IDENTIFICATION OF THE MANAGEABLE CONSTRUCTION REWORK INDICATORS AND RELATED SUCCESSFUL STRATEGIES
Table Of Contents
<p> <b>TABLE OF CONTENTS </b></p><p>Acknowledgments.............................................................................................................................. iii</p><p> Abstract............................................................................................................................................. iv</p><p> List of Illustrations............................................................................................................................ vii</p><p> List of Tables .................................................................................................................................. viii </p><p>
Chapter 1
Introduction .......................................................................................................................1 </p><p>1.1 Problem Statement.......................................................................................................................3</p><p> 1.2 Scope of work.............................................................................................................................3 </p><p>1.3 Goals and Objectives.....................................................................................................................3</p><p> 1.4 Research Hypothesis.................................................................................................................4 </p><p>1.5 Expected Outcome........................................................................................................................4</p><p> 1.6 Contribution..................................................................................................................................5</p><p> 1.7 Thesis Layout.............................................................................................................................5 </p><p>
Chapter 2
Literature Review ..............................................................................................................6 </p><p>2.1 Rework in Construction Projects...................................................................................................7 </p><p>2.2 Rework Impact on Project Performance.......................................................................................8</p><p> 2.3 Change Orders in Construction..................................................................................................8 </p><p>2.4 Rework due to Design error or changes .......................................................................................9</p><p> 2.5 Other factors causing rework .....................................................................................................10</p><p> 2.6 Best Practices..........................................................................................................................11 </p><p>2.7 Summary ...................................................................................................................................13 </p><p>
Chapter 3
Research Methodology ..................................................................................................15 </p><p>3.1 Summary .................................................................................................................................19 </p><p>
Chapter 4
Data Collection ...............................................................................................................20 </p><p>4.1. Summary ................................................................................................................................29 </p><p>
Chapter 5
Data Analysis and Result................................................................................................30 </p><p>Determine Significant IMRCs ..........................................................................................................34 </p><p>Determine BPs that reduce the cost of Rework Associated with IMRCs........................................35 </p><p>Calculate the weight of BPs for rework attributes...........................................................................39 </p><p>Implementation of Results..............................................................................................................44 </p><p>5.1 Summary ...................................................................................................................................46 </p><p>Chapter 6 Conclusion and Future Research Recommendations...................................................47 </p><p>6.1. Limitations...................................................................................................................................48</p><p> References ....................................................................................................................................49 </p><p>Appendix A.......................................................................................................................................62 </p><p>List of indicators causing rework and change order in construction...............................................62 </p><p>Appendix B .................................................................................................................................66</p><p> List of Acronyms..............................................................................................................................66 </p><p>Appendix C ......................................................................................................................................68</p><p> Demographic information of the survey respondents .....................................................................68</p><p> Biographical Information.................................................................................................................70
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Thesis Abstract
<p> <b>ABSTARCT </b><br></p><p>
In construction projects whether small or large scale, in the design and construction phases,
contractors and owners face numerous reworks which finally leads to schedule delays and cost overruns.
Although studying the causes of the rework has been of interest of many scholars and researchers, they
have mainly focused on identifying the entity-based rework indicators. It is pivotal to identify the key project,
organizational, and human factors that lead to the rework. Therefore, this study investigated, identified, and
prioritized the human, organization, and project-based manageable indicators of rework. In addition,
successful strategies which lead to overcoming rework challenges were evaluated. More than 112 previous
research were reviewed to identify the leading rework indicators and rank them, based on their frequency
of occurrence in the literature. Then, a survey was developed and distributed among experienced
practitioners to identify the significant rework leading indicators and successful overcoming strategies. 44
case studies and response from 44 different industrial, infrastructure, and building projects were collected
and analyzed. PM’s experience in the construction (6.06%) and design (5.68%) phase, and number of PM
staff (5.87%) was evaluated as most weighted indicators. It was concluded that design related issues, a
vague scope definition, and owner/client involvement issues are the project-based indicators; ineffective
coordination and poor communication are the organizational-based rework indicators; and lack of
experience and expertise, level of skill, and experience are the most critical human-based rework indicators.
Concluded results were implemented in two construction projects. Reviewing this study will help
practitioners identify the causes of rework early in the project to implement suggested best practices to
reduce the number of rework cases and mitigate the consequences of rework undesired outcomes.
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Thesis Overview
<p><b>1.0 INTRODUCTION</b></p><p><b>1.1 BACKGROUND OF STUDY</b></p><p>Rework are bound to happen in all sort of construction projects. They have great significance or
value in a project’s success or failure, as they impact the cost of a project, generate scheduling delays, and
fall in productivity. Rework and their reactions or effects vary significantly on the different project because
of the uniqueness of each budget; calculated schedule; and availability of resources for planning, such as
time, funds, and crew.
Rework is usually implemented in order to change the design during the design and construction
phases but can be issued for various reasons by the owner or stakeholders. They have a huge potential
for making genuine difficulties for proprietors, designers, and contractual worker partners, and may likewise
cause clashes among them. Henceforth, it is basic to distinguish the reasons for change orders and
measure their effects on the execution of construction projects (Wu et. al 2004, Sunday 2010, Desai 2015;
Safapour et al. 2018; Safapour et al. 2019; Safapour and Kermanshachi 2019).
Rework negatively affects construction performance and efficiency (Kermanshachi and
Rouhanizadeh 2019). According to Baxendale and Schofield (1986), rework can be defined as any change
that veers from the agreed upon and signed contract. Ssegawa et al. (2002) expressed that changes of
plans or in the construction procedure itself must be normal in light of the multifaceted nature of construction
projects and change orders in both the design and construction phases are unavoidable. Along these lines,
the construction industry is liable to poor cost management and schedule performance due to design
alterations (Ssegawa et al. 2002; Habibi et al. 2018a, 2018b, 2019).
In this investigation, through a comprehensive literature review, 124 causes of rework were
identified according to the studies of Hsieh et al. (2004), Keane et al. (2010), Love et al. (2012), Forcada et
al. (2014), Karthick et al. (2015), Ye et al. (2015), and Safapour and Kermanshachi (2019). </p><p>According to
the comprehensive research of CII (2012), of the identified manageable causes for rework, 35 were
manageable by implementing BPs during the execution of a construction project. Most of the remaining
causes for the rework were attributed to uncontrollable situations (e.g., weather conditions) and the need
for more resources, including allocations related to additional management strategies (e.g., owner’s change
of schedule because of financial problems). According to explore directed by CII (2012), the usage of BPs aids the administration of attributes
related to organizations, projects, and team members. Alluding to the works of Love et al. (2012) and
Forcada et al. (2014), the recorded manageable causes of rework were grouped into three primary classes:
organization, project, and people.
The general objective for this examination is to decide the IMRCs and explore how the usage of
suitable BPs decreases the expense of rework, with regards to total budget baseline, related with the
difficulties from IMRCs in construction projects; in this manner, this investigation was intended to respond
to the accompanying exploration questions: </p><p>1. What are the early IMRCs? </p><p>2. What are the suitable BPs to decrease the cost of rework related with IMRCs? </p><p>The accompanying targets were defined to respond to the exploration questions: </p><p>(1) distinguish
potential IMRCs through a review of the existing literature; </p><p>(2) group the recognized IMRCs based on past
examinations; </p><p>(3) decide IMRCs with a huge effect on rework through statistical methods; </p><p>(4) research the
advantages of actualizing each BP for tending to the issues of IMRCs; and</p><p> (5) figure how much each BP
adds to the decrease in the expense of rework in connection to the total contract budget baseline. </p><p>In outline, the capacity to anticipate design changes from the get-go in construction extends
altogether benefits industry specialists, explicitly partners (i.e., proprietors, architects, and contractors) and
project managers (PMs). Moreover, executing the fitting BPs at the right time aids the administration of
undesired results and empowers the decrease in the expense of the rework as it identifies with the expense
for the whole project. For example, the scope of a common vast scale project is intricate, and exact
elucidation of the scope of the project is embraced at the construction stage. In this way, owners can
allocate adequate assets in the pre-planning stage to actualize the fitting strategy. Executing an appropriate
strategy results in the early elucidation of the project scope and lessens the requirement for rework of a
project. For instance, when designers need adequate abilities or skills in new technology, the execution of
a suitable methodology might be helpful for the aversion of design blunders.
The paper is sorted out is portrayed. Initial, a Literature review is introduced and the examination
approach for this investigation is then depicted with definite case studies and information gathered from 44 construction projects. At that point, the procedures utilized and the outcomes from the descriptive data
analysis are exhibited. The method for the way huge IMRCs were resolved is tended to. Next, the research
discoveries are examined to delineate the manner in which the execution of BPs deals with the expense of
rework related to IMRCs. Last, the confirmation of the results of this examination is depicted. </p><p><b>1.2 STATEMENT OF THE PROBLEM </b></p><p>Throughout the recent twenty years, numerous researchers have attempted to identify the critical
causes of rework. Despite the investigation of a few rework indicators, still, there is no definitive list of
project, organization, or human based rework indicators in the literature.
Moreover, although extensive research has been conducted to identify the manageable causes of
rework indicators, few studies have focused on project-based, organization-based or people-based rework
indicators. Herein, finding the key causes of rework and change orders in a construction project has been
the center of attention in the literature and as a result, the significance of using best practices to reduce
rework costs have been neglected by the industry.
According to literature, the issue of design errors or changes was mostly examined indicator of
rework or change orders in building, infrastructure, and heavy industrial projects. </p><p><b>1.3 SCOPE OF STUDY</b> </p><p>This research is based on finding indicators of manageable rework causes using literature review
and categorizing them based on project, organization and human based manageable rework indicators.
Significance of each indicator is calculated using statistical analysis and significant successful best
practices are implied on significant IMRCs. </p><p><b>1.4 GOALS AND OBJECTIVES</b></p><p>The primary goal of this research is to find indicators of rework and change orders and to use best
practices in order to mitigate factors leading to rework. Thus, the objective of this study is to conduct a
comprehensive review of related papers written on rework, to provide a list of human, project, and
organization rework indicators. For this purpose, this study first critically examined the research efforts
pertaining to rework indicators that belong to the project, organization, and human categories. Then, the effectiveness assessment methods that were used in the reviewed journal articles to collect the rework
indicators were studied. Next, the most frequently mentioned human, organization, and project-based
rework indicators were investigated and listed. In summary, the ability to predict potential causes of rework
early in the design and construction phases offers significant benefits to industry practitioners and project
managers. </p><p><b>1.5 RESEARCH HYPOTHESES</b></p><p>To identify the early rework or change order indicators that truly affect the project cost, the cost of
the issued rework was normalized on the bases of project size. Details about statistical tests, methods and
the weight of best practices were discussed in the data analysis section. The main research hypothesis
was proposed to statistically determine significant indicators of rework. </p><p>The hypothesis is as follows: </p><p>Null Hypothesis (H0) – The identified indicators of manageable rework causes are not
significant in the construction phases of a project. </p><p>Alternative Hypothesis (H1) – The identified indicators of manageable rework causes
are significant in the construction phases of a project. </p><p>The second research hypothesis of this research is to examine if identified best practices truly
reduce the cost of rework associated with indicators of manageable reworks. Like the first hypothesis, if
any of the best practices were not statistically significant for reducing the cost of rework associated with
rework indicators, it was excluded from the list. The following research hypothesis was proposed: </p><p>Null Hypothesis (H0) – The identified best practices are not significant in reducing the
cost of rework associated with their indicators. </p><p>Alternative Hypothesis (H1) – The identified best practices are significant in reducing
the cost of rework associated with their indicators. </p><p><b>1.6 EXPECTED OUTCOME</b></p><p>List of significant indicators of manageable rework causes is obtained and prioritized
based on project, people and organization. Successful strategies are suggested for different
IMRCs and their significance and effectiveness will be evaluated. </p><p><b>1.7 CONTRIBUTION </b></p><p>The findings of this study not only can help construction practitioners to identify the most significant
rework or change order indicators and the appropriate best practices available to reduce cost, but also will
enable them to make proper decisions in difficulties faced due to rework or change orders in a construction
project. Furthermore, these findings help construction experts to allocate their resources and consideration
into relevant activities and other affecting factors saving a large amount of time and money. The findings of
this study also provide guidance for academic scholars to conduct further research and give insight on
rework and change order indicators in other construction projects including airports, ports and entertainment
projects and find best practices for these mitigating factors. </p><p><b>1.8 THESIS LAYOUT </b></p><p>In summary, chapter 1 of this thesis gives a general introduction about the importance of the
research topic and the problem statement, objectives, research hypothesis and contributions of this
research for future work. </p><p>Chapter 2 provides an extensive literature review about the past efforts for
identification of rework and change order indicators and their best practices in a different sector of
industries. </p><p>Chapter 3 explains the research methodology. </p><p>A vast range of data and information were
collected through literature reviews and case studies of different projects and classified based on different
factors like based on industry type in chapter 4. </p><p>In chapter 5, different data analyses are utilized to determine
the significance of different indicators and best practices to reduce cost. </p><p>Finally, in chapter 6 conclusion is
drawn and recommendations are given for future studies. It should be noted that the complete list of the
rework and change order indicators and abbreviations used in this study are presented in the appendix B
section of the research. </p>