PROJECT MANAGEMENT
1. What is a project?
a. Project is an interrelated set of activities that has a definite
starting and ending point resulting in to an unique product. few
examples of project are-
Constructing a bridge, dam, highway or building.
Producing an aeroplane, missile or rocket.
Introducing a new product.
Installation of a large computer system.
Construction of a ship.
Maintenance of major equipment/plant.
Commissioning of a power plant.
Conducting national election.
2. Basic steps in project management
Managing a project (regardless of its size and complexity) requires
identifying every activity to be undertaken and planning- when
each activity must begin and end in order to complete the overall
project in time. typically all projects involve the following steps:
Description of the project.
Development of network diagram.
Insertion of time of starting/ending of each activity.
Analysis of the network diagram.
Development of the project plan
Excetion of the project.
Periodically assessment of the progress of project.
3. Terminologies used in network diagram
(i) Activity: An activity means work/job. it is a time consuming
process. it is represented by an arrow (→) in the network diagram.
as shown below.
Tail → head
(ii) Event : An event is a specific instant of time marks the "start"
and "end" of an activity.
(iii) Critical path: It is the sequence of activities which decides the
total project duration. Ex.
(iv) Duration (d) : Duration is the estimated or actual time required to
complete a task or an activity.
(v) Total project time: time to complete the project. In other words,
it is the duration of critical path.
(vi) Earliest start time (Ei): It is the earliest possible time at which an
activity can start. it is calculated by moving from 1st to last event
in the network diagram.
(vii) Latest start time (Li) : It is the latest possible time by which an
activity can start.
(viii) Earliest finish time (Ej) : It is the earliest possible time at which an
activity can finished/end.
(ix) Latest finish time (Li) : It is the last event time of the head event.
It is calculated by moving backward in the network diagram.
(x) Float/slack : Slack is with reference to an event. Float is with
reference to an activity.
(xi) Total float : (Latest finish time- Earliest start time) - Activity
duration (Su fig. above)
(xii) Free float : (Earliest finish time- Earliest start time) – Activity
duration.
(xiii) Independent float : (EST of head event – LST of tail event) –
Activity duration.
(xiv) Optimistic time (to) : Time estimate for fast activity completion.
(xv) Pessimistic time (tp.) : Maximum time duration. that an activity
can take.
(xvi) Most likely time (tm) : best guess of activity completion time.
(xvii) Expected time (te) :
(xviii) Variance of an activity time : 6e
2 = (
)2
(xix) CPM – Critical path method
(xx) PERT- Program evaluation & review technique.
© Project management through PERT/CPM.
Project scheduling using Gantt chart was done from 1917. Till 1956.
Between 1956-58 two new scheduling techniques were developed.
(i) PERT
(ii) CPM
Both are based on the use of a network/graphical model to depict the
work tasks being scheduled. The popularility of network based scheduling can
be attributed to its many benefits, especially its ease of u
1. What is a project?
a. Project is an interrelated set of activities that has a definite
starting and ending point resulting in to an unique product. few
examples of project are-
Constructing a bridge, dam, highway or building.
Producing an aeroplane, missile or rocket.
Introducing a new product.
Installation of a large computer system.
Construction of a ship.
Maintenance of major equipment/plant.
Commissioning of a power plant.
Conducting national election.
2. Basic steps in project management
Managing a project (regardless of its size and complexity) requires
identifying every activity to be undertaken and planning- when
each activity must begin and end in order to complete the overall
project in time. typically all projects involve the following steps:
Description of the project.
Development of network diagram.
Insertion of time of starting/ending of each activity.
Analysis of the network diagram.
Development of the project plan
Excetion of the project.
Periodically assessment of the progress of project.
3. Terminologies used in network diagram
(i) Activity: An activity means work/job. it is a time consuming
process. it is represented by an arrow (→) in the network diagram.
as shown below.
Tail → head
(ii) Event : An event is a specific instant of time marks the "start"
and "end" of an activity.
(iii) Critical path: It is the sequence of activities which decides the
total project duration. Ex.
(iv) Duration (d) : Duration is the estimated or actual time required to
complete a task or an activity.
(v) Total project time: time to complete the project. In other words,
it is the duration of critical path.
(vi) Earliest start time (Ei): It is the earliest possible time at which an
activity can start. it is calculated by moving from 1st to last event
in the network diagram.
(vii) Latest start time (Li) : It is the latest possible time by which an
activity can start.
(viii) Earliest finish time (Ej) : It is the earliest possible time at which an
activity can finished/end.
(ix) Latest finish time (Li) : It is the last event time of the head event.
It is calculated by moving backward in the network diagram.
(x) Float/slack : Slack is with reference to an event. Float is with
reference to an activity.
(xi) Total float : (Latest finish time- Earliest start time) - Activity
duration (Su fig. above)
(xii) Free float : (Earliest finish time- Earliest start time) – Activity
duration.
(xiii) Independent float : (EST of head event – LST of tail event) –
Activity duration.
(xiv) Optimistic time (to) : Time estimate for fast activity completion.
(xv) Pessimistic time (tp.) : Maximum time duration. that an activity
can take.
(xvi) Most likely time (tm) : best guess of activity completion time.
(xvii) Expected time (te) :
(xviii) Variance of an activity time : 6e
2 = (
)2
(xix) CPM – Critical path method
(xx) PERT- Program evaluation & review technique.
© Project management through PERT/CPM.
Project scheduling using Gantt chart was done from 1917. Till 1956.
Between 1956-58 two new scheduling techniques were developed.
(i) PERT
(ii) CPM
Both are based on the use of a network/graphical model to depict the
work tasks being scheduled. The popularility of network based scheduling can
be attributed to its many benefits, especially its ease of u
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