Project Management DEC2011
Transcript of Project Management DEC2011
Project Management
December, 2011
Section – A
Q1) (a) Project
A project is a temporary endeavor with a defined
beginning and end, undertaken to meet unique goals and
objectives, typically to bring beneficial change or add
value. According to Project Management Institute, U.S.A
: "A Project is a one shot, time limited, goal
directed, major undertaking, requiring the commitment
of varied skills and resources." Or it is "a
combination of human and non – human resources pooled
together in a temporary organization to achieve a
specific purpose."
(b) Expected Value
The expected value can really be thought of as the mean
of a random variable. This means that if you ran a
probability experiment over and over, keeping track of
the results, the expected value is the average of all
the values obtained. The expected value is what you
should anticipate happening in the long run of many
trials of a game of chance.
How to Calculate the Expected Value
The variable is not continuous and each outcome comes
to us in a number that can be separated out from the
others. To find the expected value of a game that has
outcomes x1, x2, . . ., xn with probabilities p1, p2, .
. . , pn, calculate:
x1p1 + x2p2 + . . . + xnpn.
(c) Free Float
In the context of project management, the term Free
Float is used to describe amount of time that spans
from the completion of one previously scheduled
activity and extends to the point at which the next
scheduled activity is set to begin. Free float can be
calculated by determining the amount of the time
between the earliest start date of the initial activity
and the earliest start date of the succeeding activity,
and then subtracting from that total the amount of time
that it is expected the first activity will take to
complete. During this period of free float, the
completion time or date of the earlier of the
activities can be extended up until the scheduled early
start date or time of the next scheduled activity
without causing delays. If there is no succeeding
activity scheduled, the project end date would be used
to determine the back end of the free float window. FF
will always be less than or equal to TF and never more.
In all critical activities, FF is always zero.
(d) Latest Start Time
An activity can be started without delaying the entire
project. In other words, it is the latest possible time
at which an activity can start without delaying the
date of completion of the project.
LST = LFT – duration of that activity
(e) Relevance of Gantt chart
1. This technique's primary advantage is its good graphicaloverview that is easy to understand for nearly all
project participants and stakeholders.
2. The project's summary and terminal elements, which combine to form the project's internal structure, are shown
on the Gantt chart.
3. Gantt chart represents the tasks in most modern project scheduling packages.
4. It can also show summary elements and terminal dependencies.
(f) PERT
Program Evaluation and Review Technique is meant for
projecting task and project completion and organizing
complex sequences of tasks. PERT finds applications in
planning and control set of activities, functions and
relationships. By controlling the critical activities
the project can be completed within the scheduled time
limit. PERT gives a way to identifying critical
activities right at the planning stage so that
management is aware of risky areas and exercise proper
control over them, so as to complete the project within
the scheduled time.
(g) Project Planning
Project planning is a discipline for stating how to
complete a project within a certain timeframe, usually
with defined stages, and with designated resources. One
view of project planning divides the activity into:
Setting objectives (these should be measurable)
Identifying deliverables
Planning the schedule
Making supporting plans
(h) Crashing of activities
In CPM/ PERT network techniques, time is related to cost
and the object is to develop an optimum time cost
relationship. Crashing an activitymeans to reduce the
time required to complete an activity by assigning
additional resources to that activity but reducing the
duration time of the activities on the critical path may
change the critical path
normal time (NT): the expected time to complete an
activity
normal cost (NC): the cost to complete the activity in
its normal time
crash time (CT): the shortest possible time in which
the activity can be completed
crash cost (CC): the cost to complete the activity in
the shortest possible time (ie., the cost to complete
the activity in its crash time)
crash cost per time period = (CC - NC) / (NT - CT)
(i) Critical Path
A path along the network in which Earliest Finish Time
and Latest Finish time are equals known as Critical
path. It is the longest time path through the task
network. The series of tasks (or even a single task)
that dictates the calculated finish date of the project
i.e. it decides the sequence of activities which
decides the total duration of project. Critical path is
formed by critical activities and has zero float.
Activities off the critical path would not affect
completion time even if they were done more quickly.
The critical path is represented by double or thick
arrow line to distinguish it clearly.
(j) Network Diagram
It is a pictorial representation of a project plan
showing the inter – relationship and interdependencies
between the various activities in a sequence; in which
they are to be performed to complete the project.
Figure shows the pictorial representation of a network
consisting of 5 events and A – F 5 activities. Event 1
is the start of the project and event 5 is the end of
the project. The logic of the network is that activity
B and C cannot start until event 2 is reached.
Section – B
Q2) What are the important phases of a project life cycle?
Discuss each phase
briefly with key issues involved.
A project is a temporary endeavor with a defined beginning
and end, undertaken to meet unique goals and objectives,
typically to bring beneficial change or add value. A project
1 2
3
4
5t1
t2
t3
t4
t5A
B
C
DE
F
is not uniformly distributed through out its life span, but
varies from phase to phase depending on the requirement of
that phase. All projects have mainly five phases which are
as follows:
1. Conception Phase
2. Definition Phase
3. Planning and Organizing Phase
4. Implementation Phase
5. Project Clean – up Phase
Conception Phase:
This is the phase during which project idea germinates.
The idea may certain come to developer's mind and he try to
overcome the problem. It may so happen that an idea will
suddenly come to his mind as he surveys the environment or
the solution comes through his well wishers who worked on
that problem. In this phase it is not supposed to be
considered as to how the project will be implemented. It is
just like considering which medical college your child would
be admitted to when the child is still in the womb. A well
conceived project will go way to successful implementation
and operation of a project. This is understandable since at
the conception stage all pertinent data are not available
and also the changing environment cannot be predicted
initially.
Definition Phase:
The definition phase of the project will develop the
idea generated during the conception phase and produce a
document describing the project in sufficient detail
covering all aspects necessary for the customer and /or
financial institution to make up their minds on the project
idea. The areas to be examined during this phase are:-
1. Raw materials
2. Plant size/ capacity
3. Location and site
4. Technology/ process selection
5. Project layout
6. Plant and Machinery
7. Electrical and instrumentation works
8. Civil engineering work
9. Utilities - fuel, power and water
10. Manpower and Organizational pattern
11. Financial analysis
12. Implementation schedule
This phase therefore clears some of the ambiguities and
uncertainties associated with the formation made during the
conception phase. This phase also establishes the risk
involved in going ahead with the project in clear terms. A
project can either be acceptable or get dropped at this
stage itself.
Planning and Organizing Phase
In theory this phase starts after definition phase, but
in practice it starts much earlier, almost after conception
phase. Some organization, however, prepare documents such as
Project Execution Plan to mark this phase. By large
organizations during this phase deal with the following and
in most cases take necessary action for realization of the
same.
1. Project infrastructure and enabling services.
2. System design and basic engineering package
3. Organization and man power
4. Schedules and budgets
5. Licensing and government clearances
6. Finance
7. System and procedures
8. Identification of project manager
9. Design basis, general conditions for purchase and
contracts
10. Site preparation and investigations
11. Construction resource and material
12. Work packaging
Thus, this phase is involved with preparation for the
project to take off smoothly. This phase is often taken as a
part of the implementation phase it dose not limit itself to
paper work and thinking but even activities, including field
work are undertaken during this phase.
Implementation Phase
This is a hectic phase. During this period something
starts growing in the field and people for the first time
can see the project. This phase involves:
1. Preparation of specification of equipment and machinery
2. Ordering of equipment
3. Lining up construction contracts
4. Issue of construction drawings
5. Civil construction and construction of equipment
foundations
6. Equipment and machinery erection
7. Plant electricals
8. Piping
9. Instrumentation
10. Checking
11. Testing
12. Trial run
13. Commission of the plant
80 – 85% of work done during this phase only. All techniques
of project management, therefore, are applied to this area
essentially. There is overlapping of various sub phases due
to the fast track attempt in this phase. Hence, because of
its peculiarities, this phase has a high need of
coordination and control.
Project Clean-up Phase
This is a transition phase in which the hardware built
with the active involvement of various agencies is
physically handed over for production to a different agency
who has not so involved earlier. For project personal this
phase is a clean up task. Drawing, documents, files,
operations and maintainace manuals are catalogued and handed
over to the customer. The customer has to be satisfied
through the guarantee test runs. Any change required at the
last minute is to be done for the sack of customer's
satisfaction. Projects accounts are closed, materials
reconciliation carried out, outstanding payments made, and
dues collected during this phase. The most important issue
during this phase is the planning of staff and workers
involved in execution of the project.
Q3) Explain the difference between Critical Path Method and
Program Evaluation
Review Technique along with their suitability of use.
The inherent limitation and inadequacies of the Gantt
Chart technique, encouraged the management to find out
more effective and efficient technique of planning,
scheduling and controlling of project activities. The
result is developing in the form of CPM and PERT. Today
they are universally used by most of the companies in
various countries.
PERT and CPM are the scheduling techniques which are
used to plan, schedule and control a project consisting
of number of inter – related activities. These
techniques provide a frame which defines the jobs to be
done integrates them in a logical sequence and provides
a system of control over the progress of the plan.
Difference between CPM and PERT
Sr
.
No
.
PERT CPM
1. PERT is used where the
emphasis is on shortening
project execution time
without too much concern
for cost implication
CPM is used where the
emphasis is on optimizing
resource allocation and
minimizing overall cost for
a given projection
execution time.
2. A probabilistic model with
uncertainty in activity
duration. Three time
estimates are used to make
allowances for
uncertainties.
A deterministic model with
well known activity time
based on past experience.
It uses single time
estimate.
3. An event oriented CPM is activity oriented.
technique.
4. The use of dummy
activities is required for
representing the proper
sequencing.
The use of dummy activities
is not necessary. The arrow
diagram thus becomes
slightly simpler.
5. Especially suitable in
defense projects, R and D
where the activity times
cannot be readily
predicted.
Suitable for problems in
industrial plant
maintenance, civil
construction projects etc.
Use of CPM and PERT
1. To plan, schedule and control the project
consisting of number of interleaved
activities.
2. To define and integrate the task in a
logical sequence.
3. These techniques show the precedence
relationship i.e., they show how the
activities are dependent.
4. With the help of these techniques the
management can know which operation should
be done after completing a particular
operation.
5. To focus management attention on the most
critical activities. It tells the
management at what moment and for which
activities the time schedules should be
strictly followed so that the future
project will not be affected and where it
may be, delayed and upto what extent
without affecting the last date of
completion of the scheduling timing.
6. To plan the best possible use of resources
to achieve a given goal within overall
time and cost limitations.
7. To know the progress of the work as
related to the scheduling time.
8. It provide the basis for determining
manpower, material and capital
requirements.
9. Network analysis helps in designing,
planning, coordinating, controlling and
decision making in order to accomplish the
project economically in the minimum
available time, with the limited
resources.
Q4) For the following data draw network diagram and then
crash the activities and
State the time – cost trade – off points that the
company should want to
consider, start with the plan that has longest
duration.
Q5) What are the main differences between the planning and
scheduling? Can we
say that scheduling is part of planning process?
The purpose of project planning is to identify all the
important events which are essential for completion as
well as for making up of the project. The dependence of
these events upon one another is shown explicitly in
the form of a network.
Whereas the scheduling computations give the earliest
and the latest allowable start and finish time for each
activity. As a by – product they identify the critical
path through the network and indicate the amount of
'slack' time associated with the non – critical paths.
Difference between Planning and Scheduling
Planning is the process of identifying all activities
necessary to complete the project while scheduling is
the process of determining the sequential order of
activities, assigning planned duration and determining
the start and finish dates of each activity.
Planning is a prerequisite to scheduling because there
is no way to determine the sequence until they are
defined. However they become synonymous because they
are performed interactive.
Planning involves making decisions with the objective
of influencing the future. Another way to consider
planning is as the “thinking” phase. Defining
activities, their logical sequence, and their
relationship to each other are all planning functions.
In planning you answer the following questions:
What will be performed?
This question is answered by determining the final
project product necessary for achieving project
success. This is done in the initiation phase before
the development of your WBS (Work Breakdown Structure).
How will it be performed?
This question is answered by determining the processes,
procedures, and methodologies used to complete the
project.
Where will it be performed?
This answer varies for each type of project. For
example, if it’s a construction project, the “where”
will be the physical location of the building or road
etc. If the project is a software development project,
the answer could be the physical location of the
project team or the final location of the project
software.
Who will perform the work?
This question is answered by determining if the work
will be contracted or will use in-house resources.
Then, the question will be examined in even more
detail: if a contractor, what type of contractor, and
if company resource, what department and who in each
department?
In what sequence?
This question involves determining the order in which
activities will be performed to complete the project.
With five main questions answered, only one last
question remains: when. This question involves
scheduling.
Scheduling determines the timing of operations in the
project. The schedule will determine the specific start and
completion dates for the project and all project activities.
Another way to look at scheduling is to consider it the
“action” or “doing it” phase. In scheduling you answer the
question:
When will the work be performed?
Scheduling includes the project start and completion
dates, project deliverables and milestones dates, and
the start and completion dates for all activities
needed to successfully complete the project.
Project scheduling is a part of the planning process.
Project scheduling is important because it is an integral
part of the project planning process. A project can not run
without a project plan. Scheduling establishes the
timelines, delivery and availability of project resources,
whether they be personnel, inventory or capital. For this
reason, any project without a schedule is a project doomed
to issues down the road.
Q6) There exists a trade off between activity duration and
the associated cost.
Discuss the time/ cost trade off in project
management. When should one resort
to crashing?
Time – Cost Trade Off
If the schedule time to complete the project is
satisfactory, the project planning and scheduling may be
complete. However, if one is interested in determining the
cost of reducing the project completion time then time –
cost trade offs activity performance times must be
considered for those activities on the critical and near
critical paths.
It is assumed that the estimated completion time for a
project can be shortened by deploying additional resources
for the activities. These additional resources include
labour, equipment, capital or any other resources. For
examples if the staff in a project normally works an eight
hour shift, one can expedite the work on the project by
having the staff work an additional shift, but they will
have to be paid extra wages for overtime. So the project
duration can be shortened, but the indirect cost will be
increases. Similarly by mechanization and automation,
several activities can be speed up beyond their normal rates
of progress. But one has to add additional cost for getting
the work done. Hence it is assumed that the time in a
project is a variable, depending on the amount of effort or
resources applied to it.
For calculating time – cost relationship, initially assumed
that a given activity or a work package in a project is
performed at the normal work pace. The normal work pace is
assumed to be the most efficient and hence the least costly
pace of doing work in work package or activity. This is the
usual or customary way of executing the activity and its
direct cost and duration are designed as Cn and Tn
respectively.
Figure shows the time – cost relationship of an activity.
Cc
Cn
Tc Tn
NORMAL
CRASH COST – TIME SLOPE
(NEGATIVE)
= (Cc – Cn) / (Tc – Tn)
ACTIVI
TY D
IRECT
COST
When the maximum effort is applied to complete an activity
in the shortest possible time, the activity is said to be
have been crashed. This condition is represented by the
direct cost (Cc) and the duration (Tc) in figure. Crash
condition not only represents the shortest activity duration
(Tc), but also the greatest direct cost (Cc) for performing
the activity.
According to figure if you connect 'crash' and 'normal'
points by a straight line, then this line represents the
time – cost relationship for the activity. In other words
this line gives the nature of trade of between direct cost
and the duration of the activity. Any intermediate point of
operation between the normal and crash points is feasible
for every activity in the project that can be crashed. Every
such intermediate point for a given activity is uniquely
defined by its time – cost relationship. A very important
assumption is made during time – cost relationship is that
of linearity. That is the feasible intermediate operating
points between the normal and crash points in figure must
all lie only on the straight line connecting these two
points. It is equally important that each activity has its
own time – cost relationship.
Example: - Let activity, i and j denote an activity
originating at event I and terminating at event j, in the
project network. The time – cost relationship for this
activity can be calculated using the following parameters:
Tni,j = Normal time taken to perform an activity (i,j),
Cni,j = Normal (direct) cost for activity (i,j),
Tcij = Crash time for the activity (i,j),
Ccij = Crash (direct) cost for activity (i,j).
The decision variables for the linear programming problem
are the intermediate time – cost trade – off points, or the
Ti,j's where
Ti,j = (selected) duration time for activity (i,j)
To express the direct cost for each activity as a linear
function of the decision variable, Ti, compute the cost time
slope of the straight line joining the normal and the crash
point. This can be represented as:
ai,j = (Cci,j – Cni,j) / (Tni,j – Tci,j)
where ai,j = Cost - time slope of an activity (i,j) i.e. the
incremental direct cost of an activity (i,j) per unit
decrease in the activity duration time.
Q7) “The fate of any project is dependent substantially on
the human aspect.”
Comment on this statement.
A project is a set of various activities that are planned
and executed in order to create a unique product within the
specified deadline and budget. But without human efforts it
is not possible to achieve any project goal. Project
management helps to coordinate the members and the resources
available for a project for achieving the organizational
objective. Project management means developing a project
plan, which includes defining the project goals and
objectives of the project. It also associates the budget and
timelines for the completion of a project. It provides the
following benefits in an organization:
1. Saving Cost: If the process and procedures are planned
once, then they can be used in all the future projects
again. This way it can helps in saving cost and time to
complete the project.
2. Improving working conditions: If the projects a are
successful, the client will be more involved in the
projects. This helps in improving the working conditions of
project, which in turn encourages the morale and confidence
of the project team.
3. Improving financial management: Better estimations of the
actual cost helps in managing the budget of the
organization. This results in better financial
predictability and cost control.
4. Resolving problems: a lot of time is wasted on solving
project problems. If the project is properly managed and
planned, then the process of project management helps in
solving the project problems more quikly.
5. Determining risk: the process of project management helps
in identifying and managing risks in the near future.
6. Improving the product quality: it helps to understand the
customers need, once the team recognizes customer needs,
they can implement quality control and quality assurance
techniques to fulfill the customers demand.
Challenges in Project Management
Organizations face different challenges while managing the
project due to various reasons such as lack of management
skills and disputes among the team members. Here are some
challenges in project management which we are going to
discuss:
1. Unrealistic deadlines: This is the biggest challenge in
front of PM to complete the project with the scheduled
project time or to meet the project deadline. Through
proper planning of project activities and coordination
among team members we can overcome this challenge.
2. Communication deficits: This occurs due to lack of
communication between the team members and the
customers. One should maintain proper communication
flow between the project manage and team members and
customers.
3. Resource competition: There is a lot of competition in
resources required for projects due to availability of
the resources such as manpower and materials in the
organization. It is difficult to select a particular
project from various projects for utilizing these
resources.
4. Undefined vision and goals: Some times the goals of
project are not clearly defined. Therefore, to
communicate team members that what should be achieved
becomes a difficult task. This challenge can be
overcome by solving team members queries regarding
project. The documentation should be appropriate.
5. Failure to manage risks: Risk is mandatory for every
project. The plan of every project has a list of risks
but no further analysis is done which affect the
project badly. If the risks involved in the project
determined then the team members should take proactive
measures to avoid these risks.
6. Insufficient team skills: To overcome this challenge
there should e proper training given to team members.
They should be guided in such a way that the team will
be able to manage the resources and external advisors.
Project manager: Project manager is the individual who
manages the project effectively and efficiently. In every
organization, it is the duty of the project manager to
manage the projects. The basic roles and responsibilities of
a project manager are:
1. Defining and maintaining the integrity of a project.
2. Development of project execution plan.
3. Organization for execution of the plan.
4. Setting of targets and development of systems and
procedures for accomplishment of project objectives and
targets.
5. Negotiations for commitments.
6. Direction, coordination and control of activities.
7. Contract management.
8. Non – human resource management including fiscal
matters.
9. Projectising and problem – solving.
10. Man management
11. Satisfaction of customer, Government and the
public.