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Once
the variances from project goals are quantified and
their responsibilities assigned, informed team decisions
may be made and the necessary management support provided
to mitigate the impact. Time is of the essence in engineering
and construction, and, therefore, for the decision-making
process. The importance of quick and early action should
be obvious. Changes to scope made at the start of a
project phase can generally be accommodated with the
least cost and time impact.
As discussed in the Project Management Module for the
three project goals of scope, cost, and schedule, a
change in one will impact at least one of the others.
Therefore, it is important to prioritize the goals at
the start of a project. Effective control of scope changes,
adequate budget contingency, and baseline schedule "total
float" (time allowed for a task to slip behind without
impacting the completion date) are essential in reducing
the variances of the three goals. Project scope and
cost attenuation methods were discussed in the previous
section. The means and methods are the remaining issues
that impact schedules.
Maintaining
the Schedule
Early and continuous planning and scheduling of a project
allows for prompt detection of schedule impacts with
sufficient time to explore a range of options to maintain
the schedule. Scheduling the project from beginning
to end provides the benefits of expending resources
early to stay on or ahead of schedule. This avoids expending
even greater staffing resources at the end of the project,
trying to catch up.
As an example of resource options, Figure 5 shows a
sequential or finish-to- start (i.e., finish the entire
preceding task before starting the next) schedule that
satisfies the contract duration. However, you should
realize that this is not the typical way the project
is to be built. It is essential that the work is broken
into tasks of reasonable work-day duration. 15-day tasks,
in this example, are difficult to manage unless subdivided
into smaller tasks. A sequential plan often does not
provide adequate flexibility to respond to delays. By
subdividing the activities into concurrent (those that
may occur simultaneously) tasks, the work can be completed
in a shorter time with the same total resources. Figure
6, shows a possible approach, given manpower availability.
The critical activities are connected by logical constraints
and durations. A delay in one activity will delay the
project completion date. The critical (longest) path
is determined by summing up the longest activities for
each sequence below. In essence, because of the shorter
overall duration, Figure 6 builds in "total float" (the
schedule equivalent of budget contingency) to the contract
completion date, thereby providing for potential disruptions.
This shows that projects can also be accelerated by
re-sequencing, as well as the obvious method of providing
additional resources to reduce critical path durations.
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