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Managing Project

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1. Draw the network diagram (use activity on the node).

Please refer to appendix I.

2. Explain how you determined the timing of activities and the total float.

According to the diagram of Cassop Ltd, the earliest start time (EST) is zero for activity A. Therefore, EST equals the earliest finish time (EFT) of the predecessor. An example from the diagram as EST of activity D is EFT of activity B (i.e. 8 days). EFT is calculated when the duration of any activity is added to the EST. The equation will be:
EFT = EST + Duration
i.e, EFT of B = 4 days + 4 days

Activity that with the longest duration can be known as the critical activity (Baker, B 2001, Nestor). From the activities of Cassop Ltd, activity B has the longest duration of 4 days as compared with activity C which is only 2 days.
The latest start time (LST) is calculated by adding float to LST of the critical activity (Anon 2007, Maryland). The formula of this scenario is:
LST = LST or EST of the critical activity + total float
The formula is used for activity C where LST of critical activity B is 4 days plus total float of activity C is 2 day and the addition results in 6 days.
The latest finish time (LFT) is latest start time of activity plus duration and the formula as below:
Latest finish time = Latest start time + Duration
We can use the above formula to calculate the LFT of activity C i.e. LST of C is 6 days and the duration is 2 days. Therefore, LFT for this activity is 8 days.
The total float is deducting EST and duration from LFT (Furman, J 2011). For example, the LFT of activity F is 19 days, EST is 13 days and duration is 3 days.
Total float for activity F = 19 days – 13 days – 3 days = 3 days (Field & Keller 2006)

3. Explain how you determined the project duration and the critical path.
Before calculating the project duration, we need to understand what’s

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