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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 167
DECISION MAKING IN CONSTRUCTION MANAGEMENT USING AHP AND
EXPERT CHOICE APPROACH
Mr. I Michael raj 1, Ms. Priyalakshmi M T2
1Assistant Professor, Department of Civil Engineering, RVS Technical Campus, Coimbatore-641402, India
2PG student, Department of Civil Engineering, RVS Technical Campus, Coimbatore-641402, India
---------------------------------------------------------------------***----------------------------------------------------------------------
Abstract - The term and content of construction project
management are outlined in this research work. The main
problems of construction management were identified and
possibilities to solve them are discussed. The model for
decision making in construction management by using multi-
criteria methods was created and is to be applied to a real
case study. AHP method and “Expert Choice” computer
program is to be employed for calculations. This project
suggests AHP technique for contractor selection problem in
Indian context. The data collected are to be used to create a
hierarchical model for contractor selectionthatisrepresented
by Analytic Hierarchy Process (AHP). In this work, a
systematic methodology is presented under the consideration
of multiple factors. The model includes building an analytic
hierarchy structure with a tree of hierarchical criteria and
alternatives to ease the decision-making. Expert Choice
software is used to conduct the experimentalassessments. The
project will also present a thorough sensitivity analysis to
demonstrate the confidence in the drawn conclusions.
Key Words: Decision making, construction
management, contractorselection,equipmentselection,
Ahp method.
1. INTRODUCTION
Construction industry plays an important role in the
development of the nation. Decision-making is an integral
part of modern management. Essentially, Rational or sound
decision making is takenasprimaryfunctionofmanagement.
Every manager takes hundreds and hundreds of decisions
subconsciously or consciously making it as the key
component in the roleofamanager.Decisionsplayimportant
roles as they determine both organizational and managerial
activities. A decision can be defined as a course of action
purposely chosen from a set of alternatives to achieve
organizational or managerial objectives or goals. Decision
making process is continuous and indispensable component
ofmanaginganyorganizationorbusinessactivities.Decisions
are madeto sustain the activities of allbusinessactivitiesand
organizational functioning.
The selection of a capable contractor is essential to the good
performance of any construction project since they are
responsible by core activities in the process. Choosing the
proper contractor from numerous applicants that are
available today in market is a complicated problem for
clients. In addition, selecting suitable suppliers significantly
reduces material purchasing cost, improves the
competitiveness of businesses, increases flexibility and
product quality and helps with speeding up the process of
material purchasing. In this way,accordingwith,thisprocess
should detect a supplier to whom the customer can entrust
the responsibility to perform the project adequately. In this
context, the selection criteria are very important for the
decision making, since which are strictly related with the
objectives of the client in relation to the contractor. If the
criteria are wrong, the contractor selected may not be
according with the client needs, even if the role decision
process is carried out in the right way. In dealing with the
long-term assets, it is crucial to select a proper contractor,
which could ensure the quality of the constructed building.
The achievement of this aimlargelydependsontheefficiency
of the performance of the contractor that is selected.
Proper selection of craneisotherimportantfactorof
construction field. A crane is defined as a mechanical system
designed to lift and move loads through a hook suspended
from a movable arm. Selecting cranes depends greatly on
skilled judgment that accounts for every likely involved
variable.
Analytical Hierarchy Process (AHP) is used to assist in
building the modeland helpdraw decisions.Whiledeploying
the crane selection objectives into layered sub-goals,
conclusions could be drawn on the type to be used in
construction according to knowledge based evaluation and
assessment. Expert Choice™ software is used to conduct the
experimental assessments.
2. RESEARCH METHODOLOGY
2.1 Research Design
A research processconsistsofanumberofsequentialsteps.It
begins with finding the research area and formulation
research questions further, the investigation method should
be chosen along with research design and data collection
techniques. Finally, the collected data is analyses and
interpreted what leads to drawing conclusions. Theresearch
method is a technique for collecting data which can involve
specific instruments such as self-completion questionnaires
or structured interview.For the purposeofthismasterthesis
a qualitative research method has been chosen to provide a
description of a construction company decides their
contractor. Literature survey is carried out in this area and
shown. Concerning to these problems, the contractor pre-
qualification, and evaluation and selection process needs to
be reviewed to achieve the project goals based on multi
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 168
criteria decision making process. The datacollected areused
to create a hierarchical model for contractor selection that
represented by the Analytic Hierarchy Process (AHP). By
using this model & with the help of AHP technique one can
develop contractor selection approach which can be most
useful for the stakeholders. The interview is the insightful
tool which focuses directly on the studied topics but also
includes bias and can be manipulative. Interviewing is the
most common sources for collecting qualitative data. There
are a number of different types of interviews and some of
them are applicable to onemethodthentoother.Forinstance
the most common types structured or semi structured
interview are most often used in qualitative research. In the
semi structured form the interviewer prepares a number of
questions that are in thegeneralformofainterviewschedule.
It is standardized in order to minimize differences between
interviews within one project. Moreover the sequence of
questions may vary and the follow up questions canbeasked
in response to some significant replies
2.2 Research objective 1
The first research objective is one of the most important
tasks in construction, i.e. selection of the right contractor.
Choosing the proper contractor from numerous applicants
that are available today in market is a complicated problem
for clients. In dealing with thelong-term assets,itiscrucialto
select a proper contractor, which could ensure the quality of
the constructed building. Theachievementofthisaimlargely
depends on the efficiency of the performance of the
contractor that is selected. Contractor selection studies have
dated back to as early as 1960s. All construction processes
are risky. Contractual risk management forms only one part
of the companies ‘legal risk management and,inthisway,itis
part of companies ‘comprehensivegeneralriskmanagement.
The goals of contractual risk management do not restrict the
management of legal risks in contracting. Contractual risk
management also covers other risks in business by using
methods of contractual planning and management more
problems in construction management are identified in
developing countries. All issues of constructionmanagement
must be solved as soon as they are identified. During shared
problem-solving, stakeholders bring different types of
knowledge into the problem situation and it is captured,
created and shared by the team members. In construction
projects, shared problem-solving often takes place through
pragmatic problem-solving on site, in particular, through
managing project changes.
2.3 Research objective 2
The process of crane selection is a multi-criteria decision-
making problem with conflicting and diverse objectives. In
this work, a systematic methodology is presented under the
consideration of multiple factors and objectives that are
witnessed to be crucial to the construction process. The
model includes building an analytic hierarchy structurewith
a tree of hierarchical criteria and alternatives to ease the
decision-making. Three alternative crane types were
considered, namely, Tower, Derrick and Mobile cranes. An
Analytical Hierarchy Process (AHP) was used to assist in
building the model and help draw decisions
3. DESCRIPTION OF PROJECT
The project have been done by selecting the contractors
working in Kerala public work department ,and among thatI
choose 6 contractors due to the limitation of the expert
choice software (AHP method) .and the analysis has been
done by the details collected from the 6 and found the best .
3.1 CONTRACTOR SELECTION
3.1.1 Set up window
The main goal and criteria should enter to the window
coming first. Sub criteria should allocate properly by adding
child options. Alternative also should give as figure
Figure 3.1 Set Up Window
3.1.2 Develop hierarchal structure
Fig.3.2 shows the developed hierarchical structure of the
problem in which the first level has the goal of selecting the
best contractor. The second level consists of nine criteria,
under which there are further sub-criteria. The last level of
the hierarchy comprises of the five alternatives
Figure 3.2 Hierarchal Structure of Contractor Selection
3.1.3. Pairwise comparisons
As explained earlier, a set of pair-wise comparison matrices
are developed forall of thelevelsofthehierarchy.Anelement
in the higher level isassumedto be the governingelementfor
those in the lower level of the hierarchy. The elements in the
lower level are compared with respect to each other
according to their effectonthegoverningelementabove.This
yields a square matrix of judgments. The pair-wise
comparison is performed on the basis of how an element
dominates the other and the judgments are entered using
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 169
Saaty's 1–9 scale. An element compared with itself is always
assigned the value of "1", so the main diagonal entries of the
pair-wise comparison matrix are all "1".
The expert (designer) begins by comparing pairs of main
criteria (factors) with respect to the main goal by assigning
importance. There will be n(n – 1)/2 comparisons. Expert
Choice software package was used to carry out such
comparison. Verbal assessment is used to help the expert
understand and summarize his knowledge efficiently. For
instance, considering the capability factor in Fig. 2 under
which n = 3, three questions need to be answered by the
expert. Typical question forms of this level may beputacross
as follows:
• How more important is the landscape experience is
relative to electrical Frequencyfromthetechnicalexperience
standpoint.
• How more important is the landscape relative to civil
experience from the technical experience stand point.
• A scale of verbal assessments is used to answer the
above survey, namely: Extreme, Very strong, Strong,
Moderate and Equal importance along with their
corresponding reciprocal scale of importance.
Figure 3.3 representsthesurveyednumbersfortheabove
factor and its siblings
Figure 3.3 Pairwise Comparison of Contractor
Selection
Next we have to compare the contribution of sub criteria
to the main criteria l
Figure 3.4 The Contribution of Sub-Criteria To The Main
Criterion (TE)
Figure 3.5 The Contribution of Sub-Criteria To The
Main Criterion (PE)
3.1.4 Graphicalrepresentationofweightofeachcriterion
to main goal
The graphical representationofeachcriterionweighttomain
goal can be shown as in figure 3.6
Figure3.6 The Criteria Weight Representation (Safety)
Figure 3.7 The Criteria Weight Representation of Main
Goal
3.1.5 Entering ratings
Entering ratings In the ‘Data Grid’ it is possible to use the
‘Ratings’ function which specifies intensities, see Figure 4.10
that can be assigned to the alternatives under the criteria.
Figure3.8 depicts how the ratings intensitiescanbeassigned
to the alternatives in the ‘Data Grid’. Notice that the specified
intensities appear above the alternatives on the ‘Data Grid’.
By clicking on a ratings intensity the intensity will appear in
the cell.
Figure 3.8 Entering Ratings to Data Grid
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 170
3.1.6 Model Sensitivity Analysis:
Finally, a sensitivity analysis is held to show the effect of
altering different parametersof the model of bestcontractor.
First, the current valuesofthemodelarepresentedaccording
to the pair-wise comparison that has been carried out by the
experts in the construction fields. Fig. 3.9 demonstrates the
current weights of each factor. Obviously, the results are in
favor of the contactor 6. Now the best contractor has been
identified.
Figure 3.9 Performance Sensitivity Analysis of Main
Factors With Respect to Main Goal
Figure 3.10 Dynamic Sensitivity Analysis of Main
Factors With Respect to Main Goal
Figure 3.11 Sensitivity Analysis of the Performance
Record, The New Assigned Weights (Left) And The
Resulting Scores of The Alternatives (Right).
We can show from figure 3.11 sensitivity analysis in four
graphs giving the same result of contractor 6 is best
Figure 3.12 Four Types of Sensitivity Analysis Together
3.2 CRANE SELECTION
3.2.1 Set up window
The main goal and criteria should enter to the window
coming first. Sub criteria’sshouldallocateproperlybyadding
child options. Alternative also should give as figure 4.15
Figure 3.13 Window Set Up
3.2.2 Develop hierarchal structure
Fig. 3.14. Shows the developed hierarchical structure of the
problem in which the first level has the goal of selecting the
best crane. The second level consists of five criteria, under
which there are further sub-criteria. The last level of the
hierarchy comprises of the five alternatives
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 171
Figure 3.14 Hierarchal Tree Structure of Crane
Selection
3.2.3. Pairwise comparisons
The expert (designer) begins by comparing pairs of main
criteria (factors) with respect to the main goal by assigning
importance. There will be n(n – 1)/2 comparisons. Expert
Choice software package was used to carry out such
comparison. Verbal assessment is used to help the expert
understand and summarize his knowledge efficiently. For
instance, considering the capability factor in Fig. 2 under
which n = 3, three questions need to be answered by the
expert.
A scale of verbal assessments isusedtoanswertheabove
survey, namely: Extreme, Very strong, Strong, Moderate and
Equal importance along with their corresponding reciprocal
scale of importance
Figure 3.15 Pairwise Comparison Matrix for Main Goal
Figure 3.16 Pairwise Comparison Matrix for Capability
3.2.4. Graphical representation of weight of each
criterion to main goal
The graphical representationofeachcriterionweighttomain
goal can be shown as in figure 3.17
Figure 3.17 The Criteria Weight Representation of Main
Goal
Figure 3.18 The Criteria Weight Representation Site
Condition
3.2.5 Entering ratings
Entering ratings In the ‘Data Grid’ it is possible to use the
‘Ratings’ function which specifies intensities, see Figure 4.21
that can be assigned to the alternatives under the criteria.
Figure 3.19 depicts how the ratings intensities can be
assigned to the alternatives in the ‘Data Grid’. Notice that the
specified intensities appear above the alternatives on the
‘Data Grid’. By clicking on a ratings intensitytheintensitywill
appear in the cell.
Figure 3.18 Entering Ratings to Data Grid
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 172
3.2.6 Model Sensitivity Analysis:
Finally, a sensitivity analysis is held to show the effect of
altering different parameters of the model on the choice of
the right crane. First, the current values of the model are
presented according to the pair-wise comparison that has
been carried out by the experts in the construction fields. Fig
3.20 demonstrates the current weights of each factor.
Obviously, the results are infavorofthetowercrane.Nowthe
best crane has been identified.
Figure 3.20 Performance Sensitivity Analysis for Main Goal
Figure 3.21 Gradient Sensitivity Analysis for Main Goal
Figure 3.22 Dynamic Sensitivity Analysis for Main Goal
Figure 3.23 Four Graphs of Sensitivity Analysis for Main
Goal
4. CONCLUSIONS
The sensitivity analysis presented here demonstrates how
consistent the decision is. The choice of the contractor
remain the same even with significant changes on the
criteria weights, which can be justified by the consistent
judgments made between the siblings of the parent goal and
the pair-wise comparisons. Frankly, AHP analysis
demonstrates an efficientknowledgebasedapproachtohelp
quantify expert knowledge to qualitative analysis that help
in multi-criteria decision making. Contractor selection
involves complex decision making situationsthatdiscerning
abilities and methods to make sound decisions. This paper
has discussed in details on knowledge acquisition process
and transforming the information to a manageable form for
developing a theoretical model represents the AHP
methodology. The AHP is a decision aiding tools based on
multi- criteria decision making for dealing withcomplex and
multi attribute decision.
It was observed that the developed analytic hierarchy
process (AHP) expert model works adequately and yields
acceptable results as well as dragging accurate decisions in
crane selection for a construction site. It was made clear
from the output of Expert Choice, for eachofthecranetypes,
that most of the area of the AHP priority stack is occupied by
safety and building design, thus, showing the desired
dominance of these two criteria in the selectionprocess.The
developed model certainly eases the decision maker's
mission of choosing the quantitative weights and making
further calculations and, thereby,leavesthedecision makers
less susceptible to human errors. Moreover, this approach
does not require the decision makers to have any in-depth
technological knowledge regarding the available
specification of crane types and their capabilities. The pair-
wise assessment through the verbal scaling made it easy for
the expert to disseminate his/her comprehension and
eventually reveal more representing knowledge and
decisions. The above application of AHP theory is a step
toward the elimination of bias or prejudice in the judgment
of an expert, since the steps leading to the judgment are
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 173
made explicit via relational assessment. This also helps
uncover any gap in the expert‘s thinking in regard to
qualitative factors in crane selection which may not have
been considered.
Let summaries the paper with conclusions of
1. Most of construction management problems are MCDM
problems. Countering complexity of a problem to be solved
four optimization methods can be used: multi-criteria,
oriented cost, mono objective, multi objective. Elimination,
optimization and probabilistic methods could be used
byproject managers when making decisions. Multi-criteria
aspect is significant when makingconstructionmanagement
decisions.
2. The seven-stage model for solving decision making
problems in contractor selectionhave beensuggested.Based
on the literature overview and opinion of experts set of
criteria was determined a) technical experience; b)
performance recourses;c)financial stability;d)management
performance and employees qualification; e) capacity; f)
safety record; g) operation and equipment.
3. The proposed model was used to choose contractor for
construction works of Kerala PWD. After analyzing all
alternatives, the best contractor had been chosen.
4. The five-stage model for solving decision making
problems in crane selection have been suggested. Based on
the literature overview and opinion of experts set of criteria
was determined a) building design b) capability c) economy
d) safety e) site condition
5. The proposed model was used to choose crane for
construction of apartment. After analyzing all alternatives,
the best crane had been chosen
REFERENCES
1. Doraid D, Faris A and Hayajneh M (2010),
‘Application of AHP process in Multi Criteria
Analysis of the Selection of Cranes’Vol.4 no.5 page
567-578
2. Edmundas and Zenonas (2015),’Selecting a
contractor by using a Novel Method for Multiple
Attribute Analysis’, Studies in informatics and
control,Vol.24 No.2
3. Gray, C. and Little, J., A systematic approach to the
selection of an appropriate crane for a construction
site, Construction Management and Economics,Vol.
3, 121–144, 1985
4. Jennifer Whyte and Angelos Stasis( 2015),
‘Managing change in the delivery of complex
projects’JPMA-01741;No of pages 13
5. Książek, M., &Nowak,P.2011.Psychological aspects
of decision-makinginconstructionLogistic.6/2011.
6. Kousalya P et.al.,(2012) ‘Analytical Hierarchy
Process approach – An application of engineering
education’ MathematicaAeterna, Vol.2,no.10,861 –
878
7. KumarNeerajJha,’ConstructionProjectManagement
(Theory And Practice), Sixth Edition, Pearson India
Education Services Pvt Ltd.
8. Ludovic-Alexandre Vida , Franck Marle and (2010)
‘Using a Delphi process and the Analytic Hierarchy
Process (AHP) to evaluate the complexity of
projects’, Expert Systems with Applications
38(2011) 5388-5405
9. Nishijima K, Faber M H and Straub D
(2017),’Sustainable decisions for life cycle based
design and maintenance, Australian Journal of civil
engineering,vol 4 no.1
10. Olearezyk J and Al Hussein M (2014),’Intelligent
Crane Management Algorithm for Construction
Operation’,43:59-72
11. RemonFayek Aziz and Sherif Mohammed Hafez
(2013), ‘Applying lean thinking in construction and
performance improvement’,AlexanderEngineering
Journal 52,679-695
12. Szafranko E (2017) ‘Decision problems in
management of construction projects’, IOP Conf.
Ser.: Mater. Sci. Eng. 251 012048
13. Whyte J, A. Stasis, C. Lindkvist, Managing change in
the delivery of complex projects:Configuration
management, asset information and big data‘,
International Journal of Project Management 34(2)
(2015) 339–351
14. ZavadskasZ. Turskis, J and
Antuchevicienė(2015),’Selecting a contractor by
using a novel methodformultipleattributeanalysis’:
Weighted Aggregated Sum Product Assessment
with grey values(WASPAS-G),StudiesinInformatics
and Control 24(2) 141–150

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IRJET- Decision Making in Construction Management using AHP and Expert Choice Approach

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 167 DECISION MAKING IN CONSTRUCTION MANAGEMENT USING AHP AND EXPERT CHOICE APPROACH Mr. I Michael raj 1, Ms. Priyalakshmi M T2 1Assistant Professor, Department of Civil Engineering, RVS Technical Campus, Coimbatore-641402, India 2PG student, Department of Civil Engineering, RVS Technical Campus, Coimbatore-641402, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - The term and content of construction project management are outlined in this research work. The main problems of construction management were identified and possibilities to solve them are discussed. The model for decision making in construction management by using multi- criteria methods was created and is to be applied to a real case study. AHP method and “Expert Choice” computer program is to be employed for calculations. This project suggests AHP technique for contractor selection problem in Indian context. The data collected are to be used to create a hierarchical model for contractor selectionthatisrepresented by Analytic Hierarchy Process (AHP). In this work, a systematic methodology is presented under the consideration of multiple factors. The model includes building an analytic hierarchy structure with a tree of hierarchical criteria and alternatives to ease the decision-making. Expert Choice software is used to conduct the experimentalassessments. The project will also present a thorough sensitivity analysis to demonstrate the confidence in the drawn conclusions. Key Words: Decision making, construction management, contractorselection,equipmentselection, Ahp method. 1. INTRODUCTION Construction industry plays an important role in the development of the nation. Decision-making is an integral part of modern management. Essentially, Rational or sound decision making is takenasprimaryfunctionofmanagement. Every manager takes hundreds and hundreds of decisions subconsciously or consciously making it as the key component in the roleofamanager.Decisionsplayimportant roles as they determine both organizational and managerial activities. A decision can be defined as a course of action purposely chosen from a set of alternatives to achieve organizational or managerial objectives or goals. Decision making process is continuous and indispensable component ofmanaginganyorganizationorbusinessactivities.Decisions are madeto sustain the activities of allbusinessactivitiesand organizational functioning. The selection of a capable contractor is essential to the good performance of any construction project since they are responsible by core activities in the process. Choosing the proper contractor from numerous applicants that are available today in market is a complicated problem for clients. In addition, selecting suitable suppliers significantly reduces material purchasing cost, improves the competitiveness of businesses, increases flexibility and product quality and helps with speeding up the process of material purchasing. In this way,accordingwith,thisprocess should detect a supplier to whom the customer can entrust the responsibility to perform the project adequately. In this context, the selection criteria are very important for the decision making, since which are strictly related with the objectives of the client in relation to the contractor. If the criteria are wrong, the contractor selected may not be according with the client needs, even if the role decision process is carried out in the right way. In dealing with the long-term assets, it is crucial to select a proper contractor, which could ensure the quality of the constructed building. The achievement of this aimlargelydependsontheefficiency of the performance of the contractor that is selected. Proper selection of craneisotherimportantfactorof construction field. A crane is defined as a mechanical system designed to lift and move loads through a hook suspended from a movable arm. Selecting cranes depends greatly on skilled judgment that accounts for every likely involved variable. Analytical Hierarchy Process (AHP) is used to assist in building the modeland helpdraw decisions.Whiledeploying the crane selection objectives into layered sub-goals, conclusions could be drawn on the type to be used in construction according to knowledge based evaluation and assessment. Expert Choice™ software is used to conduct the experimental assessments. 2. RESEARCH METHODOLOGY 2.1 Research Design A research processconsistsofanumberofsequentialsteps.It begins with finding the research area and formulation research questions further, the investigation method should be chosen along with research design and data collection techniques. Finally, the collected data is analyses and interpreted what leads to drawing conclusions. Theresearch method is a technique for collecting data which can involve specific instruments such as self-completion questionnaires or structured interview.For the purposeofthismasterthesis a qualitative research method has been chosen to provide a description of a construction company decides their contractor. Literature survey is carried out in this area and shown. Concerning to these problems, the contractor pre- qualification, and evaluation and selection process needs to be reviewed to achieve the project goals based on multi
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 168 criteria decision making process. The datacollected areused to create a hierarchical model for contractor selection that represented by the Analytic Hierarchy Process (AHP). By using this model & with the help of AHP technique one can develop contractor selection approach which can be most useful for the stakeholders. The interview is the insightful tool which focuses directly on the studied topics but also includes bias and can be manipulative. Interviewing is the most common sources for collecting qualitative data. There are a number of different types of interviews and some of them are applicable to onemethodthentoother.Forinstance the most common types structured or semi structured interview are most often used in qualitative research. In the semi structured form the interviewer prepares a number of questions that are in thegeneralformofainterviewschedule. It is standardized in order to minimize differences between interviews within one project. Moreover the sequence of questions may vary and the follow up questions canbeasked in response to some significant replies 2.2 Research objective 1 The first research objective is one of the most important tasks in construction, i.e. selection of the right contractor. Choosing the proper contractor from numerous applicants that are available today in market is a complicated problem for clients. In dealing with thelong-term assets,itiscrucialto select a proper contractor, which could ensure the quality of the constructed building. Theachievementofthisaimlargely depends on the efficiency of the performance of the contractor that is selected. Contractor selection studies have dated back to as early as 1960s. All construction processes are risky. Contractual risk management forms only one part of the companies ‘legal risk management and,inthisway,itis part of companies ‘comprehensivegeneralriskmanagement. The goals of contractual risk management do not restrict the management of legal risks in contracting. Contractual risk management also covers other risks in business by using methods of contractual planning and management more problems in construction management are identified in developing countries. All issues of constructionmanagement must be solved as soon as they are identified. During shared problem-solving, stakeholders bring different types of knowledge into the problem situation and it is captured, created and shared by the team members. In construction projects, shared problem-solving often takes place through pragmatic problem-solving on site, in particular, through managing project changes. 2.3 Research objective 2 The process of crane selection is a multi-criteria decision- making problem with conflicting and diverse objectives. In this work, a systematic methodology is presented under the consideration of multiple factors and objectives that are witnessed to be crucial to the construction process. The model includes building an analytic hierarchy structurewith a tree of hierarchical criteria and alternatives to ease the decision-making. Three alternative crane types were considered, namely, Tower, Derrick and Mobile cranes. An Analytical Hierarchy Process (AHP) was used to assist in building the model and help draw decisions 3. DESCRIPTION OF PROJECT The project have been done by selecting the contractors working in Kerala public work department ,and among thatI choose 6 contractors due to the limitation of the expert choice software (AHP method) .and the analysis has been done by the details collected from the 6 and found the best . 3.1 CONTRACTOR SELECTION 3.1.1 Set up window The main goal and criteria should enter to the window coming first. Sub criteria should allocate properly by adding child options. Alternative also should give as figure Figure 3.1 Set Up Window 3.1.2 Develop hierarchal structure Fig.3.2 shows the developed hierarchical structure of the problem in which the first level has the goal of selecting the best contractor. The second level consists of nine criteria, under which there are further sub-criteria. The last level of the hierarchy comprises of the five alternatives Figure 3.2 Hierarchal Structure of Contractor Selection 3.1.3. Pairwise comparisons As explained earlier, a set of pair-wise comparison matrices are developed forall of thelevelsofthehierarchy.Anelement in the higher level isassumedto be the governingelementfor those in the lower level of the hierarchy. The elements in the lower level are compared with respect to each other according to their effectonthegoverningelementabove.This yields a square matrix of judgments. The pair-wise comparison is performed on the basis of how an element dominates the other and the judgments are entered using
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 169 Saaty's 1–9 scale. An element compared with itself is always assigned the value of "1", so the main diagonal entries of the pair-wise comparison matrix are all "1". The expert (designer) begins by comparing pairs of main criteria (factors) with respect to the main goal by assigning importance. There will be n(n – 1)/2 comparisons. Expert Choice software package was used to carry out such comparison. Verbal assessment is used to help the expert understand and summarize his knowledge efficiently. For instance, considering the capability factor in Fig. 2 under which n = 3, three questions need to be answered by the expert. Typical question forms of this level may beputacross as follows: • How more important is the landscape experience is relative to electrical Frequencyfromthetechnicalexperience standpoint. • How more important is the landscape relative to civil experience from the technical experience stand point. • A scale of verbal assessments is used to answer the above survey, namely: Extreme, Very strong, Strong, Moderate and Equal importance along with their corresponding reciprocal scale of importance. Figure 3.3 representsthesurveyednumbersfortheabove factor and its siblings Figure 3.3 Pairwise Comparison of Contractor Selection Next we have to compare the contribution of sub criteria to the main criteria l Figure 3.4 The Contribution of Sub-Criteria To The Main Criterion (TE) Figure 3.5 The Contribution of Sub-Criteria To The Main Criterion (PE) 3.1.4 Graphicalrepresentationofweightofeachcriterion to main goal The graphical representationofeachcriterionweighttomain goal can be shown as in figure 3.6 Figure3.6 The Criteria Weight Representation (Safety) Figure 3.7 The Criteria Weight Representation of Main Goal 3.1.5 Entering ratings Entering ratings In the ‘Data Grid’ it is possible to use the ‘Ratings’ function which specifies intensities, see Figure 4.10 that can be assigned to the alternatives under the criteria. Figure3.8 depicts how the ratings intensitiescanbeassigned to the alternatives in the ‘Data Grid’. Notice that the specified intensities appear above the alternatives on the ‘Data Grid’. By clicking on a ratings intensity the intensity will appear in the cell. Figure 3.8 Entering Ratings to Data Grid
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 170 3.1.6 Model Sensitivity Analysis: Finally, a sensitivity analysis is held to show the effect of altering different parametersof the model of bestcontractor. First, the current valuesofthemodelarepresentedaccording to the pair-wise comparison that has been carried out by the experts in the construction fields. Fig. 3.9 demonstrates the current weights of each factor. Obviously, the results are in favor of the contactor 6. Now the best contractor has been identified. Figure 3.9 Performance Sensitivity Analysis of Main Factors With Respect to Main Goal Figure 3.10 Dynamic Sensitivity Analysis of Main Factors With Respect to Main Goal Figure 3.11 Sensitivity Analysis of the Performance Record, The New Assigned Weights (Left) And The Resulting Scores of The Alternatives (Right). We can show from figure 3.11 sensitivity analysis in four graphs giving the same result of contractor 6 is best Figure 3.12 Four Types of Sensitivity Analysis Together 3.2 CRANE SELECTION 3.2.1 Set up window The main goal and criteria should enter to the window coming first. Sub criteria’sshouldallocateproperlybyadding child options. Alternative also should give as figure 4.15 Figure 3.13 Window Set Up 3.2.2 Develop hierarchal structure Fig. 3.14. Shows the developed hierarchical structure of the problem in which the first level has the goal of selecting the best crane. The second level consists of five criteria, under which there are further sub-criteria. The last level of the hierarchy comprises of the five alternatives
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 171 Figure 3.14 Hierarchal Tree Structure of Crane Selection 3.2.3. Pairwise comparisons The expert (designer) begins by comparing pairs of main criteria (factors) with respect to the main goal by assigning importance. There will be n(n – 1)/2 comparisons. Expert Choice software package was used to carry out such comparison. Verbal assessment is used to help the expert understand and summarize his knowledge efficiently. For instance, considering the capability factor in Fig. 2 under which n = 3, three questions need to be answered by the expert. A scale of verbal assessments isusedtoanswertheabove survey, namely: Extreme, Very strong, Strong, Moderate and Equal importance along with their corresponding reciprocal scale of importance Figure 3.15 Pairwise Comparison Matrix for Main Goal Figure 3.16 Pairwise Comparison Matrix for Capability 3.2.4. Graphical representation of weight of each criterion to main goal The graphical representationofeachcriterionweighttomain goal can be shown as in figure 3.17 Figure 3.17 The Criteria Weight Representation of Main Goal Figure 3.18 The Criteria Weight Representation Site Condition 3.2.5 Entering ratings Entering ratings In the ‘Data Grid’ it is possible to use the ‘Ratings’ function which specifies intensities, see Figure 4.21 that can be assigned to the alternatives under the criteria. Figure 3.19 depicts how the ratings intensities can be assigned to the alternatives in the ‘Data Grid’. Notice that the specified intensities appear above the alternatives on the ‘Data Grid’. By clicking on a ratings intensitytheintensitywill appear in the cell. Figure 3.18 Entering Ratings to Data Grid
  • 6. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 172 3.2.6 Model Sensitivity Analysis: Finally, a sensitivity analysis is held to show the effect of altering different parameters of the model on the choice of the right crane. First, the current values of the model are presented according to the pair-wise comparison that has been carried out by the experts in the construction fields. Fig 3.20 demonstrates the current weights of each factor. Obviously, the results are infavorofthetowercrane.Nowthe best crane has been identified. Figure 3.20 Performance Sensitivity Analysis for Main Goal Figure 3.21 Gradient Sensitivity Analysis for Main Goal Figure 3.22 Dynamic Sensitivity Analysis for Main Goal Figure 3.23 Four Graphs of Sensitivity Analysis for Main Goal 4. CONCLUSIONS The sensitivity analysis presented here demonstrates how consistent the decision is. The choice of the contractor remain the same even with significant changes on the criteria weights, which can be justified by the consistent judgments made between the siblings of the parent goal and the pair-wise comparisons. Frankly, AHP analysis demonstrates an efficientknowledgebasedapproachtohelp quantify expert knowledge to qualitative analysis that help in multi-criteria decision making. Contractor selection involves complex decision making situationsthatdiscerning abilities and methods to make sound decisions. This paper has discussed in details on knowledge acquisition process and transforming the information to a manageable form for developing a theoretical model represents the AHP methodology. The AHP is a decision aiding tools based on multi- criteria decision making for dealing withcomplex and multi attribute decision. It was observed that the developed analytic hierarchy process (AHP) expert model works adequately and yields acceptable results as well as dragging accurate decisions in crane selection for a construction site. It was made clear from the output of Expert Choice, for eachofthecranetypes, that most of the area of the AHP priority stack is occupied by safety and building design, thus, showing the desired dominance of these two criteria in the selectionprocess.The developed model certainly eases the decision maker's mission of choosing the quantitative weights and making further calculations and, thereby,leavesthedecision makers less susceptible to human errors. Moreover, this approach does not require the decision makers to have any in-depth technological knowledge regarding the available specification of crane types and their capabilities. The pair- wise assessment through the verbal scaling made it easy for the expert to disseminate his/her comprehension and eventually reveal more representing knowledge and decisions. The above application of AHP theory is a step toward the elimination of bias or prejudice in the judgment of an expert, since the steps leading to the judgment are
  • 7. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 173 made explicit via relational assessment. This also helps uncover any gap in the expert‘s thinking in regard to qualitative factors in crane selection which may not have been considered. Let summaries the paper with conclusions of 1. Most of construction management problems are MCDM problems. Countering complexity of a problem to be solved four optimization methods can be used: multi-criteria, oriented cost, mono objective, multi objective. Elimination, optimization and probabilistic methods could be used byproject managers when making decisions. Multi-criteria aspect is significant when makingconstructionmanagement decisions. 2. The seven-stage model for solving decision making problems in contractor selectionhave beensuggested.Based on the literature overview and opinion of experts set of criteria was determined a) technical experience; b) performance recourses;c)financial stability;d)management performance and employees qualification; e) capacity; f) safety record; g) operation and equipment. 3. The proposed model was used to choose contractor for construction works of Kerala PWD. After analyzing all alternatives, the best contractor had been chosen. 4. The five-stage model for solving decision making problems in crane selection have been suggested. Based on the literature overview and opinion of experts set of criteria was determined a) building design b) capability c) economy d) safety e) site condition 5. The proposed model was used to choose crane for construction of apartment. After analyzing all alternatives, the best crane had been chosen REFERENCES 1. Doraid D, Faris A and Hayajneh M (2010), ‘Application of AHP process in Multi Criteria Analysis of the Selection of Cranes’Vol.4 no.5 page 567-578 2. Edmundas and Zenonas (2015),’Selecting a contractor by using a Novel Method for Multiple Attribute Analysis’, Studies in informatics and control,Vol.24 No.2 3. Gray, C. and Little, J., A systematic approach to the selection of an appropriate crane for a construction site, Construction Management and Economics,Vol. 3, 121–144, 1985 4. Jennifer Whyte and Angelos Stasis( 2015), ‘Managing change in the delivery of complex projects’JPMA-01741;No of pages 13 5. Książek, M., &Nowak,P.2011.Psychological aspects of decision-makinginconstructionLogistic.6/2011. 6. Kousalya P et.al.,(2012) ‘Analytical Hierarchy Process approach – An application of engineering education’ MathematicaAeterna, Vol.2,no.10,861 – 878 7. KumarNeerajJha,’ConstructionProjectManagement (Theory And Practice), Sixth Edition, Pearson India Education Services Pvt Ltd. 8. Ludovic-Alexandre Vida , Franck Marle and (2010) ‘Using a Delphi process and the Analytic Hierarchy Process (AHP) to evaluate the complexity of projects’, Expert Systems with Applications 38(2011) 5388-5405 9. Nishijima K, Faber M H and Straub D (2017),’Sustainable decisions for life cycle based design and maintenance, Australian Journal of civil engineering,vol 4 no.1 10. Olearezyk J and Al Hussein M (2014),’Intelligent Crane Management Algorithm for Construction Operation’,43:59-72 11. RemonFayek Aziz and Sherif Mohammed Hafez (2013), ‘Applying lean thinking in construction and performance improvement’,AlexanderEngineering Journal 52,679-695 12. Szafranko E (2017) ‘Decision problems in management of construction projects’, IOP Conf. Ser.: Mater. Sci. Eng. 251 012048 13. Whyte J, A. Stasis, C. Lindkvist, Managing change in the delivery of complex projects:Configuration management, asset information and big data‘, International Journal of Project Management 34(2) (2015) 339–351 14. ZavadskasZ. Turskis, J and Antuchevicienė(2015),’Selecting a contractor by using a novel methodformultipleattributeanalysis’: Weighted Aggregated Sum Product Assessment with grey values(WASPAS-G),StudiesinInformatics and Control 24(2) 141–150