PB 602 OPERATION MANAGEMENT 
PROJECT MANAGEMENT TECHNIQUES 
PN SITI MARIAM BINTI SAMAT 
Mohamad Ihsan Hakim Bin Rozali 16BPM12F2004 
Muhamad Shaiful Nizam Bin Abd Rahman 16BPM12F2003 
Raja Izzat Muqri Bin Raja Zahari 16DPM11F2033
PERT AND CPM 
Program evaluation and review technique and the Critical 
path method is develop in 1950s to help managers 
schedule, monitor and control large and complex projects.
Définition PERT 
• PERT stands for program évaluation and review 
technique 
• A Project management technique That employs three 
times estimates for each activity
Definition CPM 
• CPM stands for critical path method 
• A Project management technique That uses only one 
time factor per activity
Six basic step for PERT and CPM 
1. Define the project and prepare the work breakdown structure 
2. Develop the relationship among the activities. Decide which 
activities must precede and which must follow others. 
3. Draw the network connecting all the activities 
4. Assign time and/or cost estimates to each activity 
5. Compute the longest time path through the network. This is called 
critical path. 
6. Use the network to help plan, schedule, monitor and control the 
project
Important of PERT and CPM 
Answer the question of: 
• When will the entire project be completed? 
• Which are the noncritical activities? 
• What is the probability that the project will be completed by a 
specific date? 
• At any particular date, is the project on schedule,behind 
schedule or ahead of schedule? 
• On any given time is the money spend equal to,less than,or 
greater than budgeted amount?
Important of PERT and CPM 
• Are there enough resources available to finish the project on 
time? 
• If the project is to be finished in a shorter amount of time, what 
is the best way to accomplish this goal at the least cost?
Program Evaluation and 
Review Technique (PERT)
Steps to Develop and Analyze a PERT 
Network 
STEP 1 
Decompose project into individual job or tasks and 
identify each of them. 
STEP 2 
Find out activities or tasks sequence and develop 
network. 
STEP 3 
Estimate each activities duration time
STEP 4 
Obtain expected duration time of each activity 
STEP 5 
Determine each activity time variance 
STEP 6 
Find out the critical path of the network under study. 
Step 7 
Calculate project completion probability on the 
specified time (date).
Example:Mario Mariano Bros Sdn Bhd owns a data needed to complete a work on a project 
in Kulim Kedah Farm.Ask your company Assistant Project Manager Mario Mariano Bros Sdn 
Bhd to prepare a working paper based on information table 
Activities Immediate 
precedence 
Activities 
Optimistic 
Time 
(month) 
Most Likely Time Pessimistic time 
A - 1 2 3 
B - 2 3 4 
C - 1 2 3 
D A 2 4 6 
E B 2 5 8 
F B 4 5 6 
G C 1 2 3 
H D,E 6 7 2 
I F,G 3 7 5 
J H,I 8 9 4
(I) The time required to complete each activity 
(II) Construct the PERT network for each activity 
(III) Count ES,EF,LS, and LF 
(IV) The longest time to complete the project 
i. The optimistic time (a) 
ii. The pessimistic time(m) 
iii. The most likely time(b) 
t =a+4m+b 
6
Activities Immediate 
precedence 
Activities 
Optimistic 
Time 
(month) 
a 
Most Likely 
Time 
(m) 
Pessimistic 
time 
(b) 
Expected 
time 
(t) 
A - 1 2 3 2 
B - 2 3 4 3 
C - 1 2 3 2 
D A 2 4 6 4 
E B 2 5 8 5 
F B 4 5 6 5 
G C 1 2 3 2 
H D,E 6 7 2 6 
I F,G 3 7 5 6 
J H,I 8 9 4 8
calculation 
t =a+4m+b 
6 
t =1 +4(2)+3 
6 
t =2 
t= a+4m+b 
6 
= 2 +4(3)+4 
6 
= 3
Aon graph 
start 
A 
B 
C 
D 
E 
F 
G 
H 
I 
J END
key 
ES : Earliest start 
EF: Earliest finish 
LS: latest start 
LF: latest finish 
A: activity name 
AD: activity duration 
ES Activity Duration 
EF 
a 
Activity name 
LS LF
Pert network 
Forward pass: earliest start time rule 
Before and activity has only a single immediate 
precedecessor ,its EQ equals to EF of all predecessor 
If an activity has multiple predecessor, its ES is the 
maximum of all EF values of its predecessor
Pert network 
Backward pass

Presentation7

  • 1.
    PB 602 OPERATIONMANAGEMENT PROJECT MANAGEMENT TECHNIQUES PN SITI MARIAM BINTI SAMAT Mohamad Ihsan Hakim Bin Rozali 16BPM12F2004 Muhamad Shaiful Nizam Bin Abd Rahman 16BPM12F2003 Raja Izzat Muqri Bin Raja Zahari 16DPM11F2033
  • 2.
    PERT AND CPM Program evaluation and review technique and the Critical path method is develop in 1950s to help managers schedule, monitor and control large and complex projects.
  • 3.
    Définition PERT •PERT stands for program évaluation and review technique • A Project management technique That employs three times estimates for each activity
  • 4.
    Definition CPM •CPM stands for critical path method • A Project management technique That uses only one time factor per activity
  • 5.
    Six basic stepfor PERT and CPM 1. Define the project and prepare the work breakdown structure 2. Develop the relationship among the activities. Decide which activities must precede and which must follow others. 3. Draw the network connecting all the activities 4. Assign time and/or cost estimates to each activity 5. Compute the longest time path through the network. This is called critical path. 6. Use the network to help plan, schedule, monitor and control the project
  • 6.
    Important of PERTand CPM Answer the question of: • When will the entire project be completed? • Which are the noncritical activities? • What is the probability that the project will be completed by a specific date? • At any particular date, is the project on schedule,behind schedule or ahead of schedule? • On any given time is the money spend equal to,less than,or greater than budgeted amount?
  • 7.
    Important of PERTand CPM • Are there enough resources available to finish the project on time? • If the project is to be finished in a shorter amount of time, what is the best way to accomplish this goal at the least cost?
  • 8.
    Program Evaluation and Review Technique (PERT)
  • 9.
    Steps to Developand Analyze a PERT Network STEP 1 Decompose project into individual job or tasks and identify each of them. STEP 2 Find out activities or tasks sequence and develop network. STEP 3 Estimate each activities duration time
  • 10.
    STEP 4 Obtainexpected duration time of each activity STEP 5 Determine each activity time variance STEP 6 Find out the critical path of the network under study. Step 7 Calculate project completion probability on the specified time (date).
  • 11.
    Example:Mario Mariano BrosSdn Bhd owns a data needed to complete a work on a project in Kulim Kedah Farm.Ask your company Assistant Project Manager Mario Mariano Bros Sdn Bhd to prepare a working paper based on information table Activities Immediate precedence Activities Optimistic Time (month) Most Likely Time Pessimistic time A - 1 2 3 B - 2 3 4 C - 1 2 3 D A 2 4 6 E B 2 5 8 F B 4 5 6 G C 1 2 3 H D,E 6 7 2 I F,G 3 7 5 J H,I 8 9 4
  • 12.
    (I) The timerequired to complete each activity (II) Construct the PERT network for each activity (III) Count ES,EF,LS, and LF (IV) The longest time to complete the project i. The optimistic time (a) ii. The pessimistic time(m) iii. The most likely time(b) t =a+4m+b 6
  • 13.
    Activities Immediate precedence Activities Optimistic Time (month) a Most Likely Time (m) Pessimistic time (b) Expected time (t) A - 1 2 3 2 B - 2 3 4 3 C - 1 2 3 2 D A 2 4 6 4 E B 2 5 8 5 F B 4 5 6 5 G C 1 2 3 2 H D,E 6 7 2 6 I F,G 3 7 5 6 J H,I 8 9 4 8
  • 14.
    calculation t =a+4m+b 6 t =1 +4(2)+3 6 t =2 t= a+4m+b 6 = 2 +4(3)+4 6 = 3
  • 15.
    Aon graph start A B C D E F G H I J END
  • 16.
    key ES :Earliest start EF: Earliest finish LS: latest start LF: latest finish A: activity name AD: activity duration ES Activity Duration EF a Activity name LS LF
  • 17.
    Pert network Forwardpass: earliest start time rule Before and activity has only a single immediate precedecessor ,its EQ equals to EF of all predecessor If an activity has multiple predecessor, its ES is the maximum of all EF values of its predecessor
  • 18.