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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 963
STUDY ON SCOPE VARIANCES IN CONSTRUCTION PROJECTS
S.R.Indhumathi1, Dr.P.S.Kothai2, S.Janani3
1P.G.Student, Department of Civil Engineering, Kongu Engineering College, Tamil Nadu, India.
2Professor, Department of Civil Engineering, Kongu Engineering College, Tamil Nadu, India.
3Assistant Professor, Department of Civil Engineering, Kongu Engineering College, Tamil Nadu, India.
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Scope variance is nothing but a rework. Rework
is considered as a significant factor that influences the
construction project performances. It is necessary when the
elements of the building fail to meet the customer
requirements. To elicit the views of professionals in the
construction industry about the rework factors impact on
construction project performance, questionnaire will be
distributed and data's will be analyzed. The findings may help
construction parties to understand causes of rework which
affect construction project performance in terms of cost and
time. The study focuses on the analysis of the rework activities
by identifying the magnitude and its impact of Cost and Time
in Construction projects. Positive aspects but also negative
aspects of rework are highlighted and suggestionwill begiven
to reduce the rework in construction projects.
Key Words: Rework, Time management, Cost overrun,
Construction delays, Project performance.
1. INTRODUCTION
Rework is the unnecessary effort of redoing an activity that
was inaccurately done the first time. In essence, rework has
become a non-value adding endemic symptomthatseriously
affects the performance and productivity aspects of
construction project. It must be controlled. In construction
process, error, omission and change frequently occurs and
leads to rework in different stages of construction. Studies
conducted in many countries indicated that rework
increased the cost of the different work categories between
3% to 30% and caused delays in the different work
categories resulting in the increase of their original duration
from10% to 77%. In recent survey conductedin2018,it was
found that around 30% of the work performed by
construction companies is actually rework. Besides, rework
caused clients' and contractors’ dissatisfaction. Yet a little is
known about the background of rework and hence rework
remains a major problem. Moreover, the factors that
contribute to its occurrence are not fully understood,
because the derivation of appropriate strategies for its
reduction is problematic. Thus a comprehensive
appreciation of the mechanisms that cause rework will
enable project performance improvements to be made. The
adverse consequences of rework includereduced profit, loss
of market share, increased turnover of management, low
productivity, high costs, and finally costly litigationbetween
participants over responsibility for time overruns and
construction delays.
1.1 Rework in Construction Industry
Rework plagues owners, managers, contractors and even
labourers. It is the main reason for stagnant and declining
productivity, stealing hours, days and even months from
projects. Also it causes severe missed deadlines and budget
overruns that builders fail to meet contracts and face
consequences or at the very least, loss of good name and
potential future business.
1.2 Sources of Rework
Rework may be obtained from various source like error,
change and omission, etc. Longer the error goes unnoticed,
the greater the possibility of rework taking place that
significantly impacts expenditureandschedule.For example,
a dimensional error or spatial conflict contained within
design credentials may not arise until the project is being
physically constructed on-site. A change is a directed action
that alters current established requirements. Changes can
have an effect on the aesthetics and well-madeaspectsofthe
building, the scope as well as the nature of work or may be
its working aspects. For example, a client would initiate a
change to the design of the building and therefore require
rework due to redesign. Omission errors are a result of
pathogens within a system those translate into error-
provoking conditions within the firm and project. Examples
include time pressure, under staffing, fatigue and
inexperience. The sources of rework are shown in fig 1.
Fig -1: Sources of rework
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 964
1.3 Consequences of Rework
1. Redoing things takes time andmightthereforeleadtotime
delay. Rework can definitely influence the project planning.
Time overrun might be a consequence of rework.
2. A second indicator is labour overrun. If work has been
completed incorrectly this can be seen as non-productive
time and rework takes attempt and thus results in labour
overrun. If additional hours (and thus added labour costs)
were needed to realize a project than estimated, it might be
due to rework.
3. Rework often means that parts of a structure have to be
scrapped and new material is needed to rebuild it. Extra
material used might indicate rework as well. It is shown in
fig 2.
Fig -2: Consequences of rework
1.4 Scope of work
This study is important to identifying and to evaluating the
main factors affecting the productivity of construction
projects and to improve the rework reducing condition for
the projects. The findings may help construction parties to
understand causes of rework which affect construction
project performance in terms of cost and time. The study
focuses on the analysis of the rework activitiesbyidentifying
the magnitude and its impact of Cost and Time in
Construction projects. Positive aspects and also negative
aspects of rework are highlighted and suggestion will be
given to reduce the rework in construction projects.
2. LITERATURE STUDY
It represents an overview of literatures collected from
various journals. Mehboob Basha et al (2017) [1]
determined the underlying causes of rework during
construction, and its impact on the overall project
performance in order to develop effective prevention
strategies. The root causes of rework was categorised into
client-related, design-related and contractor-relatedfactors
etc., The study also suggested that rework isa problemfaced
in most of the construction industry and better
understanding of the causes will assist the projectmanagers
to identify the methods to improve or eliminate rework.The
outcome revealed the top rework causes occurring in the
construction industries, the impacts and its effects on the
organisation. Adnan Enshassi1 et al (2017) [3] identified
the factors that contribute to rework and investigated their
possible impact on construction project performance. The
results of this research revealed that contractor's related
rework causes and human resources capability related
rework causes are the major categories which impact onthe
construction project performance. In addition, the findings
showed that attempts to fraud, competitive pressure,
ineffective management, schedule pressure and theabsence
of job security are the main rework factors which have a
considerable influence on construction projectproductivity.
Ibrahim Mahamid (2016) [7] studied rework inresidential
building projects in the West Bank in Palestine. It
investigates rework cost and causes. The identified causes
were classified under 4 groups: contractor-related causes,
client-related causes, consultant-related causes and
environmental causes. 62% of the surveyed contractors
indicated that the average of rework cost in residential
building construction projects that they have experienced
during the last five years is between 10% and 15% of the
original contract cost. Sharmila et al (2016) [20] aimed at
developing a standard methodology for measuring and
classifying construction field rework. To reduce rework,it is
imperative to identify what its causes are and then
understand how these causes are interrelated; the level of
rework in 10 construction projects would depend on
external factors such as excessive workload and market
conditions. Increased defects and poor workmanship may
arise from limitations on the availability of good
subcontractors and workers, and additional orunwarranted
pressures for early completion.
3. OBJECTIVE OF THE STUDY
 To identify cause of rework and to determine their
degree of severity on the performance in terms of
time and cost in construction projects.
 To determine the impact of rework on
organizational project performance(costandtime),
through case studies.
 To determine the measures for reducing the
incidence of rework in construction projects.
 The main objective if the study is shown in fig 3.
TIME DELAY
LABOUR OVERRUN
EXCESS OF
MATERIALS
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 965
Fig -3: Objective of the study
4. REWORK FACTORS
There are numerous factors that contribute to rework in
construction project. The factors which have greater impact
on construction project performance. ClientRelatedFactors,
Design Related Factors, Contractor Related Factors,
Construction process Related Factors.
In addition to the rework causing factors obtained from the
literatures, the external factors i.e. the additional factors
other than those collected from the literatures were
collected through site observation.
i. Operability Changes - changes made to improve
operability
ii. Fabrication Changes - changes made during
fabrication
iii. Transportation Changes – changes and omissions
made in the method of transportation
iv. Human Errors – errors, changes and omissions
made during construction
Some of the possible rework areas include
i. Appearing cracks at the corners of concrete
elements
ii. Displacement of formwork at the time of placing
concrete
iii. Fabricating inaccurately dimensioned concrete
elements
iv. Leaking concrete from joints of formwork
v. Changing the designed steel bar diameter due to
unavailability
vi. Wasting reinforcement bars by wrong
workmanship
vii. Lack of reinforcement bars.
5. QUESTIONNAIRE AND RESPONSE
The questionnaire was designed based on the factors that
were identified and is designed to obtain all the required
data from the respondent for the successful completion of
the project. The questionnaire is divided into 2 sections.The
first section contains general information about the
respondents such as name of respondent, age, gender,
designation, experience, qualification, etc. The second
section shows the factors related to scope variance in
construction. Based on literatures there are 4 factors
considered for the questionnaire design. Each of these
considered of several sub factors. The two sectionsaregiven
below
a) SECTION A: Respondent Identity
b) SECTION B: Factors causing rework.
The respondents were asked to rate their views on rework
according to respective rating scale (1 to 5). To protect
privacy, respondents were guaranteed with confidentially
and nondisclosure of theirresponses.Thequestionnaire was
distributed through both online survey (Google forms) and
Manual survey (questions in persons). The collected data’s
were analyzed and ranked based on the responses.
5.1 Response Rate
40 questionnaires were distributed to the targeted
respondent in order to identify the major causes of reworks
in construction industry. In those 24 responses has been
received. The responses rate of this survey was 60%. The
response rate will be explained in the following table and
chart.
Table -1: Respondent’s Profile
RESPONDANTS CATEGORY RESPONSE RATE
Age (20 - 29) 79 %
Others 21 %
Gender Male 72 %
Female 28 %
Experience 2 – 6 yrs. 41 %
Site Engineers 45 %
Project
Estimation
Less than 50 lacks 54 %
Greater than 50lacks 46 %
40 questionnaires are distributed to site engineers, design
engineers, project managers, and consultants, contractors
through both manual survey and online survey (Google
forms). Among this 24 response was received during the
short period. In this 24 response was received during the
short period. The response rate was 60%.
5.2 RESULTS AND DISCUSSION
The survey result shows that 58% of the respondents agree
that the client related rework is caused mostly due to
inadequate briefing before and at the time of construction.
46% of respondents agree that the client initiated changes
causes much rework in site. 50% of the respondents agree
that the 2 factors i.e., lack of employee motivation, rewards,
labour reallocation to other projects and the personal issues
of the contractor leas to rework. 56% of respondents agree
that excessive overtime leads to rework.Alsoaround71%of
the respondents do agree that rework can be reduced by
qualified consultant or contractor as well as by qualified
supervision. It is represented in chart 1.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 966
0
10
20
30
40
50
60
rework causes in %
client related
Design related
contractor
related
construction
process related
Chart -1: Response rate
6. CONCLUSIONS
In today’s world, the construction industry is rated as one of
the key industries. It helps in achieving the goals of society.
Study and knowledge of construction process is very
important because they cause losses to the governing
agencies and also influence the rework in the construction
industry. Prior knowledgeof rework duringconstruction can
save money and time. This research is intended to identify
the causes of probable factorsresultinginrework inbuilding
construction. The study investigates all the possible factors
through questionnaire survey.
Questionnaires are distributed to site engineers, design
engineers, project managers, and consultants, contractors
through both manual survey and online survey (Google
forms). The response rate was60%.Thesurveyresultshows
that 58% of client related, 56% of construction processes
and 50% of contractor related factors causes rework in
construction.
REFERENCES
[1] Chandrusha S., Mehboob Basha, “Rework
Management in construction projects and
comparison with time and cost”, International
Journal of Engineering ScienceandComputing”,Vol.
7, Issue No.6, 2017.
[2] Ibrahim Mahamid., “Analysis of Rework in
Residential Building Projects in Palestine”, Jordan
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benchmarking rework and rework costs inSwedish
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[4] Khushbu k., Shah, Rushabh A. Shah, Neeraj D.,
Sharma, “Development of field rework index to
minimize the impact of rework for effective
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scientific development and research, Vol. 1, Issue 5,
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[5] Raghuram S., Nagavinothini R., “Investigation on
the causes and adverse effects of reworks in
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International Journal of innovative Research in
Science, Engineering andTechnology,Vol.5,Issue4,
2016.
[6] Sharmila R., Priya S., Venkatachalam V.,
“Experimental investigation of factors influencing
reworks in construction”, International Journal of
Science abd Engineering Research, Vol. 7, Issue 4,
2016.
[7] Yasaman Jalili and David N. Ford, “Quantifying the
impacts of rework, schedule pressure, and ripple
effect loops on project schedule performance”,
System Dynamics Review, Vol 32, No.1, pp.82–96,
2016.
[8] Nuria Forcada, Gerard rusinol, Marcel Macarulla. ,
“rework in highway projects”, journal of civil
engineering and management, vol. 20(4), pp.455-
465, 2013.
[9] Zhang, D., Haas C. Goodrum P., Caldas C. Granger R.,
“Construction small‐projects rework reduction for
capital facilities”, Journal of Construction
Engineering and Management, Vol. 138(12),
pp.1377–1385, 2012.
[10] Oyewobi L. O., Oke A. A., Ganiyu B. O., ShittuA.A.,Isa
R. B.and Nwokobia L., “The effect of projecttypeson
the occurrence of rework in expanding economy”,
Journal of Civil Engineering and Construction
Technology, Vol. 2(6), pp. 119-124, 2011.
[11] Oyewobi L., Ibironke O., Ganiyu B. and Ola-Awo
A.W.,“Evaluating rework cost- A study of selected
building projects in niger, Nigeria”, Journal of
Geography and regional planning, Vol. 4 No.3,
pp.147-151, 2011.
[12] Enhassi A., Mohamed S. and Abushaban, “Factors
affecting the performance of construction projects
in the Gaza Strip”, Journal of Civil Engineering and
Management, Vol.15 No.(3), pp. 269-280, 2009.
[13] Hwang B., Thomas S., Haas C., and Caldas C,
“Measuring the impact of rework on construction
cost performance”, Journal of Construction
Engineering and Management, Vol.13, No. (4),
pp.187-198, 2009.
[14] Ekambaram Palaneeswaran, Muthukaruppan
Ramanathan and Chi-ming Tam. “Rework in
Projects: Learning from Errors”, Journal of
Surveying and Built Environment,Vol.18(2),pp.47-
58, 2007.
[15] Nepal M., Park M. and Son B., “Effects of schedule
pressure on construction performance”, Journal of
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[16] Peter E. D. Love., and David J. Edwards., “Forensic
Project Management: The Underlying Causes of
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 967
Rework in Construction Projects”, Journal of Civil
Engineering and Environmental Systems, Vol. 01,
pp. 1-22, 2004.
[17] Love P. E. D., Smith J., “Benchmarking, bench action
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IRJET- Study on Scope Variances in Construction Projects

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 963 STUDY ON SCOPE VARIANCES IN CONSTRUCTION PROJECTS S.R.Indhumathi1, Dr.P.S.Kothai2, S.Janani3 1P.G.Student, Department of Civil Engineering, Kongu Engineering College, Tamil Nadu, India. 2Professor, Department of Civil Engineering, Kongu Engineering College, Tamil Nadu, India. 3Assistant Professor, Department of Civil Engineering, Kongu Engineering College, Tamil Nadu, India. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Scope variance is nothing but a rework. Rework is considered as a significant factor that influences the construction project performances. It is necessary when the elements of the building fail to meet the customer requirements. To elicit the views of professionals in the construction industry about the rework factors impact on construction project performance, questionnaire will be distributed and data's will be analyzed. The findings may help construction parties to understand causes of rework which affect construction project performance in terms of cost and time. The study focuses on the analysis of the rework activities by identifying the magnitude and its impact of Cost and Time in Construction projects. Positive aspects but also negative aspects of rework are highlighted and suggestionwill begiven to reduce the rework in construction projects. Key Words: Rework, Time management, Cost overrun, Construction delays, Project performance. 1. INTRODUCTION Rework is the unnecessary effort of redoing an activity that was inaccurately done the first time. In essence, rework has become a non-value adding endemic symptomthatseriously affects the performance and productivity aspects of construction project. It must be controlled. In construction process, error, omission and change frequently occurs and leads to rework in different stages of construction. Studies conducted in many countries indicated that rework increased the cost of the different work categories between 3% to 30% and caused delays in the different work categories resulting in the increase of their original duration from10% to 77%. In recent survey conductedin2018,it was found that around 30% of the work performed by construction companies is actually rework. Besides, rework caused clients' and contractors’ dissatisfaction. Yet a little is known about the background of rework and hence rework remains a major problem. Moreover, the factors that contribute to its occurrence are not fully understood, because the derivation of appropriate strategies for its reduction is problematic. Thus a comprehensive appreciation of the mechanisms that cause rework will enable project performance improvements to be made. The adverse consequences of rework includereduced profit, loss of market share, increased turnover of management, low productivity, high costs, and finally costly litigationbetween participants over responsibility for time overruns and construction delays. 1.1 Rework in Construction Industry Rework plagues owners, managers, contractors and even labourers. It is the main reason for stagnant and declining productivity, stealing hours, days and even months from projects. Also it causes severe missed deadlines and budget overruns that builders fail to meet contracts and face consequences or at the very least, loss of good name and potential future business. 1.2 Sources of Rework Rework may be obtained from various source like error, change and omission, etc. Longer the error goes unnoticed, the greater the possibility of rework taking place that significantly impacts expenditureandschedule.For example, a dimensional error or spatial conflict contained within design credentials may not arise until the project is being physically constructed on-site. A change is a directed action that alters current established requirements. Changes can have an effect on the aesthetics and well-madeaspectsofthe building, the scope as well as the nature of work or may be its working aspects. For example, a client would initiate a change to the design of the building and therefore require rework due to redesign. Omission errors are a result of pathogens within a system those translate into error- provoking conditions within the firm and project. Examples include time pressure, under staffing, fatigue and inexperience. The sources of rework are shown in fig 1. Fig -1: Sources of rework
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 964 1.3 Consequences of Rework 1. Redoing things takes time andmightthereforeleadtotime delay. Rework can definitely influence the project planning. Time overrun might be a consequence of rework. 2. A second indicator is labour overrun. If work has been completed incorrectly this can be seen as non-productive time and rework takes attempt and thus results in labour overrun. If additional hours (and thus added labour costs) were needed to realize a project than estimated, it might be due to rework. 3. Rework often means that parts of a structure have to be scrapped and new material is needed to rebuild it. Extra material used might indicate rework as well. It is shown in fig 2. Fig -2: Consequences of rework 1.4 Scope of work This study is important to identifying and to evaluating the main factors affecting the productivity of construction projects and to improve the rework reducing condition for the projects. The findings may help construction parties to understand causes of rework which affect construction project performance in terms of cost and time. The study focuses on the analysis of the rework activitiesbyidentifying the magnitude and its impact of Cost and Time in Construction projects. Positive aspects and also negative aspects of rework are highlighted and suggestion will be given to reduce the rework in construction projects. 2. LITERATURE STUDY It represents an overview of literatures collected from various journals. Mehboob Basha et al (2017) [1] determined the underlying causes of rework during construction, and its impact on the overall project performance in order to develop effective prevention strategies. The root causes of rework was categorised into client-related, design-related and contractor-relatedfactors etc., The study also suggested that rework isa problemfaced in most of the construction industry and better understanding of the causes will assist the projectmanagers to identify the methods to improve or eliminate rework.The outcome revealed the top rework causes occurring in the construction industries, the impacts and its effects on the organisation. Adnan Enshassi1 et al (2017) [3] identified the factors that contribute to rework and investigated their possible impact on construction project performance. The results of this research revealed that contractor's related rework causes and human resources capability related rework causes are the major categories which impact onthe construction project performance. In addition, the findings showed that attempts to fraud, competitive pressure, ineffective management, schedule pressure and theabsence of job security are the main rework factors which have a considerable influence on construction projectproductivity. Ibrahim Mahamid (2016) [7] studied rework inresidential building projects in the West Bank in Palestine. It investigates rework cost and causes. The identified causes were classified under 4 groups: contractor-related causes, client-related causes, consultant-related causes and environmental causes. 62% of the surveyed contractors indicated that the average of rework cost in residential building construction projects that they have experienced during the last five years is between 10% and 15% of the original contract cost. Sharmila et al (2016) [20] aimed at developing a standard methodology for measuring and classifying construction field rework. To reduce rework,it is imperative to identify what its causes are and then understand how these causes are interrelated; the level of rework in 10 construction projects would depend on external factors such as excessive workload and market conditions. Increased defects and poor workmanship may arise from limitations on the availability of good subcontractors and workers, and additional orunwarranted pressures for early completion. 3. OBJECTIVE OF THE STUDY  To identify cause of rework and to determine their degree of severity on the performance in terms of time and cost in construction projects.  To determine the impact of rework on organizational project performance(costandtime), through case studies.  To determine the measures for reducing the incidence of rework in construction projects.  The main objective if the study is shown in fig 3. TIME DELAY LABOUR OVERRUN EXCESS OF MATERIALS
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 965 Fig -3: Objective of the study 4. REWORK FACTORS There are numerous factors that contribute to rework in construction project. The factors which have greater impact on construction project performance. ClientRelatedFactors, Design Related Factors, Contractor Related Factors, Construction process Related Factors. In addition to the rework causing factors obtained from the literatures, the external factors i.e. the additional factors other than those collected from the literatures were collected through site observation. i. Operability Changes - changes made to improve operability ii. Fabrication Changes - changes made during fabrication iii. Transportation Changes – changes and omissions made in the method of transportation iv. Human Errors – errors, changes and omissions made during construction Some of the possible rework areas include i. Appearing cracks at the corners of concrete elements ii. Displacement of formwork at the time of placing concrete iii. Fabricating inaccurately dimensioned concrete elements iv. Leaking concrete from joints of formwork v. Changing the designed steel bar diameter due to unavailability vi. Wasting reinforcement bars by wrong workmanship vii. Lack of reinforcement bars. 5. QUESTIONNAIRE AND RESPONSE The questionnaire was designed based on the factors that were identified and is designed to obtain all the required data from the respondent for the successful completion of the project. The questionnaire is divided into 2 sections.The first section contains general information about the respondents such as name of respondent, age, gender, designation, experience, qualification, etc. The second section shows the factors related to scope variance in construction. Based on literatures there are 4 factors considered for the questionnaire design. Each of these considered of several sub factors. The two sectionsaregiven below a) SECTION A: Respondent Identity b) SECTION B: Factors causing rework. The respondents were asked to rate their views on rework according to respective rating scale (1 to 5). To protect privacy, respondents were guaranteed with confidentially and nondisclosure of theirresponses.Thequestionnaire was distributed through both online survey (Google forms) and Manual survey (questions in persons). The collected data’s were analyzed and ranked based on the responses. 5.1 Response Rate 40 questionnaires were distributed to the targeted respondent in order to identify the major causes of reworks in construction industry. In those 24 responses has been received. The responses rate of this survey was 60%. The response rate will be explained in the following table and chart. Table -1: Respondent’s Profile RESPONDANTS CATEGORY RESPONSE RATE Age (20 - 29) 79 % Others 21 % Gender Male 72 % Female 28 % Experience 2 – 6 yrs. 41 % Site Engineers 45 % Project Estimation Less than 50 lacks 54 % Greater than 50lacks 46 % 40 questionnaires are distributed to site engineers, design engineers, project managers, and consultants, contractors through both manual survey and online survey (Google forms). Among this 24 response was received during the short period. In this 24 response was received during the short period. The response rate was 60%. 5.2 RESULTS AND DISCUSSION The survey result shows that 58% of the respondents agree that the client related rework is caused mostly due to inadequate briefing before and at the time of construction. 46% of respondents agree that the client initiated changes causes much rework in site. 50% of the respondents agree that the 2 factors i.e., lack of employee motivation, rewards, labour reallocation to other projects and the personal issues of the contractor leas to rework. 56% of respondents agree that excessive overtime leads to rework.Alsoaround71%of the respondents do agree that rework can be reduced by qualified consultant or contractor as well as by qualified supervision. It is represented in chart 1.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 966 0 10 20 30 40 50 60 rework causes in % client related Design related contractor related construction process related Chart -1: Response rate 6. CONCLUSIONS In today’s world, the construction industry is rated as one of the key industries. It helps in achieving the goals of society. Study and knowledge of construction process is very important because they cause losses to the governing agencies and also influence the rework in the construction industry. Prior knowledgeof rework duringconstruction can save money and time. This research is intended to identify the causes of probable factorsresultinginrework inbuilding construction. The study investigates all the possible factors through questionnaire survey. Questionnaires are distributed to site engineers, design engineers, project managers, and consultants, contractors through both manual survey and online survey (Google forms). The response rate was60%.Thesurveyresultshows that 58% of client related, 56% of construction processes and 50% of contractor related factors causes rework in construction. REFERENCES [1] Chandrusha S., Mehboob Basha, “Rework Management in construction projects and comparison with time and cost”, International Journal of Engineering ScienceandComputing”,Vol. 7, Issue No.6, 2017. [2] Ibrahim Mahamid., “Analysis of Rework in Residential Building Projects in Palestine”, Jordan Journal of Civil Engineering, Vol. 10, No. 2, 2016. [3] Josephson, P. E., Larsson, B. and Li, H., “Illustrative benchmarking rework and rework costs inSwedish construction industry”, ASCE Journal of Management in Engineering, Vol.18, No. (2), pp.76- 83, 2016. [4] Khushbu k., Shah, Rushabh A. Shah, Neeraj D., Sharma, “Development of field rework index to minimize the impact of rework for effective construction work”, international journal of scientific development and research, Vol. 1, Issue 5, ISSN: 2455-2631, 2016. [5] Raghuram S., Nagavinothini R., “Investigation on the causes and adverse effects of reworks in construction projects and developing a rework reduction model to mitigate time and cost”, International Journal of innovative Research in Science, Engineering andTechnology,Vol.5,Issue4, 2016. [6] Sharmila R., Priya S., Venkatachalam V., “Experimental investigation of factors influencing reworks in construction”, International Journal of Science abd Engineering Research, Vol. 7, Issue 4, 2016. [7] Yasaman Jalili and David N. Ford, “Quantifying the impacts of rework, schedule pressure, and ripple effect loops on project schedule performance”, System Dynamics Review, Vol 32, No.1, pp.82–96, 2016. [8] Nuria Forcada, Gerard rusinol, Marcel Macarulla. , “rework in highway projects”, journal of civil engineering and management, vol. 20(4), pp.455- 465, 2013. [9] Zhang, D., Haas C. Goodrum P., Caldas C. Granger R., “Construction small‐projects rework reduction for capital facilities”, Journal of Construction Engineering and Management, Vol. 138(12), pp.1377–1385, 2012. [10] Oyewobi L. O., Oke A. A., Ganiyu B. O., ShittuA.A.,Isa R. B.and Nwokobia L., “The effect of projecttypeson the occurrence of rework in expanding economy”, Journal of Civil Engineering and Construction Technology, Vol. 2(6), pp. 119-124, 2011. [11] Oyewobi L., Ibironke O., Ganiyu B. and Ola-Awo A.W.,“Evaluating rework cost- A study of selected building projects in niger, Nigeria”, Journal of Geography and regional planning, Vol. 4 No.3, pp.147-151, 2011. [12] Enhassi A., Mohamed S. and Abushaban, “Factors affecting the performance of construction projects in the Gaza Strip”, Journal of Civil Engineering and Management, Vol.15 No.(3), pp. 269-280, 2009. [13] Hwang B., Thomas S., Haas C., and Caldas C, “Measuring the impact of rework on construction cost performance”, Journal of Construction Engineering and Management, Vol.13, No. (4), pp.187-198, 2009. [14] Ekambaram Palaneeswaran, Muthukaruppan Ramanathan and Chi-ming Tam. “Rework in Projects: Learning from Errors”, Journal of Surveying and Built Environment,Vol.18(2),pp.47- 58, 2007. [15] Nepal M., Park M. and Son B., “Effects of schedule pressure on construction performance”, Journal of Construction Engineering and Management, Vol. 132(2), pp.182-188, 2006. [16] Peter E. D. Love., and David J. Edwards., “Forensic Project Management: The Underlying Causes of
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 967 Rework in Construction Projects”, Journal of Civil Engineering and Environmental Systems, Vol. 01, pp. 1-22, 2004. [17] Love P. E. D., Smith J., “Benchmarking, bench action and bench learning: rework mitigation in projects”, ASCE J.Mnag. Eng., Vol.19 (4), pp.147-159, 2003. [18] Holt G.D., Shen L.Y., Irani Z., “Using systems dynamics to better understand change and rework in construction project management systems”, International Journal of Project Management, Vol. 20, pp. 425–436, 2002. [19] Love P. E. D., “Influence of Project type and procurement method on rework costs in building construction projects”, Journal of Construction Engineering and Management, Vol.128, No. (1), pp. 18-29, 2002a. [20] Love P. E. D., “Auditing the indirect consequencesof rework in construction: A case based approach”, Managerial auditingjournal,Vol.17,No.(3),pp.138- 146, 2002b. [21] Love, P. E. D. and Li, H, “Quantifying the causes and costs of rework in construction”, Construction Management and Economics Journal,Vol.18No.(4), pp. 479-490, 2000. [22] Mezher T. M. and Tawil W., “Causes of delay in the construction industry in Lebanon”, Journal of Engineering, Construction and Architectural Management”, Vol.5 (3), pp.252-260, 1998. [23] Ibbs, William, “Quantitative Impacts of Project Change: Size Issue”, Journal of Construction Engineering and Management, Vol. 123(3), pp.308- 311, 1997.