PERT - CPM Flashcards

1
Q
  • A means to develop a project schedule to show the interrelationship
    between and among, milestones, and tasks in an entire project.
  • An easy to understand road map of the necessary activities and their
    necessary start times and completion
A

NETWORK ANALYSIS

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2
Q
  • In 1958, the U.S. Navy’s Special Projects Office, together with aerospace
    company Lockheed Missile Systems and consultancy firm Booz Allen &
    Hamilton, developed Program Evaluation Review Technique (PERT) for the
    Polaris missile program.
  • It was a tool to ensure the completion of the Polaris program during the Cold
    War when the U.S. government was concerned about the Soviet Union’s
    growing number of nuclear weapons.
A

PROJECT EVALUATION AND
REVIEW TECHNIQUE (PERT)

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3
Q
  • is a project modeling technique that was
    developed in 1956 during the joint venture between the El DuPont
    chemical company and computer firm Remington Rand Univac. The
    CPM was devised to tackle the interrelationships of separate activities
    within a project schedule.
  • This method was first tested in 1958 on a project to construct a new
    chemical plant.
A

Critical Path Method (CPM)

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4
Q

PERT made use of the recently developed

A

Critical Path Analysis techniques,

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5
Q
  • Powerful tools that help schedule and manage complex projects
  • Graphical portrayal of activities and event
  • Show dependency relationships between tasks/activities in a
    project
  • Clearly show tasks that must precede (precedence) or follow
    (succeeding) other tasks in a logical manner
A

PERT AND CPM

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6
Q
  • a single estimate for activity time used that does not allow for variation in activity times
  • Activity times are assumed to be known or predictable
    (“deterministic”)
A

CPM

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7
Q
  • multiple time estimates are
    used for each activity that
    allow variation in activity
    times (optimistic time, most
    likely time and pessimistic
    time).
  • Activity times are assumed to be random, with assumed
    probability distribution
    (“probabilistic”)
A

PERT

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8
Q

Project scheduling by PERT-CPM
consists of three basic phases:

A
  1. Planning
  2. Scheduling
  3. Control
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9
Q
  • breaking down the project into distinct activities;
  • determining the time estimates for these activities;
  • constructing a network diagram with each box
    representing the activity;
A

PLANNING

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10
Q
  • constructing a time chart showing the start and the finish times for
    each activity as well as its relationship to other activities in the
    project;
  • pinpointing the critical (in view of time) activities that require
    special attention if the project is to be completed on time.
  • showing the amount of slack (or float) times for the non-critical
    activities;
A

SCHEDULING

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11
Q
  • Manage the project using the Critical Path
  • “Crash” the critical path to reduce project duration
  • Project crashing is a method for shortening the project duration
    by reducing the time of one (or more) of the critical project
    activities to less than its normal activity time. This reduction in
    the normal activity time is referred to as crashing.
A

CONTROLLING

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12
Q

This reduction in
the normal activity time is referred to as

A

crashing.

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13
Q

ADVANTAGES OF PERT/CPM

A
  1. It compels managers to plan their projects critically and analyze all
    factors affecting the progress of the plan
  2. This allows managers to focus process improvements on the tasks
    that are most vital to the timely completion of the project
  3. Especially useful when scheduling and controlling large projects
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14
Q

DISADVANTAGES OF PERT/CPM

A

1.The technique relies on past data and experience to formulate
completion time predictions
2.A weakness of CPM is that it focuses primarily on the time aspect
of activities, neglecting other concerns, such as quality and cost
control.
3.Uncertainty about the estimate of time and resources. These must
be assumed and the results can only be as good as the assumptions

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15
Q

(PERT)

A

Project Evaluation and
Review Technique

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16
Q

(CPM)

A

Critical Path Method

17
Q

breaks down the project
into small set of activities. It represents a closed mechanical system model
which assure that the short-term future is fixed and predictable. However, in reality, good project
management regularly adjusts to contingencies

A

PERT/CPM

18
Q

presents a graphic illustration of a project as a network diagram consisting of numbered nodes
(either circles or rectangles) representing events, or
milestones in the project linked by labelled vectors
(directional lines) representing tasks in the project.

A

PERT chart

19
Q

represented by
arrowed lines between
the nodes or circles

A

Activities

20
Q
  • a deterministic method that uses a fixed time
    estimate for each activity.
  • tool to analyze project and determine
    duration, based on identification of “critical
    path” through an activity network.
  • knowledge of the critical path can permit management of the project to change duration.
A

CRITICAL PATH METHOD (CPM)

21
Q

enables optimal management
of resources like
reassigning to
responsible persons.

A

CRITICAL
ACTIVITIES

22
Q

Can be replanned,
rescheduled, and
resources can be
reallocated flexibly
without affecting the
whole project

A

NON-CRITICAL
ACTIVITIES

23
Q

-Graphical portrayal of activities and event
- Shows dependency relationships between
tasks/activities in a project
- Clearly shows tasks that must precede
(precedence) or follow (succeeding) other
tasks in a logical manner

A

Network

24
Q

any portions of project (tasks) which required by
project, uses up resource and consumes time –
may involve labor, paper work, contractual
negotiations, etc.

A

Activity: represented as nodes

25
Q

beginning or ending points of one or more
activities, instantaneous point in time, also called
‘nodes’

A

Event:

26
Q

combination of all project activities and the
events

A

Network:

27
Q

shortest time in which the
activity can be completed (earliest start, earliest
finish)

A

Optimistic Time:

28
Q

the completion time having the highest probability. Note that this time is different from the expected time

A

Most likely time

29
Q
A