?

Which of the following parties is NOT a stakeholder of the Spring Highway project?

Determine the correct formula and date for the late finish for Activity 9004.

Project delays are best analyzed

Background

Your name is Evan Marshal. You are the corporate scheduler for Happy Insurance Corporation (HIC), a general health insurance company located in Ridgemond, Illinois. HIC is very busy with 49 unique software development projects. The organization structure at HIC gives the project scheduling responsibility to the Project Manager assigned to each project. You are charged with coordination of the project schedules into a Master Schedule and quality control for scheduling on the individual development projects. You report directly to the Director of Information Services (DIS), Desmond Rayburn.

It has come to your attention Project JP-114 has fallen behind schedule and Rita Belateau, the Project Manager, wants to accelerate the project in order to reclaim lost time. Rita is a strong supporter of Total Quality Management and strives for zero failures; therefore she is assessing the need for overtime for resources assigned to an activity that is not projecting a completion prior to the early finish depicted in the current schedule.

You and Rita review the current schedule to identify which activities are on the critical path and which activities have plenty of float. The review reveals several activities have suffered less than planned productivity and have contributed to falling behind. In the process of this review, you and Rita also review the budget for Project JP-114 and notice not only the schedule has fallen behind but the cost to date is more than she had expected. To total budget is $150,000, planned to date is $30,000; expended to date is $37,000.

With nine months remaining until baseline contract completion, Rita needs to bring Project JP-114 back on track; knowing overtime for an extended period of time is not always the right answer, especially with the cost to date already over planned.

In order to truly understand the options available to help remedy the current situation, you and Rita brainstorm on several potential courses of action. All the potential courses of action will require an evaluation of budget impact versus schedule correction.

1. Pull the project team together and ensure everyone understands which activities are on the critical path. Rita would like to use the existing project team and focus them on these critical path activities, laying out a plan for periodic overtime when needed to crunch through a deliverable. This approach could add approximately 20% to the budget.

2. Outsource various modules of activities to qualified and known consultants. This could drive up the costs and must be evaluated before implemented. Having an outside source working in parallel with the project team could also accelerate the schedule to mitigate some of the delays, as well as keep overtime down to a minimum for the project team. Potentially this could add as much as 40% to the budget, but could also be very productive schedule wise.

3. Mandatory overtime for the project team - entire project goes on a 50-hour work week. If the entire project team works overtime for an extended period of time, the budget could see an additional 60% increase.

4. The project continues as is completes the project late and accepts the penalties imposed. Penalties imposed for late delivery could add as much as 50% to the budget.

Assignment

Draft a proper memorandum to Desmond Raybum, IS Director, explaining in your own words:

a. the current problem and potential impact(s);

b. each course of action, stating advantages and disadvantages as appropriate;

c. your recommendations, properly supported.

Please be sure to include the rationale for your recommendations. Be sure to summarize your thoughts and address (To, From, Date, and Subject/Project Name) and close the memo appropriately. If you are uncomfortable with the courses of action noted, provide your own with appropriate substantiation for your position. Limit your answer to one, full typewritten page (roughly three handwritten pages).

While your email can be a detailed as you like, be sure to write sufficiently to address each element of the assignment, yet not so long that you go beyond the scope of the exercise.

Take time to read the problem and consider what you want Evan to say. Good luck!

Which of the following phases does NOT describe the commonly accepted construction life cycle?

Based on the stated costs, what percentage of the total cost comes from the 2000 series of activities?

Is activity 7001 pictured correctly in the precedence diagram?

Which of the following statements is true?

Determine the correct formula and date for the late start for the Activity 11001:

How much Total Float does drafting the product manual have?

When using a detailed estimate as the basis for work package/activity durations, which element does NOT need to be identified before the activity durations can be calculated?

In a "crashed" schedule, which is a chain of activities that precede activity 2004?

What day would Activity C complete if the duration of Activity B was reduced to zero?

These are the activities on the critical path:

Resource planning must take all of the following into account except for:

At the end of month one, did the delay to the parking structure foundation delay the project?

There is only enough room for a maximum of 4 cranes to be placed on-site. Assuming that a single crane can perform 35 lifts per day and that a column pour requires 60 lifts, what is the minimum number of tower cranes that should be used for the above described column pours?

The data date or status date of a schedule represents the:

SUBCO is a potential concrete bridge contractor based in a metropolitan area 300 miles away from your project. They have offered to supply manpower and equipment t BILCO at a per diem rate of $3,000 above their direct labor and equipment rates. In doing a cost benefit analysis, which of the following is NOT a consideration?

For activity 11001. why would the crashed direct cost be greater than the direct cost of the normal schedule?

Which of the following is NOT true?

Determine the correct formula and date for the late start for Activity 9001.

Scenario:

The entire network consists of the following activities and relationships. Activity A is twenty days long and is tied to Activity B, a ten-day activity, with a finish-to-finish tie with a lag value of five Activity B is tied to Activity C, a twenty-day activity, with a start-to-start relationship with a lag value of five.

PSP Activities Table

Scope Known about Rock-Filled Dam Project:

The dam requires river diversion and work over two or more rainy seasons. The contract is lump sum, competitively bid, and will be self-performed. The owner has attempted to shift all risk to the contractor by employing "no differing sit conditions" and "no damage for delay" clauses. There is a bonus/penalty provision of $2,500 per calendar day for early or late delivery. The early completion bonus is capped at $500,000, with no cap for late delivery penalty.

Liquidated damages end at the finish of demobilization. Indirect costs per calendar day are $2,800 for the "normal" schedule and $3,200 for the "crashed" schedule. The winter/wet weather season is 151 days between October 15 and March 25 of each year, reduces the efficiency of the contractor's operations by 20% and costs the contractor $10,000 per day. Assume a start date of March 5, 2001 and use a 7-day work week.

The following table lists work activities as planned by the contractor.

Theoretically construct a summary activity for only those activities with a finish-to-start relationship for Activities 8001 through 10001. Using the "normal" schedule, what is the cost of this hammock?

Using the normal schedule and excluding general conditions, which activities are NOT on the critical path?

As a change to the network for the current update, activity 6002 is required to begin ten days after the beginning of activity 6001. Which is the simplest logic organization?

Assuming a total of 30 lifts per crane per day, what is the maximum number of lifts that could be accomplished using 3 small tower cranes over a 5-day period?

What is the workweek period for this project?

In its simplest form, what is the main drawback of critical path method scheduling?

In the "normal" schedule, excluding Activity 1000, what activity(s) are concurrent with Activity 3001?

Identify the late finish to develop plans and specs.