TIME AND COST CONTROLLING USING CRITICAL PATH Time And Cost Controlling Using Critical Path Method (Case Study At Palur Fly-Over Surakarta).
TIME AND COST CONTROLLING USING CRITICAL PATH
METHOD (CASE STUDY AT PALUR FLY-OVER SURAKARTA)
A THESIS
Submitted as a Partial Fullfilment of the Requirements
For the completion of Getting the Postgraduate Degree in Civil Engineering
study Program
Arranged by:
Adel Issa Elsosan
S 100130016
POSTGRADUATE PROGRAM
DEPARTMENT OF CIVIL ENGINEERING
UNIVERSITAS MUHAMMADIYAH SURAKARTA
2015
TIME AND COST CONTROLLING USING CRITICAL PATH
METHOD (CASE STUDY AT PALUR FLY-OVER SURAKARTA)
A THESIS
Submitted as a Partial Fullfilment of the Requirements
For the completion of Getting the Postgraduate Degree in Civil Engineering
study Program
Arranged by:
Adel Issa Elsosan
S 100130016
POSTGRADUATE PROGRAM
DEPARTMENT OF CIVIL ENGINEERING
UNIVERSITAS MUHAMMADIYAH SURAKARTA
2015
ii
ABSTRACT
ABSTRACT-The purpose of this study is to (1.To analyze the remaining work items
at month of 14th from the project starts, 2). To analyze the remaining cost items at month of
14th after the project start. And the last is 3). To reschedule and to optimize the time and cost
by use Critical Path Method (CPM).
This study will analyze time and cost controlling by using CPM approach on the
project. Based on the background of the study, the statements of the problems can be
formulated as follows: (1) How is rescheduling in optimization of time on Palur Fly over of
Surakarta by using Critical Path Method (CPM)? and (2) How is the implement of the normal
and the crash of the cost on Palur flyover in Surakarta by using Critical Path Method (CPM)?.
The writer analyzed the fly-over project implementation fly over Palur in Surakarta whether
according to the time plan. By rescheduling the plan and make optimization of time and
minimizing cost with CPM (Critical Path Method).
Based on the result and discussion, the conclusion of this research as follows: The
implementation of the project is not in accordance with the plan, it is too late because of the
weather and can be solved by increasing the valve of workers. Based on the rescheduling
alternatives can be implemented as the alternative I with 160 days shorter and the rest of cost
Rp 32.556.381.150
Keywords: Critical Path Method (CPM), Project Management, Time Control, and Cost
control.
vii
ACKNOWLEDGEMENT
Bismillahirrahmaanirrahiim
Assalaamu’alaikum wr.wb.
Alhamdulillahirrahmaanirrahiim, praise and gratitude to the most Merciful Allah
Ta’ala, for blessing the writer in finishing this Thesis entitled TIME AND COST
CONTROLLING USING CRITICAL PATH METHOD (CASE STUDY
AT PALUR FLY-OVER SURAKARTA) as one of the requirement for getting the
Postgraduate Degree in Civil Engineering Program. The researchers do not forget to praise to
the messenger, our prophet Muhammad S A W, and his followers.
The writer really realizes that he cannot finish this research because of great attention,
motivation, material, and support given by his parents, relatives, beloved ones, friends, and
others. In addition, the writer also thanks much to the people who helped him to complete this
research paper. Therefore, the writer wants to dedicatee his sincerest gratitude for all them.
The writer would like to express his appreciation to those ones. They are: Nurul
Hidayati, ST, MT., Ph.D, as the Head of Magister of Civil Engineering Study. The next is
Mohamad Solikin, PhD, as the first consultant for his kindness in guiding, helping, teaching
to the writer and also Ir. M. Muh Nursahid, M.M., M.T as the second consultant for his
patience in guiding the writer to complete this thesis. With the third examiner Sri Sunarjono,
Ph.D from the buttonm of his hearth, the writer would like to devote his everlasting mercy
and thanks so much for your time besides precautio.
NO workcan be done perfectly , nor can this research paper. The witer expects that
this research paper will become useful for the development of academic study and following
research.
Surakarta...................................................
Wassalaamu’alaikum wr.wb.
viii
TABLE OF CONTENT
THE TITTLE OF THE RESEARCH ...................................................................
i
APPROVAL ..........................................................................................................
iii
NOTE OF ADVISOR I .........................................................................................
iv
NOTE OF ADVISOR II ........................................................................................
v
THESIS STATEMENT OF AUTHENTICITY ....................................................
vi
ABSTRACT ..........................................................................................................
vii
ACKNOWLEDGEMENT.....................................................................................
viii
TABLE OF CONTENT ........................................................................................
x
LIST OF TABLES ................................................................................................
xii
LIST OF FIGURES ..............................................................................................
xiii
CHAPTER
INTRODUCTION..................................................................
1
1.1 Background .....................................................................
1
1.2 Problem Statement ..........................................................
5
1.3 Research Question ...........................................................
5
1.4 Purpose of the Study ........................................................
5
1.5 Scope of the research .......................................................
6
LITERATURE REVIEW.......................................................
7
2.1 Project Management ..................................................
7
2.2 Critical Path Method (CPM) ......................................
9
2.3 Advantages of using the Critical Path Method...........
21
2.4 Disadvantages of using the Critical Path Method ......
23
CHAPTER
I
II
2.5 The Human Element Project Teams
CHAPTER
and Decision Making ................................................
25
2.6 Minimizing Project Completion Time ......................
28
2.7 Minimizing Costs ......................................................
30
III METHODOLOGY ................................................................
32
3.1 Type and Research Approach .........................................
32
3.2 Data Collection Technique .............................................
32
ix
CHAPTER
CHAPTER
3.2.1 Observation ........................................................
33
3.2.2 Interview ............................................................
33
3.3 Location of the Research ..............................................
34
3.4 Method for Data Collection ...........................................
34
3.5 Data Analysis Technique ...............................................
34
3.6 Research Framework .....................................................
36
IV RESULT AND DISCUSSION ..............................................
37
4.1 General ............................................................................
37
4.2 Contact Project ...............................................................
38
4.3 Budget of Project ............................................................
39
4.4 Analyse the Remaining Works Items ............................
44
4.5 Analyse of the Remaining Cost .....................................
48
4.5.1 Minimizing Cost of Division (6) ......................
48
4.5.2 Minimizing Cost of Division (8) ......................
49
4.5.3 Minimizing Cost of Division (2) ......................
50
4.6 Rescheduling .................................................................
50
4.6.1 Alternative I .....................................................
52
4.6.2 Alternative II ....................................................
53
4.6.3 Alternative III ...................................................
54
4.6.4 Alternative IV ..................................................
54
4.6.5 Alternative V ....................................................
56
4.7 Discussion .....................................................................
56
CONCLUSION AND RECOMMENDATION .....................
60
5.1 General............................................................................
60
5.2 Contact Project ...............................................................
60
V
APPENDICES
BIBLIOGRAPHY
x
LIST OF TABLES
Table 4.1
List of the budget project
39
Table 4.2
The Remaining of Works preparatory on Month14th
44
Table 4.3
The Total of Remaining Works n Cost After 13 Month
50
Table 4.4
Curve S of Reschedulling
51
.
xi
LIST OF FIGURES
Figure 2.1
Conventional Schedule and CCPM Schedule
With Time Buffers Shown Explicitly
25
Figure 2.2.
The Calculation CPM
31
Figure 2.3.
Example of CPM
31
Figure 3.1.
Research Framework
36
Figure 4.1
Location of Palur Fly-Over, Karanganyar
37
Figure 4.1a
Network CPM Alternative I
52
Figure 4.1b
Network CPM Alternative I, Normal Day for
Rescheduling
52
Figure 4.2
Network CPM Alternative II
53
Figure 4.3
Network CPM Alternative III
54
Figure 4.4
Network CPM Alternative IV
55
Figure 4.5
Network CPM Alternative V
56
xii
METHOD (CASE STUDY AT PALUR FLY-OVER SURAKARTA)
A THESIS
Submitted as a Partial Fullfilment of the Requirements
For the completion of Getting the Postgraduate Degree in Civil Engineering
study Program
Arranged by:
Adel Issa Elsosan
S 100130016
POSTGRADUATE PROGRAM
DEPARTMENT OF CIVIL ENGINEERING
UNIVERSITAS MUHAMMADIYAH SURAKARTA
2015
TIME AND COST CONTROLLING USING CRITICAL PATH
METHOD (CASE STUDY AT PALUR FLY-OVER SURAKARTA)
A THESIS
Submitted as a Partial Fullfilment of the Requirements
For the completion of Getting the Postgraduate Degree in Civil Engineering
study Program
Arranged by:
Adel Issa Elsosan
S 100130016
POSTGRADUATE PROGRAM
DEPARTMENT OF CIVIL ENGINEERING
UNIVERSITAS MUHAMMADIYAH SURAKARTA
2015
ii
ABSTRACT
ABSTRACT-The purpose of this study is to (1.To analyze the remaining work items
at month of 14th from the project starts, 2). To analyze the remaining cost items at month of
14th after the project start. And the last is 3). To reschedule and to optimize the time and cost
by use Critical Path Method (CPM).
This study will analyze time and cost controlling by using CPM approach on the
project. Based on the background of the study, the statements of the problems can be
formulated as follows: (1) How is rescheduling in optimization of time on Palur Fly over of
Surakarta by using Critical Path Method (CPM)? and (2) How is the implement of the normal
and the crash of the cost on Palur flyover in Surakarta by using Critical Path Method (CPM)?.
The writer analyzed the fly-over project implementation fly over Palur in Surakarta whether
according to the time plan. By rescheduling the plan and make optimization of time and
minimizing cost with CPM (Critical Path Method).
Based on the result and discussion, the conclusion of this research as follows: The
implementation of the project is not in accordance with the plan, it is too late because of the
weather and can be solved by increasing the valve of workers. Based on the rescheduling
alternatives can be implemented as the alternative I with 160 days shorter and the rest of cost
Rp 32.556.381.150
Keywords: Critical Path Method (CPM), Project Management, Time Control, and Cost
control.
vii
ACKNOWLEDGEMENT
Bismillahirrahmaanirrahiim
Assalaamu’alaikum wr.wb.
Alhamdulillahirrahmaanirrahiim, praise and gratitude to the most Merciful Allah
Ta’ala, for blessing the writer in finishing this Thesis entitled TIME AND COST
CONTROLLING USING CRITICAL PATH METHOD (CASE STUDY
AT PALUR FLY-OVER SURAKARTA) as one of the requirement for getting the
Postgraduate Degree in Civil Engineering Program. The researchers do not forget to praise to
the messenger, our prophet Muhammad S A W, and his followers.
The writer really realizes that he cannot finish this research because of great attention,
motivation, material, and support given by his parents, relatives, beloved ones, friends, and
others. In addition, the writer also thanks much to the people who helped him to complete this
research paper. Therefore, the writer wants to dedicatee his sincerest gratitude for all them.
The writer would like to express his appreciation to those ones. They are: Nurul
Hidayati, ST, MT., Ph.D, as the Head of Magister of Civil Engineering Study. The next is
Mohamad Solikin, PhD, as the first consultant for his kindness in guiding, helping, teaching
to the writer and also Ir. M. Muh Nursahid, M.M., M.T as the second consultant for his
patience in guiding the writer to complete this thesis. With the third examiner Sri Sunarjono,
Ph.D from the buttonm of his hearth, the writer would like to devote his everlasting mercy
and thanks so much for your time besides precautio.
NO workcan be done perfectly , nor can this research paper. The witer expects that
this research paper will become useful for the development of academic study and following
research.
Surakarta...................................................
Wassalaamu’alaikum wr.wb.
viii
TABLE OF CONTENT
THE TITTLE OF THE RESEARCH ...................................................................
i
APPROVAL ..........................................................................................................
iii
NOTE OF ADVISOR I .........................................................................................
iv
NOTE OF ADVISOR II ........................................................................................
v
THESIS STATEMENT OF AUTHENTICITY ....................................................
vi
ABSTRACT ..........................................................................................................
vii
ACKNOWLEDGEMENT.....................................................................................
viii
TABLE OF CONTENT ........................................................................................
x
LIST OF TABLES ................................................................................................
xii
LIST OF FIGURES ..............................................................................................
xiii
CHAPTER
INTRODUCTION..................................................................
1
1.1 Background .....................................................................
1
1.2 Problem Statement ..........................................................
5
1.3 Research Question ...........................................................
5
1.4 Purpose of the Study ........................................................
5
1.5 Scope of the research .......................................................
6
LITERATURE REVIEW.......................................................
7
2.1 Project Management ..................................................
7
2.2 Critical Path Method (CPM) ......................................
9
2.3 Advantages of using the Critical Path Method...........
21
2.4 Disadvantages of using the Critical Path Method ......
23
CHAPTER
I
II
2.5 The Human Element Project Teams
CHAPTER
and Decision Making ................................................
25
2.6 Minimizing Project Completion Time ......................
28
2.7 Minimizing Costs ......................................................
30
III METHODOLOGY ................................................................
32
3.1 Type and Research Approach .........................................
32
3.2 Data Collection Technique .............................................
32
ix
CHAPTER
CHAPTER
3.2.1 Observation ........................................................
33
3.2.2 Interview ............................................................
33
3.3 Location of the Research ..............................................
34
3.4 Method for Data Collection ...........................................
34
3.5 Data Analysis Technique ...............................................
34
3.6 Research Framework .....................................................
36
IV RESULT AND DISCUSSION ..............................................
37
4.1 General ............................................................................
37
4.2 Contact Project ...............................................................
38
4.3 Budget of Project ............................................................
39
4.4 Analyse the Remaining Works Items ............................
44
4.5 Analyse of the Remaining Cost .....................................
48
4.5.1 Minimizing Cost of Division (6) ......................
48
4.5.2 Minimizing Cost of Division (8) ......................
49
4.5.3 Minimizing Cost of Division (2) ......................
50
4.6 Rescheduling .................................................................
50
4.6.1 Alternative I .....................................................
52
4.6.2 Alternative II ....................................................
53
4.6.3 Alternative III ...................................................
54
4.6.4 Alternative IV ..................................................
54
4.6.5 Alternative V ....................................................
56
4.7 Discussion .....................................................................
56
CONCLUSION AND RECOMMENDATION .....................
60
5.1 General............................................................................
60
5.2 Contact Project ...............................................................
60
V
APPENDICES
BIBLIOGRAPHY
x
LIST OF TABLES
Table 4.1
List of the budget project
39
Table 4.2
The Remaining of Works preparatory on Month14th
44
Table 4.3
The Total of Remaining Works n Cost After 13 Month
50
Table 4.4
Curve S of Reschedulling
51
.
xi
LIST OF FIGURES
Figure 2.1
Conventional Schedule and CCPM Schedule
With Time Buffers Shown Explicitly
25
Figure 2.2.
The Calculation CPM
31
Figure 2.3.
Example of CPM
31
Figure 3.1.
Research Framework
36
Figure 4.1
Location of Palur Fly-Over, Karanganyar
37
Figure 4.1a
Network CPM Alternative I
52
Figure 4.1b
Network CPM Alternative I, Normal Day for
Rescheduling
52
Figure 4.2
Network CPM Alternative II
53
Figure 4.3
Network CPM Alternative III
54
Figure 4.4
Network CPM Alternative IV
55
Figure 4.5
Network CPM Alternative V
56
xii