47
i RISK ASSESSMENT OF TIME AND COST OVERRUN FACTORS THROUGHOUT CONSTRUCTION PROJECT LIFECYCLE ISMAAINI BINTI ISMAIL A thesis submitted in fulfillment of the requirement for the award of the Degree of Master of Civil Engineering Faculty of Civil and Environmental Engineering Universiti Tun Hussein Onn Malaysia OCTOBER 2014

RISK ASSESSMENT OF TIME AND COST OVERRUN FACTORS

Embed Size (px)

Citation preview

i

RISK ASSESSMENT OF TIME AND COST OVERRUN FACTORS

THROUGHOUT CONSTRUCTION PROJECT LIFECYCLE

ISMAAINI BINTI ISMAIL

A thesis submitted in

fulfillment of the requirement for the award of the

Degree of Master of Civil Engineering

Faculty of Civil and Environmental Engineering

Universiti Tun Hussein Onn Malaysia

OCTOBER 2014

v

ABSTRACT

Construction industry is a very important industry for the economic development of

the country. However, this industry has been facing serious problems i.e. failure to

complete projects within stipulated time and cost. Hence, the aim of this study is to

assess the risk of various factors that cause time and cost overruns throughout the life

cycle of construction projects in Malaysia. A total of 35 factors were identified from

previous studies. The data collections were carried out using structured questionnaire

survey. A pilot study was conducted to determine the level of occurrence and

severity of each factor with respect to various phases of project life cycle. Then, the

actual survey was conducted in two rounds of Delphi. Delphi round 1 was conducted

to assess the probability of occurrence and level of severity of each factor in the life

cycle phases. Based on the survey, construction phase was found as the phase that

had significantly contributed to time and cost overrun compared to other phases.

Then, Delphi round 2 was conducted to seek agreeability from respondents regarding

the results obtained from the Delphi round 1. The result showed that majority of

respondents had agreed with the results from Delphi round 1. This study found that

there were 12 high risk factors on time overrun, namely: poor site management and

supervision, incompetent subcontractors, inadequate planning and scheduling,

frequent design changes, mistakes and errors in design, change in the scope of the

project, delay preparation and approval of drawings, lack of coordination between

parties, slow information flow between parties, lack of communication between

parties, shortages of materials, and late delivery of materials and equipment. While,

there were 9 high risk factors on cost overrun, namely: poor site management and

supervision, incompetent subcontractors, schedule delay, inaccurate time and cost

estimates, mistakes during construction, incomplete design at the time of tender,

poor design and delays in design, contractual claims, such as, extension of time with

cost claims, and poor financial control on site.

vi

ABSTRAK

Industri pembinaan merupakan industri yang sangat penting untuk pembangunan

ekonomi negara. Walau bagaimanapun, industri ini telah menghadapi masalah yang

serius iaitu kegagalan dalam menyiapkan projek dalam masa dan kos yang

ditetapkan. Oleh itu, tujuan kajian ini dijalankan adalah untuk menilai tahap risiko

pelbagai faktor yang menyebabkan lebihan masa dan kos di sepanjang kitaran hayat

projek pembinaan di Malaysia. Sebanyak 35 faktor telah dikenal pasti daripada

kajian-kajian terdahulu. Pengumpulan data dilakukan dengan menggunakan soal

selidik berstruktur. Kajian rintis telah dijalankan untuk menentukan kemungkinan

berlakunya faktor-faktor tersebut dan tahap keterukan setiap faktor dalam setiap fasa

kitaran hayat projek. Kemudian, kajian sebenar dijalankan melalui dua pusingan

Delphi. Delphi pusingan pertama telah dijalankan untuk menilai kemungkinan

berlakunya faktor tersebut dan tahap keterukan setiap faktor yang berlaku dalam fasa

kitaran hayat projek. Berdasarkan soal selidik, fasa pembinaan didapati sebagai fasa

penting yang menyumbang kepada lebihan masa dan kos berbanding fasa lain.

Kemudian, Delphi pusingan kedua telah dijalankan untuk mendapatkan persetujuan

dari responden mengenai keputusan yang diperoleh daripada Delphi pusingan

pertama. Ia dapat disimpulkan bahawa majoriti responden bersetuju dengan hasil

daripada Delphi pusingan pertama. Hasil kajian ini mendapati bahawa terdapat 12

faktor berisiko tinggi dalam menyebabkan lebihan masa iaitu kelemahan pengurusan

dan pengawalan tapak, subkontraktor yang tidak berkelayakan, perancangan dan

penjadualan yang tidak mencukupi, kekerapan perubahan reka bentuk, kesilapan

dalam reka bentuk, perubahan skop projek, kelewatan penyediaan dan pengesahan

lukisan, kekurangan koordinasi antara pihak, aliran maklumat perlahan antara

pihak, kekurangan komunikasi antara pihak, bekalan bahan, kelewatan

penghantaran bahan dan peralatan. Manakala, 9 faktor yang berisiko tinggi yang

menyebabkan lebihan kos terdiri daripada kelemahan pengurusan dan pengawalan

vii

tapak, subkontraktor yang tidak berkelayakan, kelewatan jadual, anggaran masa

dan kos tidak tepat, kesilapan semasa pembinaan, reka bentuk tidak lengkap semasa

tender, tuntutan secara kontrak seperti penambahan masa dengan tuntutan kos, dan

kelemahan kawalan kewangan di tapak.

viii

CONTENTS

TITLE i

DECLARATION ii

DEDICATION iii

ACKNOWLEDGEMENT iv

ABSTRACT v

ABSTRAK vi

CONTENTS viii

LIST OF TABLES xi

LIST OF FIGURES xii

LIST OF APPENDIXS xiii

CHAPTER 1: INTRODUCTION

1.1 Background 1

1.2 Problem Statement 2

1.3 Aim and Objectives 4

1.4 Scope of the Research 4

1.5 Thesis Layout 4

CHAPTER 2: LITERATURE REVIEW

2.1 Construction Industry in Malaysia 6

2.2 Risk in Construction Industry 8

2.2.1 Systematic Approach to Risk Management 8

2.3 Definition of Time and Cost Overrun 10

2.4 Time and Cost Overrun Scenario 12

2.5 Factors Affecting Time and Cost Overruns 14

ix

2.6 Discussion of Factors Causing the Time and Cost

Overrun

21

2.6.1 Contractor's Site Management Related Factor

(CSM)

21

2.6.2 Design and Documentation Related Factors

(DDF)

24

2.6.3 Financial Management Related Factors (FIN) 26

2.6.4 Information and Communication Technology

Related Factors (ICT)

28

2.6.5 Labor Management Related Factors (LAB) 29

2.6.6 Material and Machinery Related Factors

(MMF)

31

2.6.7 Project Management and Contract

Administration Related Factors (PMCA)

32

2.7 Construction Project Life Cycle (CPLC) 34

2.8 Time and Cost Overrun Factors in CPLC 37

2.9 Summary 39

CHAPTER 3: METHODOLOGY

3.1 Introduction 40

3.2 Research Process/Flowchart 40

3.3 Questionnaire Development 42

3.4 Data Collection 44

3.4.1 Pilot Study 44

3.4.2 Actual Survey (Delphi Method) 44

3.4.2.1 Reliability of Delphi Method 48

3.5 Analysis Method 49

3.5.1 Reliability Test 49

3.5.2 Descriptive Analysis 50

3.5.3 Risk Matrix 51

3.6 Summary 53

x

CHAPTER 4: DATA ANALYSIS

4.1 Introduction 54

4.2 Pilot Study Analysis 54

4.2.1 Demography of Respondents 55

4.2.2 Reliability Test of Factors 55

4.2.3 Risk Level of Factors 56

4.3 Analysis of Delphi Round 1 59

4.4 Analysis of Delphi Round 2 71

4.5 Summary 78

CHAPTER 5: DISCUSSION AND CONCLUSION

5.1 Introduction 79

5.2 Objective Achievement 79

5.2.1 Objective 1: Identifying Time and Cost

Overrun Factors along the CPLC

80

5.2.2 Objective 2: Determine the Occurrence of the

Factors along the CPLC

81

5.2.3 Assess the Risk Level of Factors on Time and

Cost Overrun

81

5.3 Limitations 84

5.4 Recommendations 85

REFERENCES 86

APPENDIX 99

VITA 111

LIST OF PUBLICATIONS 112

xi

LIST OF TABLES

2.1 Time and cost overrun scenario 13

2.2 Mapping previous studies (Factors of Time and Cost Overrun) 19

2.3 Comparison of phases in (CPLC) 35

2.4 Phase of occurrence of factors 37

2.5 Frequency of factors occurred in each phases 39

3.1 Scale to assess the degree of probability and severity level 43

3.2 Implementation of the Delphi Method 45

3.3 Comparison between traditional surveys and Delphi surveys 48

3.4 Parameter for degree of agreement 50

3.5 Parameters for assessing level of occurrence and severity 51

3.6 Scale used to identify factor‟s severity and probability of occurrence 52

4.1 Demography of Respondent 55

4.2 Reliability test results 56

4.3 Analysis of factors 57

4.4 Risk classification of factors on time and cost 58

4.5 Risk level of factors in planning phase 63

4.6 Risk level of factors in design phase 64

4.7 Risk level of factors in construction phase 65

4.8 Risk level of factors in finishing phase 67

4.9 Risk level of phases 69

4.10 Agreeability on the risk level of factors in planning phase 71

4.11 Agreeability on the risk level of factors in design phase 72

4.12 Agreeability on the risk level of factors in construction phase 73

4.13 Agreeability on the risk level of factors in finishing phase 75

4.14 Comparison of high risk factors 77

xii

LIST OF FIGURES

2.1 Construction Project Life Cycle (CPLC) 36

3.1 Research methodology flowchart 41

3.2 Process of Delphi Method 46

3.3 Risk Matrix 52

4.1 Type of organization 59

4.2 Respondents‟ Experience 60

4.3 Education Level 60

4.4 Category of organization 61

4.5 Size of project 61

4.6 Type of position 62

4.7 Risk level of time overrun in planning phase 63

4.8 Risk level of cost overrun in planning phase 63

4.9 Risk level of time overrun in design phase 64

4.10 Risk level of cost overrun in design phase 65

4.11 Risk level of time overrun in construction phase 66

4.12 Risk level of cost overrun in construction phase 67

4.13 Risk level of time overrun in finishing phase 68

4.14 Risk level in finishing phase on cost overrun 69

4.15 Risk level for each phase on time overrun 70

4.16 Risk level for each phase on cost overrun 70

5.1 Common factors of time and cost overrun 80

5.2 Significant factors in planning phase 82

5.3 Significant factors in design phase 82

5.4 Significant factors in construction phase 83

5.5 Significant factors in finishing phase 84

xiii

LIST OF APPENDICES

APPENDIX TITLE PAGE

A Questionnaire for Pilot Study 99

B Questionnaire for Delphi Round 1 102

C Questionnaire for Delphi Round 2 105

D Mapping of Previous Studies in Worldwide 108

E Mapping of Previous Studies in Malaysia 109

F Vita 111

G List of Publications 112

CHAPTER 1

INTRODUCTION

1.1 Background

In the construction industry, the aim of project control is to ensure that projects finish

on time, within cost and achieve other project objectives. Unfortunately, time

overrun is a very frequent phenomenon and is associated with nearly all projects in

the construction industry (Le Hoai et al., 2008). Similarly, cost overrun is a major

problem in project development and is a regular feature in construction industry. The

situation of a construction project in which budgetary estimate exceeds estimation,

budget exceeds budgetary estimate, and settlement exceeds budget is a universal

phenomenon (Ali & Kamaruzzaman, 2010). This trend is more severe in developing

countries where time and cost overruns sometimes exceed 100% of the anticipated

cost of the project (Kaming et al., 1997; Abd El–Razek et al., 2008). The projects

that had faced time and cost overruns problem were reported in numerous countries.

According to Moura et al., (2007), time and cost overruns were major

problem in the construction industry of Portugal where the project had experienced

time overrun of around 40% of the contract time. While, average cost overrun was

recorded as 12% of the contract cost. In Nigeria, Omoregie & Radford 2006) found

that average escalation for the time and cost overruns were 188% and 14%

respectively. Similarly in Malaysia, several studies have been carried out to

2

investigate the performance and factors of time and cost overruns in construction

industry. As reported by Sambasivan & Soon (2007), about 17.3% of 417

government contract projects in Malaysia were considered sick and abandoned in the

year 2005. Besides that, a study conducted in Klang Valley found that most of

construction projects were affected by cost overrun due to inaccurate or poor

estimation of original cost (Ali & Kamaruzzaman, 2010). Thus, it is very important

to address the issues of time and cost overruns to ensure the success of construction

projects.

1.2 Problem Statement

A success of any project can be assessed based on the performance of cost, time,

quality and safety of the project (Atkinson, 1999; Memon et al., 2013). A project

can be classified as successful if it is completed within the stipulated time and cost

(Ejaz, Ali, & Tahir, 2013). Besides that, the success of a project is also assessed on

the ability in achieving the objectives of the project. However, it is rare for a

construction project be completed within contractual time and cost where commonly

a huge amount of time and cost overruns occur.

Time and cost overruns are critical issues frequently faced by the

construction project worldwide (Le-Hoai et al., 2008; Murray & Seif, 2013; Sweis et

al., 2013). This problem is considered as the recurring problem in construction

project and gives negative impact to the projects (Sweis, 2013). Similarly, it is also a

severe problem in Malaysian construction industry as reported by (Endut et al., 2009;

Rahman et al., 2012). A study on 308 public and 51 private sectors construction

projects found that only 20.5% of the public sector projects were completed within

stipulated time and 46.8% of projects completed within the budget. On the other

hand, only 33.35% and 37.2% of private sector projects were completed within the

estimated time and cost respectively (Endut et al., 2009). Another study on MARA

construction projects also found that 90% of the projects have experienced delay

(Abdullah et al., 2011). More recently, the problem of time and cost overruns issue

also happened in the construction of Kuala Lumpur International Airport 2 (known

as KLIA2). The targeted opening was in September 2011 but was postponed until

3

May 2014. Its initial budget of RM1.6 billion has since ballooned to RM4 billion.

These time and cost overruns were caused by various factors. For example: time and

cost overruns in KLIA2 project occurred due to “frequent design change in

construction” (Nie, 2014).

These problems were caused by various factors that had affected the progress

of works from beginning until the final stage of construction. Therefore, many

studies have been conducted to identify the factors that cause time and cost overruns

in Malaysian construction projects. Potty et al., (2011) conducted a case study to

identify the risk of time and cost overrun factors for multiple Design and Build

(D&B) projects in Malaysia. They pointed out that the major factors that led to time

and cost overruns were; shortage and lack in quality materials and appropriate

equipment in the local market, no material delivery schedule prepared by the

contractor, delay in materials, drawing and proposal approvals by consultant and

bad weather conditions. While, Rahman et al., (2013) studied on factors that had

caused cost overrun in large construction projects and found three significant factors

of cost overrun were fluctuation of prices of material, cash flow and financial

difficulties faced by contractors and poor site management and supervision. Karim et

al., (2012) focused on investigating risk factors from the perspectives of the

contractors that involved in construction projects within Batu Pahat and Muar

districts. Results found that the three most important risk factors in construction

project were shortage of material, late deliveries of material, and shortage of

equipment. A study conducted by Alaghbari et al., (2007) identified the most

important factors that had caused the delay in construction projects in Malaysia were

financial problems and coordination problems. Memon et al., (2010) studied the

causes affecting the construction cost in Majlis Amanah Rakyat (MARA) large

projects. It showed that cash flow and financial difficulties faced by contractors,

contractor's poor site management and supervision, inadequate contractor

experience, shortage of site workers, incorrect planning and scheduling by

contractors were the most severe factors.

The previous studies had only focused on identifying time and cost overrun

factors. There was a lack of investigation on the risk factors and their relative

occurrence throughout the construction project life cycle (CPLC). It is necessary to

consider CPLC in this study since the completion of projects involves a few phases

such as planning, design, construction and finishing. Since each phase has different

4

activities, it also has its own risk which is caused by parties that involve in each

phase. Hence, it is very important to recognize the risk factors of time and cost

overruns in each phase. This will be very helpful in considering the appropriate

actions to overcome these problems.

1.3 Aim and Objectives

The aim of this study is to assess the risk of various factors that cause time and cost

overruns throughout the life cycle of construction projects in Malaysia. In order to

achieve this aim, the following objectives are set as follow:

i. Identifying time and cost overrun factors throughout the project life cycle.

ii. Determining the occurrence of the factors throughout the project life cycle.

iii. Assessing the risk level of the factors of time and cost overruns.

1.4 Scope of the Research

This study involves quantitative approach using structured questionnaire survey in

identifying and assessing the risk level of the factors that cause time and cost

overruns in construction. However, the scope of this research is limited to the

construction companies located in the peninsular Malaysia. Targeted respondents for

data collection are clients, consultants and contractors who are registered with the

CIDB under Grade 5 until Grade 7.

1.5 Thesis Layout

This study focuses on assessing the risk of the various factors of time and cost

overruns. The thesis for this study has been structured into five chapters as follows:

5

i. Chapter 1 presents the background of the research issues to provide a broader

understanding of the issues and justifying the relevance of the research issues.

Following which, the aim and objectives of the research are proposed. The

scope of the research then was narrowed to the areas of study.

ii. Chapter 2 describes the scenario of construction projects in Malaysia, the risk

management, concept of time and cost overrun, discussion of time and cost

overrun factors, and lastly, this chapter reviews the CPLC phases. All these

information are gathered to provide an understanding on the time and cost

overrun issues in the context of construction projects.

iii. Chapter 3 presents the research process to achieve its objectives, to select the

appropriate method of data collection and data analysis, and to explain the

reason for the selection and how it relates to the research objectives.

iv. Chapter 4 discusses the data collection, analyzes and discusses the results of

the survey to determine whether the research objectives are valid by

reflecting the responses from the industry.

v. Chapter 5 concludes the results of this research by reflecting upon the

limitation and weaknesses of the research and also by providing the

suggestion for further research.

CHAPTER 2

LITERATURE REVIEW

2.1 Construction Industry in Malaysia

In Malaysia, construction industry has been developed since the independence, and it

was considered as a major productive sector in Malaysia (Ibrahim et al., 2010). This

industry is made up of many components including thousands of contractors,

workers, developers, client organizations (government and private), management,

engineering, architectural, and surveying consultants, manufacturers, material

suppliers, plant hirers.

The Malaysian construction industry is divided into two areas that comprise

general construction and special trade works. For general construction, it involves the

residential construction, non-residential construction and civil engineering

construction. Meanwhile, for special trade works, it consists of several activities like

metal works, electrical works, plumbing, sewerage and sanitary work, refrigeration

and air-conditioning work, painting work, carpentry, tiling and flooring work, and

glass work (Ibrahim et al., 2010).

The construction industry is a very important part of Malaysian economy and

the performance of country's economy has increased almost every year. The 10th

Malaysia Plan, which covers the period from 2011 to 2015, will potentially have high

impacts on the Malaysian construction sector where it is expected that the

7

Construction Sector will grow at 3.7% per annum as compared to 6% per annum

GDP growth for the country. Under the 10th Malaysian Plan, RM230 billion

development funds and RM20 billion facilitation funds have been allocated. Both of

these allocations aim to create a strong demand for the construction industry, in

which 60% (RM138 billion) of the fund involve physical development. The RM20

billion facilitation fund aims to attract private sectors investment in the industry. As

an initiative to strengthen the private sector investment in the industry, 52 projects in

the 10th Malaysia Plan that worth RM63 billion are identified to be implemented

under Public-Private Partnership (PPP) initiatives. Among the projects are 7 tolled

highway at an estimated value of RM19 billion, 2 coal electricity generation plant

(RM7 billion), Malaysian Rubber Board‟s Land Development (RM10 billion),

Petronas LNG Melaka plant (RM3 billion), and 2 Aluminium Smelters in Sarawak

(RM18 billion).

In the 10th Malaysia Plan, Dato‟ Shaziman Abu Mansor, Minister of Works

Malaysia stated that the construction sector has a remarkable impact on the GDP of

many countries including Malaysia. Construction Sector registered a strong growth

of 5.8% in 2009, and subsequently 8.7% for the first quarter of 2010 as against the

overall GDP growth of 10.1% during the first quarter of 2010.

It can be concluded that construction industry is a major industry that

generates country‟s economic growth and development in providing public amenities

which then help the people and increase their productivity which subsequently

generates country‟s GDP.

However, construction industry in Malaysia is facing chronic problems

including poor performance of time and cost, construction waste, poor productivity

and over dependent on foreign workers. Of these challenges, poor time and cost

performance are considered as critical issues (Rahman et al., 2012).

In the past, some significant delay cases were reported by (Riazi et al., 2011).

For example, the Malaysia External Trade Development Corporation (MATRADE)

project faced 9 years of time overrun and a 70% cost overrun due to inferior

construction and abandonment of the project by the first contractor, resulting in the

appointment of another contractor. Similarly, the construction of Pandan hospital

was planned to complete within 2 years but it faced 4-year delay due to many

extensions of time. While, the second Penang Bridge, which was built with the cost

of RM4.5 billion, was initially scheduled to be completed in September but was

8

delayed to November 2013 after the ramp collapsed in June. Shah Alam Hospital

also faced the same problem where the development had started on Nov 15, 2007,

and was scheduled for completion on June 25, 2011. However, it had stalled twice

due to problems with the contractors involved. These cases have caused the

Malaysian construction industry to be inefficient and associated with low quality and

productivity, leading to a comprehensively negative image and economic volatility

(CIDB, 2004). Thus, it is very important to identify the causative factors of time and

cost overrun in order to achieve a completion of project within the stipulated time

and cost.

2.2 Risks in Construction Industry

A risk within the construction industry is generally perceived as an occurrence that

impacts the major objectives of projects, namely cost, time and quality (Dai et al.

2009). The risks may be derived from two sources. The first consists of the

environmental impacts, which are called external risks. The second consists of the

uncertainties that exist in the project itself, which are called internal risks (He Zhi,

1995).

Compared with many other industries, the construction industry is subject to

more risks due to the unique features of construction activities, such as long period,

complicated processes, abominable environment, financial intensity and dynamic

organization structures (Flanagan & Norman, 1993; Akintoye & MacLeod, 1997).

Hence, taking effective risk management techniques to manage risks associated with

various construction activities has never been more important for the successful

delivery of a project.

2.2.1 Systematic Approach to Risk Management

Risk management has become a main part of an organization‟s activities and its main

aim is to help all other management activities to achieve the organization's aims

9

directly and efficiently. Risk management is a continuous process that depends

directly on the changes in the internal and external environment of the organization.

In reality, the changes in the environment require continuous attention for

identification and control of risks (Tchankova, 2002).

Risk management may be described as “a systematic way of looking at areas

of risk and consciously determines how each area should be treated. It is a

management tool that aims at identifying sources of risk and uncertainty,

determining their impact, and developing appropriate management responses” (Uher,

2003). The objective of project risk management is to identify and manage risks for

successful completion of the project. Project risk management is the systematic and

iterative process of identifying, analyzing, and responding to project risks. It includes

maximizing the probability and consequences of positive events and minimizing the

probability and consequences of adverse effects to project objectives (Kasap, 2007).

Different researchers have proposed different ways to implement risk

management. There are studies that advocated the necessity of passing through three-

stage (Zou et al., 2007), four-stage (He Zhi, 1995; Fayda et al., 2003) and six-stage

(Ogunsanmi et al., 2011) process to implement risk management effectively. Taking

into account the simplicity and practicability of dealing with fewer stages for

practitioners in the industry, this study considers implementing risk management in

three consecutive stages as a widely acknowledged approach within the literature

(Wang et al. 2004; Othman, 2008; Perera et al. 2014). Risk identification and risk

analysis specify and predict the likelihood and the adverse impacts of risks, whereas

risk response concerns the measures taken by project management to reduce the

probability and effects of risks.

i. Risk identification

Risk identification is the first step of risk management process, in which

potential risks associated with a construction project are identified (Zou et al.,

2007). It is of considerable importance since the process of risk analysis may

only be performed on identified potential risks (Wang et al., 2004). In this

study, risk identification was accomplished through literature review and

pilot study. A total of 69 common factors that contribute to time and cost

overruns were identified from 80 journals worldwide. From that, 35 factors

have been identified as the causes that lead to time and cost overruns on

10

construction projects in Malaysia. These factors have been confirmed by

expert panels during the pilot study. Therefore, the 35 risk factors were used

for data collection in this study. In the first round Delphi, expert panels were

asked to identify and determine the phase of the listed factors.

ii. Risk analysis

The identified risks are analyzed to determine their severities and then to

assign priorities to them (Fayda et al., 2003). Risk analysis is used to evaluate

risks, and to ascertain the importance of each risk to the project, based on an

assessment of the probability of occurrence (Likelihood) and the possible

consequence (Severity) of its occurrence (Othman, 2008). In this study, the

factors of time and cost overrun were analyzed using the average index and

risk matrix. Based on the results, the risk factors were categorized into three

zones: high risk, medium risk and low risk.

Thus, it can be concluded that risk assessment which involves risk

identification and risk analysis is a systematic process of evaluating the potential of

risks factors that may involve in a project activity.

2.3 Definition of Time and Cost Overrun

Time and cost overrun are common phenomena in projects worldwide (Le-Hoai et

al., 2008; Murray & Seif, 2013; Sweis, 2013). Based on previous studies, time and

cost overruns have been defined in different ways. Time overrun is described as the

additional times that a project takes to be completed compared to the original due

date that has been set ahead of construction. The delay could be compensated or

otherwise (Sorooshian, 2014). In the study by Pai & Bharath (2013), delay is defined

as a slowing down of work without stopping it entirely. Delay will result in

disruption of work, low productivity, delayed projects, cost increase, third parties‟

claims, and contract termination. It also refers to the long construction period due to

the problems that occurred during the implementation of the project (Kikwasi, 2012).

Lo, Fung & Tung (2006) and Assaf & Al-Hejji (2006) mentioned that delay as a time

11

overrun either beyond the contract date or beyond the date that the parties have

agreed upon for the delivery of the project. It is a project that is not consistent with

the plan and is considered as a common problem that occurs in a construction

project. According to (Hasan, Suliman, & Malki, 2014), time overrun can be defined

as postponing the project completion time due to predicted and unpredicted causes.

Completion time is very essential in construction because “Time is Money”.

There are two types of delay: non-excusable delays and excusable delays

(Tumi, Omran & Pakir, 2009; Hamzah et al., 2011; Ibironke et al., 2013). A non-

excusable delay is delay caused by the contractor or its suppliers, through no fault by

the owner. For example: difficulties in financing project by contractor, poor site

management and supervision by contractor, poor communication and coordination

by contractor with other parties, and inadequate planning and scheduling (Hamzah

et al., 2011). The contractor is generally not entitled to relief and must either make

up the lost time through acceleration or compensate the owner. Therefore, non-

excusable delays usually result in no additional money and no additional time being

granted to the contractor. While, excusable delays are divided into two: compensable

and non-compensable delays. Compensable delays are caused by the owner or the

owner's agents. For example: slowness in decision making process, change orders by

owner during construction, late in revising and approving design documents by

owner, financial problems (delayed payments, financial difficulties, and economic

problems). While non-compensable delays are caused by third parties or incidents

beyond the control of both the owner and the contractor. These delays are commonly

called “acts of God” because they are not the responsibility or fault of any particular

party (Alaghbari 2007; Tumi et al., 2009). For example: flood, wind damage,

transportation delays, contract modifications, and labor dispute and strike.

Thus, time overrun in this study takes into consideration these two types of

delays because the identified factors involve in non-excusable delays and excusable

delays. The factors that contribute to the non-excusable delay are: poor site

management and supervision, incompetent subcontractors, schedule delay,

inadequate planning and scheduling, lack of experience, mistakes during

construction, inadequate monitoring and control, cash flow and financial difficulties

faced by contractors, poor financial control on site, delay payment to supplier

/subcontractor, labour productivity, shortage of site workers, shortage of technical

personnel (skilled labour), high cost of labour, labour absenteeism, fluctuation of

12

prices of materials, shortages of materials, late delivery of materials and equipment,

and equipment availability and failure. While the factors that contribute to the

excusable delay are: inaccurate time and cost estimates, frequent design changes,

mistakes and errors in design, incomplete design at the time of tender, poor design

and delays in design, delay preparation and approval of drawings, financial

difficulties of owner, delay in progress payment by owner, contractual claims such as

extension of time with cost claims, poor project management, change in the scope of

the project, delays in decisions making, inaccurate quantity take-off, lack of

coordination between parties, slow information flow between parties, and lack of

communication between parties.

Cost is one of the key drivers for construction projects and overrun in cost is

a major concern within this industry (Sweis et al., 2013). Cost overrun is also a

frequent phenomenon and this problem is quite prominent with all projects of

construction industry in Pakistan (Azhar et al., 2008). In the study by Danso &

Antwi (2012) and Park & Papadopoulou (2012), cost overrun is defined as the

difference between the actual cost at completion and the contract amount agreed

between client and contractor. In another study, cost overrun refers to as a budget

increase, cost increase, or cost growth (Love et al., 2013). While, Ali &

Kamaruzzaman (2010) mentioned that the cost overrun in construction projects can

be categorized in four situations in which budgetary estimate exceeds estimation,

budget exceeds budgetary estimate, and settlement exceeds budget, and it is a

universal phenomenon.

Therefore, the key definitions of time and cost overrun in this study are:

Time overrun: Late completion of activities to the planned schedule due to

excusable and non-excusable delay.

Cost overrun: The increase in project cost exceeds the original estimation.

2.4 Time and Cost Overrun Scenario

In construction, time and cost are the most important parameters used to measure the

performance and success of the projects. It is considered throughout the project

lifecycle. However, most projects do not complete within the prescribed time and

13

budgeted cost. It was considered as time and cost overrun (Azhar et al., 2008;

González et al., 2013). A detailed empirical analysis of time and cost overrun

performance for various types of projects from various countries is summarized in

Table 2.1.

Table 2.1: Time and cost overrun scenario

Country Type of Project Time & Cost Overrun References

Hong Kong Civil engineering

projects

85% of the projects faced time

overrun

(Yogeswaranet et al.,

1998)

Jordan Public projects 81.5% of projects were delayed (Al-Momani, 2000)

Australia Construction

projects

The mean of time overrun was

20.7%.

The mean of cost overrun was

12.6%.

(Love et al., 2005)

Saudi Arabia Large construction

projects

70% of projects experienced time

overrun.

(Assaf & Al-Hejji,

2006)

Nigeria Infrastructure

Projects

The percentage of project delay was

188%.

The average percentage of over

budget was 14%.

(Omoregie &

Radford, 2006)

Portugal Construction

projects

The average of time overrun was

201 days (40%) from expected time.

The average of cost overrun was

€2.054.280 (12%) of the initial

average cost.

(Moura et al., 2007)

Malaysia Construction

projects

17.3% of 417 government contract

projects were considered sick

More than 3 months of delay or

abandoned

(Sambasivan & Soon,

2007)

Bosnia and

Herzegovina

Building

construction

structure

Average of time overrun was

11.55%.

Average of cost overrun was 6.84%.

(Žujo et al., 2010)

India Highway

construction project

90% of projects exceeded the

planned construction duration.

57% of projects exceeded the

estimated cost.

(Bhargava et al.,

2010)

Nigeria Civil engineering

project

46.1% of projects were delayed ,

and 53.2% abandoned

(Amu & Adesanya,

2011)

Malaysia Construction

projects

More than 90% of large MARA

construction projects experienced

delay

(Abdullah et al.,

2011)

United

Kingdom

Building projects

(housing, schools,

offices, hospitals

and super- markets)

35.6% of projects were delayed and

the extent of time delays ranged

from 1-12 month.

25.2% of projects were overspent

and the extent of cost overruns

ranged from 0.03 million to 14

million pounds.

(Meng, 2012)

Ghana Telecom tower

construction projects

35% - 55% of the projects executed

experienced 82% time overruns

(Danso & Antwi,

2012)

Australia Construction

projects (banks,

hospitals and hotels)

For construction projects the

maximum cost overrun was 244%

For the civil engineering projects

(Love et al., 2013)

14

and engineering

projects (tunnel,

road and sewer

treatment plants)

the maximum cost overrun was

109%

Thus, from Table 2.1 it can be concluded that time and cost are the two

common concerns in construction project, and this was reported by many researchers

in different countries, types of project, locations, sizes, and scopes. This conclusion

is in agreement with Le-Hoai et al., (2008) that studied to find the causes of delay

and cost overruns during the construction phase of projects in Vietnam. It has been

proven that the total time and cost overruns faced by each project mostly exceed 50%

as shown in table above. This problem is more critical in Nigeria, India, Australia

and Malaysia as reported by researchers. It was revealed that projects in these

countries had experienced almost or exceeds 100% of time and cost overrun.

2.5 Factors Affecting Time and Cost Overruns

The problems of time and cost overrun occur due to various risk factors such as

accidents, price fluctuation, inadequate materials and unfavorable weather condition

as cited by (Zaini et al. 2010). Thus, the process of identification of major factors

that cause time and cost overrun in construction projects is discussed as below:

i. In order to identify the major factors that cause time and cost overrun in

construction projects, 80 journals were reviewed. From different countries, a

total of 69 time and cost overrun factors were identified as shown in

Appendix D.

ii. Based on frequency (min 1), 35 of the 69 significant factors that cause time

and cost overrun were identified. These factors were summarized as shown in

Appendix E.

iii. These factors were grouped into seven main categories namely: Contractor‟s

Site Management Related Factors (CSM), Design and Documentation

Related Factors (DDF), Financial Management Related Factors (FIN),

Information and Communication Technology Related Factors (ICT), Labour

Management Related Factors (LAB), Material and Machinery Related

15

Factors (MMF), Project Management and Contract Administration Related

Factors (PMCA).

iv. These 35 factors were applied in a pilot study to get the confirmation from

the expert panel regarding the suitability of these factors in Malaysian

construction projects.

In recent years, there have been numerous studies on the identification of

influencing factors of project‟s time and cost overruns worldwide (Olawale & Sun,

2010). It is summarized as below:

Malaysia: Sambasivan & Soon (2007) investigated the time overrun factors and their

impact on project completion in Malaysian construction industry. The finding of this

study indicated that the ten most important causes were contractor’s improper

planning, contractor’s poor site management, inadequate contractor experience,

inadequate client’s finance and payments for completed work, problems with

subcontractors, shortage in material, labour supply, equipment availability and

failure, lack of communication between parties, and mistakes during the construction

stage. While, Abdullah et al., (2011) studied the causes and effects of delay in large

MARA construction project based on the perception of Project Management

Consultants (PMC) in Malaysia. The study found that the 5 most significant causes

of construction delay were cash flow and financial difficulties faced by contractors,

contractor’s poor site management, inadequate contractor experience, shortage of

site workers, and ineffective planning and scheduling by contractors. Besides that,

Rahman et al., (2013) identified 20 resource factors in construction industry in

Malaysia that caused cost overrun and they also assessed the relationship between

these factors. The results showed that the 3 most significant factors were fluctuation

of prices of materials, cash flow and financial difficulties faced by contractors and

shortages of materials.

Pakistan: Azhar et al., (2008) investigated the main factor that caused cost overrun

in Pakistan construction sector and the results indicated that the top ten cost overrun

factors were fluctuation in prices of raw materials, unstable cost of manufactured

materials, high cost of machineries, lowest bidding procurement procedures, poor

project (site) management/ poor cost control, delays between design and

16

procurement phases, incorrect/ inappropriate methods of cost estimation, additional

work, improper planning, and unsupportive government policies .While, Nawaz et

al., (2013) studied the cost overrun causes which affect the cost performance in

construction projects of Pakistan. The result showed the top ten significant causes

were corruption and bribery, political interests, poor site management, delay in site

mobilization, rigid attitude by consultants, extra work without approvals, frequent

changes during execution, gold platting, safety and health and limited access to job

sites.

Egypt: Aziz (2013) conducted questionnaire survey to identify the factors perceived

to cause a delay in the Egyptian construction project. A total of 99 factors that caused

time overrun were identified and these factors were categorized into 9 major groups.

As a result, the most 3 significant factors for each group was found. They were: (1)

Contractor category : ineffective project planning and scheduling, poor site

management and supervision, poor financial control on site, (2) Equipment

category: shortage of equipment, frequent equipment breakdowns, equipment

allocation problem, (3) Owner category: delay in progress payments, selecting

inappropriate contractors, inadequate planning, (4) Project category: complexity of

project, legal disputes between project participants, ineffective delay penalties, (5)

Design category: design changes by owner, misunderstanding of owner’s

requirements by design engineer, design errors and omissions made by designers, (6)

Consultant category: delay in approving major changes in scope of work by

consultant, lack of consultant experience in construction projects, poor

communication and coordination between owner and contractor, (7) External

category: different tactics patterns for bribes, sudden failures actions, global

financial crisis, (8) Material category: shortage of construction materials, late

delivery of materials, delay in manufacturing materials, (9) Labour category:

unqualified/inadequate experienced labour, shortage of labour, and low productivity

of labour. While, Marzouk & El-Rasas (2013) outlined the top ten causes of delay in

Egyptian construction projects. It comprised finance and payments of completed

work by owner, variation orders/changes of scope by owner during construction,

effects of subsurface conditions, low productivity level of labour, ineffective planning

and scheduling of project, difficulties in financing project by contractor, type of

17

project bidding and award, shortage of construction materials in market, late in

revising and approving design documents by owner, and unqualified workforce.

India: Pai & Bharath (2013) studied the causes of delay in Indian infrastructure

projects. This study found 73 causes and has classified them into nine groups. Three

critical causes of delay were identified for each group which were (1) Project group:

original contract duration is too short, legal dispute between various parties, and

type of construction contract, (2) Owner group: delay in progress payment by owner,

late revision and approval by owner, and delay in giving site to contractor, (3)

Contractor group: ineffective planning and scheduling, difficulty in financing by

contractor, and delay in subcontractor work, (4) Consultant group: late revision and

approval by consultant, poor communication, and inflexibility of consultant, (5)

Design group: mistakes and discrepancies in design document, unclear and

inadequate details in drawings, and complexity of the project design, (6) Material

group: delay in material delivery, shortage of material in market, and changes in

material type and specification, (7) Equipment group: equipment breakdown,

shortage of equipment on site, and low level skill of operator, (8) Labour group:

Shortage of labour, unqualified work force, and low productivity, (9) External group:

effects of subsurface condition, delay in getting permit from municipality, and rain

effect on site.

Nigeria: Ameh, Soyingbe, & Odusami (2010) investigated the significant factors

that caused cost overruns in the development of telecommunication projects in

Nigeria. This study involved 53 telecommunication projects scattered over the six

geopolitical zones. The result indicated that the three major causes of cost overruns

were lack of experience of contractors on telecommunication projects, high cost of

imported materials, and fluctuation in the prices of materials. While, Amu &

Adesanya (2011) studied the factors that contributed to time overrun in Nigerian

construction project. The result showed that funding and payment, contractor and

client factors were the major factors that contributed to the delay of projects.

Turkey: Gündüz et al., (2013) conducted a survey on Turkey construction projects

to identify the delay factors. 83 delay factors were identified and categorized into 9

major categories. Results of their study indicated that the most significant factors

18

were inadequate contractor experience, ineffective project planning and scheduling,

poor site management and supervision, design change by owner, late delivery of

materials, unreliable subcontractors, delay in performing inspection and testing,

unqualified workers, change orders, delay in site delivery, delay in approving design

documents, delay in progress payments, slowness in decision making, poor

communication and coordination with other parties, and unexpected surface and

subsurface conditions.

Ghana: Fugar & Agyakwah-Baah (2010) conducted a study to investigate the causes

of delay in building construction projects in Ghana through interviews and

questionnaires survey. A total of 32 causes of delay were analyzed and the top ten

influencing factors in causing delay were delay in honoring certificates,

underestimation of the costs of projects, underestimation of the complexity of

projects, difficulty in accessing bank credit, poor supervision, underestimation of

time for completion of projects by contractors, shortage of materials, poor

professional management, fluctuation of prices, and poor site management.

Bahrain: Hasan et al., (2014) identified the delays in road projects in Bahrain. A

total of 47 causes were identified and the result indicated that main causes of delay

related to contractors, owners and consultants were improper planning and

scheduling, delay in decision making, and lack of experience respectively. While,

time and cost overruns were found as the most frequent effects of delay.

Therefore, the similarities and differences of time and cost overrun factors in

Malaysian construction projects to other mentioned countries are shown in Table 2.2.

19

Table 2.2: Mapping Previous Studies (Causative Factors of Time and Cost Overrun)

No Category Causes of Time and Cost Overrun

Od

eh a

nd

Ba

tta

ineh

(2

00

2)

Al-

Ta

bta

ba

i (2

00

2)

Lo

ng

et

al.

, (2

00

4)

Aib

inu

an

d O

dey

ink

a (

20

06

)

Sa

mb

asi

va

n&

So

on

(2

00

7)

Ma

jid

(2

00

6)

Le-H

oa

i et

al.

, (2

008

)

El-

Ra

zek

et

al.

, (

200

8)

Sw

eis

et a

l.,

(20

08)

Azh

ar

et a

l.,

(20

08

)

En

sha

ssi

et a

l.,

(20

09

)

Al-

Kh

ara

shi

et a

l.,

(200

9)

Tu

mi

et a

l.,

(200

9)

Fu

ga

r et

al.

, (2

01

0)

Mem

on

et

al.

, (2

01

0)

Ab

du

lla

h e

t a

l.,

(201

0)

Da

nso

&A

ntw

i (2

01

2)

Ak

insi

ku

&A

kin

suli

re (

20

12

)

Pa

i&B

ha

rath

(2

01

3)

Ma

rzo

uk

& E

l-R

asa

s (2

01

3)

nd

üz

et a

l.,

(20

13

)

Mu

rra

y &

Sei

f (2

01

3)

Ra

hm

an

et

al.

, (2

013

)

So

roo

shia

n (

20

14)

Mem

on

et

al.

, (2

01

4)

Ha

san

et

al.

, (2

01

4)

Country

Jo

rda

n

Ku

wa

it

Vie

tna

m

Nig

eria

Ma

lay

sia

Ind

on

esi

a

Vie

tna

m

Eg

yp

t

Jo

rda

n

Pa

kis

tan

Pa

lest

ine

Sa

ud

i A

rab

ia

Lib

ya

Gh

an

a

Ma

lay

sia

Ma

lay

sia

Gh

an

a

Nig

eria

Ind

ia

Eg

yp

t

Tu

rkey

Nig

eria

Ma

lay

sia

Ma

lay

sia

Ma

lay

sia

Ba

hra

in

1

CSM

Inadequate planning and scheduling / / / / / / / / / / / / / / / / / / / / / / /

2 Poor site management and supervision / / / / / / / / / / / / / / / / / / / /

3 Lack of experience / / / / / / / / / / / / / / /

4 Incompetent subcontractors / / / / / / / / / / / / /

5 Inaccurate Time and Cost estimates / / / / / / / /

6 Mistakes during construction / / / / / / /

7 Inadequate monitoring and control / / / / /

8 Schedule Delay / / /

9

DDF

Frequent design changes / / / / / / / / / / / / / / / /

10 Delay Preparation and approval of drawings / / / / / / / / / /

11 Mistakes and Errors in design / / / / / /

12 Poor design and delays in Design / / / / / /

13 Incomplete design at the time of tender / / / /

20

Table 2.2: (Continued)

14

FIN

Cash flow and financial difficulties faced by

contractors / / / / / / / / / / / / / / / /

15 Delay in progress payment by owner / / / / / / / / / / /

16 Financial difficulties of owner / / / / / / /

17 Delay payment to supplier /subcontractor / / / /

18 Poor financial control on site / /

19 Contractual claims, such as, extension of time with

cost claims / /

20

ICT

Lack of communication between parties / / / / / / / / / / / / / / / / /

21 Lack of coordination between parties / / / / / / / / /

22 Slow information flow between parties / / / / / /

23

LAB

Shortage of site workers / / / / / / / / / / / / / / / / /

24 labour productivity / / / / / / / / / /

25 Shortage of technical personnel (skilled labour) / / / / /

26 Labour Absenteeism / /

27 High cost of labour / /

28

MMF

Shortages of materials / / / / / / / / / / / / / / / / / / / /

29 Fluctuation of prices of materials / / / / / / / / / / / / / /

30 Late delivery of materials and equipment / / / / / / / / / / /

31 Equipment availability and failure / / / / / / / / / / /

32

PMCA

Delays in decisions making / / / / / / / / / / / / / / / / / / / /

33 Change in the scope of the project / / / / / / / / / / / / / / / / / / /

34 Poor project management / / / / / /

35 Inaccurate quantity take-off / /

21

2.6 Discussion of Factors Causing the Time and Cost Overrun

A total of 35 factors that caused construction time and cost overrun were identified

and grouped into seven main categories as discussed below. The categories were

adapted from Rahman et al., (2013).

2.6.1 Category 1: Contractor's Site Management Related Factor (CSM)

Contractor's Site Management Related Factor concerns problems or adverse factors

caused by contractors. They include poor site management and supervision,

incompetent subcontractors, schedule delay, inadequate planning and scheduling,

lack of experience, inaccurate time and cost estimates, mistakes during construction,

and inadequate monitoring and control. Usually, the factors in this category occur in

a construction phase which is under contractor's responsibility as discussed below:

i. Poor site management and supervision

Poor site management and supervision represent the weakness of contractors

in managing and controlling the site which affects the time and cost in

construction projects. This is due to lack of professional construction

managers and lack of knowledge regarding site management (Odeh &

Battaineh, 2002). This problem will cause negative impact on progress work

that will lead to reworks, change of project scope, poor quality, and frequent

change orders by contractors (Murray & Seif, 2013; Nawaz et al., 2013;

Sambasivan & Soon, 2007). Thus, the impact from this factor will cause

overrun in time and cost of project. It was supported by Le-Hoai et al., (2008)

who found that poor site management and supervision were the major

problems in Vietnam construction projects. Furthermore, in Malaysia,

Sambasivan & Soon (2007) revealed that these factors were the most

significant causes of construction delays. While, Ali & Kamaruzzaman(2010)

reported that this factor was one of the factors that contributed to cost overrun

in construction projects of Klang Valley.

22

ii. Incompetent subcontractors

Factor of incompetent subcontractor is related to the inadequate experience or

capability of subcontractor in handling their works which leads to high risk of

delays (Aziz, 2013; Sambasivan & Soon, 2007).

iii. Schedule delay

To ensure the success of projects, one of the major considerations is to

complete the project within the stipulated time. Unfortunately, schedule delay

is a common thing in construction project which leads to time overrun and

increase in cost of project (Luu et al., 2009). This problem happens due to

fluctuations in the availability of construction materials, very long average

waiting times and uncertainties about deliveries of ordered materials,

shortages of funds to procure materials, and inadequacy in terms of

transportation (Omoregie & Radford, 2006).

iv. Inadequate planning and scheduling

Planning and scheduling should be managed properly in the earlier part of the

construction stage because it involves many works, starting from planning

stage until the project complete. Without the proper planning and scheduling,

it will cause delay at various stages (Murray & Seif, 2013). Usually, this

factor is related to not having the right materials, the right tools, the right

information, the right training, and the right people, all at the right place at

the right time (Azhar et al., 2008). Due to this factor, project outcomes are

likely to be low and an increase in project time and cost overrun will also

occur (Long et al., 2004). In a study conducted by Abdullah et al., (2009),

project management consultant (PMC) revealed that inadequate planning and

scheduling by contractors was the significant cause of delay. The contractors

were blamed for not being able to manage the works according to the planned

schedule.

v. Lack of experience

Clients and consultants blame the factor of lack of contractor's experience on

site as one of the causes of delay in construction projects. However,

contractors asserted that it happened due to the consultants‟

23

(architects/engineers) lack of design experience in the early stage of

construction (Chan & Kumaraswamy, 1997). Besides that, Odeh & Battaineh

(2002) indicated that lack of experience describes the inability of contractors

to plan. When the contractors are incapable of planning and managing their

projects smoothly, it can lead to negative impacts on their projects, such as

failure to complete the projects on time. This problem will be more severe

when the contractors employ young employees and inexperienced

management team in order for them to get high profit for their projects.

Unfortunately, they cannot handle the project due to lack of experience

related to the work (Abdullah et al., 2009; Memon et al., 2010). Indirectly,

this factor can cause delay or waste of material and also has an effect on the

cost of the project (Memon et al., 2011). For cost overrun problem, it can be

observed in the aspect of financial management where most of the contractors

did not have the experience to distribute the costs, and this caused the

projects to be unable to be planned well (Ali & Kamaruzzaman, 2010).

vi. Inaccurate time and cost estimates

Usually, time and cost estimation are prepared by many parties, but the

contractors are often blamed since they are the main party in producing the

estimations. However, this happens due to the designs, which are prepared by

the owners or consultants, that are not clear and do not consist enough

information of the project. Thus, all parties are responsible for this problem

(Long et al., 2004). This problem should be avoided because inaccurate time

and cost estimates are the main factors that contribute to cost overrun of a

project (Ali & Kamaruzzaman, 2010).

vii. Mistakes during construction

Mistakes during construction involve several aspects such as labours,

equipment, and also communications. Mistakes caused by labour occur when

the labours are careless in their works and do not follow the proper

procedures that could result in accidents. While mistakes caused by

equipment occur due to the lack of maintenance which leads to inefficiency

of equipment. Besides that, miscommunication between the parties will also

cause mistakes during the implementation of works. Thus, the right

24

information from professional managements will avoid the mistakes during

construction (Murray & Seif, 2013; Sambasivan & Soon, 2007). However,

when this problem happens, it will lead to reworks and indirectly will

increase the time and cost of projects.

viii. Inadequate monitoring and control

In the study by Apolot, Alinaitwe, & Tindiwensi (2011), the results indicated

that poor monitoring and control was ranked number three in contributing to

the cost overruns. Furthermore, this factor will cause poor workmanship and

schedule creep.

2.6.2 Category 2: Design and Documentation Related Factor (DDF)

Design and Documentation Related Factors are problems or adverse factors

attributable to consultants/designers. Frequent design changes, mistakes and errors

in design, incomplete design at the time of tender, poor design and delays in design,

and delay preparation and approval of drawings are common factors for which

consultants are held responsible. These factors are related to the design of project and

occur during design and construction phase as discussed below:

i. Frequent design changes

Frequent design change is considered as the most important factor that

inhibits the ability to control time and cost of projects. As a result, it will give

negative effect to time as well as cost of project (Olawale & Sun, 2010). This

problem happens due to inadequate site and environmental information

(Ameh et al., 2010). According to a study conducted by Alwi & Hampson

(2003), design changes mostly occurred based on owner‟s demands to meet

their requirements and preferences. Thus, any changes of design will affect

the cost estimation for the project, the volume and type of materials, and also

the labour. Furthermore, it also causes the rework of completed item, thus

leads to extension of project time (Enshassi et al., 2009).

86

REFERENCES

Abdullah, M. R., Azis, A. A. A., & Rahman, I. A. (2011). Potential effects on large

mara construction projects due to construction delay. International Journal of

Integrated Engineering, 1(2), 53–62.

Abdullah, M. R., Rahman, I. A., & Azis, A. A. A. (2010). Causes of delay in MARA

management procurement construction projects. Journal of Surveying,

Construction and Property, 1(1), 123–138.

Abdullah, M. R., Rahman, I. A., Asmi, A., Azis, A., Tun, U., & Onn, H. (2009).

Delay in large mara construction projects based on project. In Proceedings of

MUCEET2009 Malaysian Technical Universities Conference on Engineering

and Technology June 20-22, 2009, MS Garden,Kuantan, Pahang, Malaysia

(pp. 9–13)

Aibinu, A. A., & Odeyinka, H. A. (2006). Construction delays and their causative

factors in Nigeria, 132(7), 667–678.

Aigbavboa, C. & Thwala, W. (2012). An exploration of the use of Delphi

methodology in housing satisfaction studies In: Laryea, S., Agyepong, S.A.,

Leiringer, R. and Hughes, W. (Eds) Procs 4th West Africa Built Environment

Research (WABER) Conference, 24-26 July 2012, Abuja, Nigeria, 147-161.

Akinsiku, O. E., & Akinsulire, A. (2012). Stakeholders‟ perception of the causes and

effects of construction delays on project delivery. Journal of Construction

Engineering and Project Management, 2(4), 25–31.

Akintoye, A. S., & MacLeod, M. J. (1997). Risk analysis and management in

construction. International Journal of Project Management, 15(1), 31-38.

Akintoye, A.S. and MacLeod, M.J. (1997) Risk Analysis and Management in

Construction, International Journal of Project Management, 15(1), 31-38.

87

Al Tabtabai, H. M. (2002). Causes for delays in construction projects in

Kuwait.Engineering Journal of University of Qatar, 15, 19-37.

Alaghbari, W., Kadir, M. R. a., & Salim, A. (2007). The significant factors causing

delay of building construction projects in Malaysia. Engineering,

Construction and Architectural Management, 14(2), 192–206.

Al-Bahar, J., and Crandall, K. 1990. Systematic Risk Management Approach for

Construction Projects. ASCE Journal of Construction Engineering and

Management, Vol. 116, No 3, pp. 533-546.

Ali, A. S., & Kamaruzzaman, S. N. (2010). Cost performance for building

construction projects in Klang Valley. Journal of Building Performance, 1(1),

110–118.

Al‐Kharashi, A., & Skitmore, M. (2009a). Causes of delays in Saudi Arabian public

sector construction projects. Construction Management and Economics,

27(1), 3–23.

Al-Momani, A. H. (2000). Construction delay: a quantitative analysis. International

Journal of Project Management, 18(1), 51–59.

Alshubbak, A., Pellicer, E., & Catalá, J. (2009). A collaborative approach to project

life cycle definition based on the Spanish construction industry. In 3rd

Conference On Engineering Work In PalestinE November 3-5, 2009 (pp. 1–

19).

Alwi, S., & Hampson, K. (2003). Identifying the important causes of delays in

building construction projects. In Proceedings The 9th East Asia-Pacific

Conference on Structural Engineering and Construction, Bali, Indonesia (pp.

1–6).

Ameh, O., Soyingbe, A., & Odusami, K. (2010). Significant factors causing cost

overruns in telecommunication projects in Nigeria. Journal of Construction

in Developing Countries, 15(2), 49–67.

Amu, O. O., & Adesanya, D. A. (2011). Mathematical expression fpr explaining

project delays in Southwestern Nigeria. Singapore Journal of Scientific

Research, 1(1), 59–67.

Apolot, R., Alinaitwe, H., & Tindiwensi, D. (2011). An investigation into the causes

of delay and cost overrun in Uganda‟s public sector construction projects. In

Second International Conference on Advance in Engineering and Technology

(pp. 305–311).

88

Assaf, S. a., & Al-Hejji, S. (2006). Causes of delay in large construction projects.

International Journal of Project Management, 24(4), 349–357.

Assaf, S. A., AI-Khalil, M., & AI-HazmP, M. (1995). Causes of delay in large

building construction projects. Journal ofManagement in Engineering, 11(2),

45–50.

Atkinson, R. (1999). Project management: cost, time and quality, two best guesses

and a phenomenon, its time to accept other success criteria. International

Journal of Project Management, 17(6), 337-342.

Azhar, N., Farooqui, R. U., & Ahmed, S. M. (2008). Cost overrun factors in

construction industry of Pakistan. In First International Conference on

Construction In Developing Countries (ICCIDC–I) “Advancing and

Integrating Construction Education, Research & Practice” August 4-5, 2008,

Karachi,, Pakistan (pp. 499–508).

Aziz, R. F. (2013). Ranking of delay factors in construction projects after Egyptian

revolution. Alexandria Engineering Journal, 52(3), 387–406.

Baloi, D., & Price, A. D. F. (2003). Modelling global risk factors affecting

construction cost performance. International Journal of Project

Management,21(4), 261-269.

Bhargava, A., Anastasopoulos, P. C., Labi, S., Sinha, K. C., & Mannering, F. L.

(2010). Three-stage least-squares analysis of time and cost overruns in

construction contracts. Journal of Construction Engineering and

Management, 136(11), 1207–1218.

Chan, D. W. M., & Kumaraswamy, M. M. (1999). Modelling and predicting

construction durations in Hong Kong public housing. Construction

Management and Economics, 17(3), 351–362.

Chan, D. W., & Kumaraswamy, M. M. (1997). A comparative study of causes of

time overruns in Hong Kong construction projects. International Journal of

Project Management, 15(1), 55–63.

Chang, A. S., & Asce, M. (2002). Reasons for cost and schedule increase for

engineering design projects. Jounal of Management in Engineering, 18(1),

29–36.

Creedy, G. D., Skitmore, M., & Wong, J. K. W. (2010). An evaluation of the risk

factors leading to cost overrun in the delivery of highway. Journal of

Construction Engineering and Management, 136(5), 528–536.

89

Cuhls, K. (2003). Delphi Method. Retrieved 10 December 2014, from

http://www.unido.org/fileadmin/import/16959_DelphiMethod.pdf

Dai J, Goodrum P, Maloney W, Srinivasan C. 2009. Latent structures of the factors

affecting construction labor productivity. J ConstrEng Manage. 135:397-406.

Dalkey, N. C., &Helmer, O. (1962).An experimental application of the Delphi

method to the use of experts (Report No. RM-727-PR) (Abridged). Santa

Monica, CA: The RANDCorporation.

Danso, H., & Antwi, J. K. (2012). Evaluation of the Factors influencing time and

cost overruns in telecom tower construction in Ghana. Civil and

Environmental Research, 2(6), 15–25.

Deepti Aptikar (2005). Retrieved 10 December 2014, from:

www.mtpinnacle.com/pdfs/RiskMatrix.pdf.

Doloi, H. (2013). Cost overruns and failure in project management-understanding the

roles of key stakeholders in construction projects. Journal of Construction

Engineering and Management, 139(3), 267–279.

Ejaz, N., Ali, I., & Tahir, M. (2013). Assessment of delays and cost overruns during

construction projects in Pakistan.

El-razek, M. E. A., Bassioni, H. A., & Mobarak, A. M. (2008). Causes of delay in

building construction projects in Egypt. Journal of Construction Engineering

and Management, 134(11), 831–841.

Endut, I. R., Shehu, Z., Akintoye, A., & Jaafar, A. (2009). Cost and time of

construction projects in Malaysia. In Fifth International Conference on

Construction in the 21st Century (CITC-V) “Collaboration and Integration in

Engineering, Management and Technology” May 20-22, 2009, Istanbul,

Turkey.

Enshassi, A., Al-Najjar, J., & Kumaraswamy, M. (2009). Delays and cost overruns in

the construction projects in the Gaza Strip. Journal of Financial Management

of Property and Construction, 14(2), 126–151.

Eshofonie, F. P. (2008). Factors Affecting Cost of Construction in

Nigeria.Unpublished M. Sc thesis, University of Lagos, Akoka, Lagos, 5-7.

Fayda S. N. A., G. Ulusoy, I. I. Meydanli. Design of Post Project Analysis and Risk

Management Processes For R&D Projects", May 2003.

Flanagan, R & Normal, G Risk Management and Construction Blackwell Scientific,

UK (1993).

90

Flanagan, R. and Norman, G. (1993) Risk Management and Construction, Victoria:

Blackwell Science Pty Ltd, Australia.

Frimpong, Y., Oluwoye, J., & Crawford, L. (2003). Causes of delay and cost

overruns in construction of groundwater projects in a developing countries;

Ghana as a case study. International Journal of Project Management, 21(5),

321–326.

Fugar, F., & Agyakwah-Baah, A. (2010). Delays in building construction projects in

Ghana. Australasian Journal of Construction Economics and Building,

10(1/2), 103–116.

Gannet Flaming Inc. (2009). Construction Project Management Handbook.

Washington, D. C. Federal Transit Administration.

González, P., González, V., Molenaar, K., & Orozco, F. (2013).Analysis of Causes

of Delay and Time Performance in Construction Projects. Journal of

Construction Engineering and Management, 140(1),1-9.

Green, P. J. (1982). The content of a college-level outdoor leadership course. Paper

presented at the Conference of the Northwest District Association for the

American Alliance for Health, Physical Education, Recreation, and Dance,

Spokane, WA.

Gündüz, M., Nielsen, Y., & Özdemir, M. (2013). Quantification of delay factors by

using Relative Importance Index (RII) method for construction projects in

Turkey. Journal of Management in Engineering, 29(2), 133–139.

Gupta, U. G., & Clarke, R. E., (1996). Theory and applications of the Delphi

technique: A bibliography (1975–1994). Technological forecasting and

social change 53(2), 185-211.

Hartman, B. F. T., & Baldwin, A. (1995). Using technology to improve delphi

method. Journal ojComputingin Civil Engineering, 9(4), 244–249.

Hasan, R., Suliman, S. M. A., & Malki, Y. Al. (2014). An investigation into the

delays in road projects in Bahrain. International Journal of Research in

Engineering and Science (IJRES), 2(2), 38–47.

Helmer, O. (1983).Looking forward: A guide to future research. Beverly Hills, CA:

Sage.

Hyun, C., Cho, K., Koo, K., Hong, T., & Moon, H. (2008). Effect of delivery

methods on design performance in multifamily housing projects. Journal of

Construction Engineering and Management, 134(7), 468–482.

91

Ibrahim, A. R. Bin, Roy, M. H., Ahmed, Z., & Imtiaz, G. (2010). An investigation of

the status of the Malaysian construction industry. Benchmarking: An

International Journal, 17(2), 294–308.

Ireland, V. (1985). The role of managerial actions in the cost, time and quality

performance of high-rise commercial building projects. Construction

Management and Economics, 3(1), 59–87.

Jackson, S. (2002). Project cost overruns and risk management. In Proceedings of

Association of Researchers in Construction Management 18th Annual

ARCOM Conference, Newcastle, Northumber University,UK (pp. 2–4).

Jha, K.N. and Devaya, M.N. (2008) Modelling the risks faced by Indian construction

companies assessing international projects. Construction Management and

Economics, 26(4), 337-48.

Jordan, E., & Javernick-will, A. (2013). Indicators of community recovery: content

analysis and Delphi approach. Natural Hazards Review, 14(1), 21–28.

Kaliba, C., Muya, M., & Mumba, K. (2009). Cost escalation and schedule delays in

road construction projects in Zambia. International Journal of Project

Management, 27(5), 522–531.

Kaming, P. F., Olomolaiye, P. O., Holt, G. D., & Harris, F. C. (1997). Factors

influencing construction time and cost overruns on high-rise projects in

Indonesia. Construction Management and Economics, 15(1), 83–94.

Kartam, N. (1996). Making effective use of construction lessons learned in project

life cycle. Journal of Construction Engineering and Management, 122(1),

14–21.

Kasap, D. K. (2007). Risk identification step of the project risk

management.Management.

Kasap, D. K. (2007). Risk identification step of the project risk management.

Proceedings, 5-9 August, Portland, Oregon, 2007.

Kikwasi, G. J. (2012). Causes and effects of delays and disruptions in construction

projects in Tanzania. Australasian Journal of Construction Economics and

Building, Conference Series, 1(2), 52–59.

Koushki, P. a., Al‐Rashid, K., & Kartam, N. (2005). Delays and cost increases in the

construction of private residential projects in Kuwait. Construction

Management and Economics, 23(3), 285–294.

92

Lam, E. W., Chan, A. P., & Chan, D. W. (2008). Determinants of successful design-

build projects. Journal of Construction Engineering and Management,

134(5), 333–341.

Latif, Y., Abidin, I., & Trigunarsyah, B. (2008). Knowledge-based material cost

control for building construction project using expert system approach. In

Haigh, Richard and Amaratunga, Dilanthi, Eds. Proceedings CIB

International Conference on Building Education and Research (pp. 1969–

1978).

Le-Hoai, L., Lee, Y. D., & Lee, J. Y. (2008). Delay and cost overruns in Vietnam

large construction projects: A comparison with other selected countries.

KSCE Journal of Civil Engineering, 12(6), 367–377.

Lim, E., & Alum, J. (1995). Construction productivity: Issues encountered by

contractors in Singapore. International Journal of Project Management,

13(1), 51–58.

Linstone, H. A., &Turoff, M. (Eds.). (1975). The Delphi method: Techniques and

applications.Reading, MA: Addison-Wesley.

Linstone, H., & Turoff, M. (1979). The Delphi Method: tecniques and applications.

Liu, Z., Osmani, M., Demian, P., & Baldwin, A. N. (2011). The potential use of BIM

to aid construction waste minimisation. Proceedings of the CIB W78-W102

2011: International Conference –Sophia Antipolis, France, 26-28 October.

Lo, T. Y., Fung, I. W. H., & Tung, K. C. F. (2006). Construction Delays in Hong

Kong Civil Engineering Projects, 132(6), 636-649.

Long, N. D., Ogunlana, S., Quang, T., & Lam, K. C. (2004). Large construction

projects in developing countries: a case study from Vietnam. International

Journal of Project Management, 22(7), 553–561.

Love, P. E. D., Tse, R. Y. C., & Edwards, D. J. (2005). Time-cost relationships in

Australian building construction projects. Journal of Construction

Engineering and Manage- ment, 131(2), 187–194.

Love, P. E. D., Wang, X., Sing, C., & Tiong, R. L. K. (2013). Determining the

probability of project cost overruns. Journal of Construction Engi neering

and Management, 139(3), 321–330.

Luu, V. T., Kim, S.-Y., Tuan, N. Van, & Ogunlana, S. O. (2009). Quantifying

schedule risk in construction projects using Bayesian belief networks.

International Journal of Project Management, 27(1), 39–50.

93

Mahamid, I. (2011). Risk matrix for factors affecting time delay in road construction

projects: owners‟ perspective. Engineering, Construction and Architectural

Management, 18(6), 609–617.

Mahamid, I. (2013). Common risks affecting time overrun in road construction

projects in Palestine: Contractors‟ perspective. Australasian Journal of

Construction Economics and Building, 13(2), 45–53.

Majid, I. A. (2006). Causes and effect of delays in Aceh construction industry

(Doctoral dissertation, UniversitiTeknologi Malaysia, Faculty of Civil

Engineering).

Manoliadis, O., Tsolas, I., & Nakou, A. (2006). Sustainable construction and drivers

of change in Greece: a Delphi study. Construction Management and

Economics, 24(2), 113-120.

Marzouk, M. M., & El-Rasas, T. I. (2014). Analyzing delay causes in Egyptian

construction projects. Journal of Advanced Research, 5(1), 49-55.

McCoy, A. P., Thabet, W., &Badinelli, R. (2009).Understanding the role of

developer/builders in the concurrent commercialization of product

innovation."European Journal of Innovation Management 12, (1), 102-128.

Memon, A. H., Rahman, I. A., & Azis, A. A. A. (2011). Preliminary study on

causative factors leading to construction cost overrun. International Journal

of Sustainable Construction Engineering & Technology, 2(1), 57–71.

Memon, A. H., Rahman, I. A., Abdullah, M. R., & Azis, A. A. A. (2010). Factors

affecting construction cost in Mara large construction project : Perspective of

project management Consultant. Journal of Construction Engineering and

Management, 1(2), 41–54.

Memon, A. H., Rahman, I. A., Abdullah, M. R., & Azis, A. A. A. (2014). Factors

affecting construction cost performance in project management projects :

Case of MARA large projects. International Journal of Civil Engineering and

Built Environment, 1(1), 30–35.

Memon, A. H., Rahman, I. A., Aziz, A. A. A., &Abdullaah, N. H., (2013). Using

structural equation modelling to assess effects of construction resource

related factors on cost overrun. World Applied Sciences Journal, 21, 6-15.

Meng, X. (2012). The effect of relationship management on project performance in

construction. International Journal of Project Management, 30(2), 188–198.

94

Modupe, A., Emmanuel, O., Agnes, S., & Bamidele, M. (2012). Impact of risk on

performance of design and build projects in Lagos State, Nigeria. Journal of

Civil Engineering and Architecture, 6(9), 1210–1217.

Morris, S. (1990). Cost and time overruns in public sector projects. in Economic and

Political Weekly, XXV(47), 154–168.

Moura, H P, Teixeira, J. C., & Pires, B. (2007). Dealing with cost and time in the

Portuguese construction industry, 1252–1265.

Murray, M., & Seif, M. (2013). Causes of project delays in Nigerian construction

industry . European Journal of Civil Engineering and Architecture, 10(1), 1–

7.

Nawaz, T., Shareef, N. A., & Ikram, A. A. (2013). Cost performance in construction

industry of Pakistan. Industrial Engineering Letters, 3(2), 19–34.

Nie, Y. Y., (2014, February 27). New KL budget terminal faces delay, cost overrun.

The Straits Times. p. 5

Nkado, R. N. (1992). Construction time information system for the building industry.

Construction Management and Economics, 10(6), 489–509.

Odeh, A. M., & Battaineh, H. T. (2002). Causes of construction delay : traditional

contracts. International Journal of Project Management, 20(1), 67–73.

Ogunlana, S., Promkuntong, K., & Jearkjirm, V. (1996). Construction delays in a

fast-growing economy : comparing Thailand with other economies.

International Journal of Project Managemen, 14(1), 37–45.

Ogunsanmi, O. E., Salako, O. A., & Ajayi, O. M. (2011). Risk Classification Model

for Design and Build Projects. Journal of Engineering, Project, and

Production Management, 1(1), 46-60.

Oladapo, a. a. (2007). A quantitative assessment of the cost and time impact of

variation orders on construction projects. Journal of Engineering, Design and

Technology, 5(1), 35–48.

Olawale, Y. A., & Sun, M. (2010). Cost and time control of construction projects:

inhibiting factors and mitigating measures in practice. Construction

Management and Economics, 28(5), 509–526.

Omoregie, A., & Radford, D. (2006). Infrastructure delays and cost escalation:

causes and effects in Nigeria. In Proceeding of sixth international

postgraduate research conference Netherlands, Delft University of

Technology (pp. 79–93).

95

Othman, A. A. E. (2008). Incorporating value and risk management concepts in

developing low cost housing projects. Emirates Journal for Engineering

Research, 13, 45-52.

Pai, S. K., & Bharath, J. R. (2013). Analysis of Critical Causes of Delays in Indian

Infrastructure Projects. International Journal of Innovative Research &

Development, 2(3), 251–263.

Park, Y. I., &Papadopoulou, T. C. (2012). Causes of cost overruns in transport

infrastructure projects in Asia: their significance and relationship with project

size. Built Environment Project and Asset Management, 2(2), 195-216.

Patience, F. (2008). Factors affecting cost of construction in nigeria.

Perera, B. A. K. S., Rameezdeen, R., Chileshe, N., & Hosseini, M. R. (2014).

Enhancing the effectiveness of risk management practices in Sri Lankan road

construction projects: A Delphi approach. International Journal of

Construction Management, 14(1), 1-19.

Perera, B. A. K. S., Rameezdeen, R., Chileshe, N., &Hosseini, M. R.

(2014).Enhancing the effectiveness of risk management practices in Sri

Lankan road construction projects: A Delphi approach. International Journal

of Construction Management, 14(1), 1-19.

Potty, N. S., Irdus, A., &Ramanatha, (2011, September). Case study and survey on

time and cost overrun of multiple D&B projects. In National Postgraduate

Conference (NPC), 2011 (pp. 1-6).

Proverbs, D. G., Holt, G. D., & Cheok, H. Y. (2000). Construction industry

problems : the views of uk construction directors. In In: Akintoye, A (Ed.),

16th Annual ARCOM Conference, 6-8 September 2000, Glasgow Caledonian

University. Association of Researchers in Construction Management (Vol. 1,

pp. 73–81).

Rahman, I. A., Memon, A. H., & Karim, A. T. A. (2013). Significant factors causing

cost overruns in large construction projects in Malaysia. Journal of Applied

Sciences, 13(2), 286–293.

Rahman, I. A., Memon, A. H., Nagapan, S., Latif, Q. B. A. I., & Azis, A. A. A.

(2012). Time and cost performance of costruction projects in southern and

cenrtal regions of penisular Malaysia. In 2012 IEEE Colloquium on

Humanities, Science and Engineering (CHUSER) (pp. 52–57). Ieee.

96

Rahsid, Y., Haq, S. ul, & Aslam, M. S. (2013). Causes of delay in construction

projects of Punjab-Pakistan : An Empirical Study. Journal of Basic and

Applied Scientific Research, 3(10), 87–96.

RAMP (Institute of Civil Engineers and the Faculty and Institute of Actuaries). 1998.

Risk Analysis and Management for Projects. Thomas Telford, London.

Riazi, S. R. M., Skitmore, M., and Cheung. Y. K. F., (2011). The use of supply chain

management to reduce delays: Malaysian public sector construction projects.

In Proceedings of the 6th Nordic Conference on Construction Economics and

Organisation in Society, 2(2), Danish Building Research Institute, Aalborg

University, (pp. 403-414).

Saad, A. (2011). Factors impacting the project‟s life cycle. g-casa.com.

Saleh Al HadiTumi, A. O. a. A. H. K. P. (2009). Causes of delay in construction

industry in Libya.The International Conference on Administration and

Business.Faculty of Administration and Business, University of Bucharest,

Romania.

Sambasivan, M., & Soon, Y. W. (2007). Causes and effects of delays in Malaysian

construction industry. International Journal of Project Management, 25(5),

517–526.

Skutsch, M., & Hall, D. (1973).Delphi: Potential uses in education planning.Project

Simu-School: Chicago component. Chicago, IL: Chicago Board of Education,

Illinois Department of Facility Planning.

Smith, N.J. (2003). Appraisal, Risk and Uncertainty (Construction Management

Series), London: Thomas Telford Ltd, UK.

Sorooshian, S. (2014). Delay-based reliability analysis on construction projects. Life

Science Journal, 11(3), 104–113.

Sweis, G. J. (2013). Factors affecting time overruns in public construction projects:

The case of Jordan. International Journal of Business and Management,

8(23), 120–129.

Sweis, G. J., Sweis, R., Rumman, M. A., Hussein, R. A., &Dahiyat, S. E. (2013).

Cost Overruns in Public Construction Projects: The Case of Jordan.Journal of

American Science, 9(7s).

Sweis, G., Sweis, R., Abu Hammad, a., & Shboul, a. (2008). Delays in construction

projects: The case of Jordan. International Journal of Project Management,

26(6), 665–674.

97

Tchankova, L. (2002). Risk identification–basic stage in risk

management.Environmental Management and Health, 13(3), 290-297.

Uher, T. E., &Toakley, A. (1999).Risk management in the conceptual phase of a

project. International Journal of Project Management, 17(3), 161-169.

Wang SQ, Dulaimi MF, Aguria MY. 2004. Risk management framework for

construction projects in developing countries. Constr Manage Econ. 22:237–

252.

Wang, S. Q., Dulaimi, M. F., &Aguria, M. Y. (2004). Risk management framework

for construction projects in developing countries. Construction Management

and Economics, 22(3), 237-252.

Xia, B., & Chan, A. P. C. (2010). Key competences of design-build clients in China.

Journal of Facilities Management, 8(2), 114–129.

Yang, J., & Wei, P. (2010a). Causes of delay in the planning and design phases for

construction projects. Journal of Architectural Engineering, 16(2), 80–83.

Yang, Y. B., & Shen-Fen Ou, S. F. (2008). Using structural equation modeling to

analyze relationships among key causes of delay in construction. Canadian

Journal of Civil Engineering. (35), 321–332

Yean, F., Ling, Y., Chan, S. L., Chong, E., & Ee, L. P. (2004). Predicting

performance of design-build and design-bid-build projects. Journal of

Construction Engineering and Management, 130(1), 75–83.

Yeung, J. F., Chan, A. P., & Chan, D. W. (2009). Developing a performance index

for relationship-based construction projects in Australia: Delphi Study.

Journal of Management in Engineering, 25(2), 59–68.

Yogeswaran, K., Kumaraswamy, M. M., & Miller, D. R. a. (1998). Claims for

extensions of time in civil engineering projects. Construction Management

and Economics, 16(3), 283–293.

Yousuf, M. I. (2007). Using experts‟ opinions through Delphi technique. Practical

Assessment, Research & Evaluation, 12(4), 1-8.

Zaini, A. A., Adnan, H., & Haron, R. C. (2010). Contractors‟ approaches to risk

management at the construction phase in Malaysia. In Proceedings of the

International Conference on Construction Project Management (ICCPM)

Chengdu, China (pp. 330–334).

Zhi, H. (1995). Risk management for overseas construction projects.International

journal of project management, 13(4), 231-237.

98

Zou PX, Zhang G, Wang J. 2007. Understanding the key risks in construction

projects in China.International Jounal Project Management. 25, 601–614.

Žujo, V., Car-Pušić, D., & Brkan-Vejzović, A. (2010). Contracted price overrun as

contracted construction time overrun function. Technical Gazette, 17(1), 1–12