Startseite A spherical fuzzy AHP model for contractor assessment during project life cycle
Artikel Open Access

A spherical fuzzy AHP model for contractor assessment during project life cycle

  • Hayder Ghazi Abdulkareem EMAIL logo und Kadhim Raheim Erzaij
Veröffentlicht/Copyright: 21. Juni 2022
Veröffentlichen auch Sie bei De Gruyter Brill

Abstract

Measurement of construction performance is essential to a clear image of the present situation. This monitoring by the management team is necessary to identify locations where performance is exceptionally excellent or poor and to identify the primary reasons so that the lessons gained may be exported to the firm and its progress strengthened. This research attempts to construct an integrated mathematical model utilizing one of the recent methodologies for dealing with the fuzzy representation of experts’ knowledge and judgment considering hesitancy called spherical fuzzy analytic hierarchy process (SFAHP) method to assess the contractor’s performance per the project performance parameters (cost, schedule, quality, leadership, and change management). At the same time, most project control systems are currently applied through software like Primavera P6 or MS Project. These look at a project’s cost and schedule status by following the earned value analysis for finding the performance. Based on decision makers’ preferences, the analytic hierarchy process (AHP) may be used to arrive at the optimum conclusion. AHP approaches are discussed, including AHP, grey-AHP, fuzzy-AHP, and SFAHP weights comparison. Calculation results showed that the spherical fuzzy approach differs significantly from the other approaches where it considers the decision maker’s hesitation when making linguistic multicriteria decisions and then, as a result, recommends applying periodically for performance measurement. This model can be viewed as a valuable way to help the decision-making stakeholders in the construction sector do the best job about critical issues at a suitable time.

1 Introduction

The term “project success” might indicate different things for various people. Success is defined in multiple ways depending on the business, project, or individual. As per Pariff and Sanvido, succeeding is an unquantifiable perceptual impression that varies according to management objectives, human qualities, and project stages. Owners, designers, consultants, contractors, and subcontractors all have project goals and success criteria [1]. The construction project’s success is a primary concern for most communities, governments, and users [2].

According to Chan and Chan [3], the definition of success for the project is constructed to provide criteria and standards that will assist project participants in completing projects with the desired outcomes. The nature of most businesses is dynamic, and the construction sector is no different, so its environment has gotten more rapid as technology, finances, and development procedures have become more unpredictable [3]. Companies are well aware of their difficulties and have found it necessary to establish systematic performance evaluation methodologies to acquire a competitive edge [4]. Any effort to enhance performance must begin with a clear understanding of the project status and where management wants to go, so that they cannot claim to be doing well until they know how well they are currently doing [5].

To assure project success, we need to design the planning and controlling project to make sure that the project works appropriately and is finished within constraints. This requires integrating and quantifying a wide range of performance factors.

Most project controls systems are currently applied through software like Primavera P6 or MS Project. These look at a project’s cost and schedule status by following the earned value analysis for finding the performance indicators.

2 Research methodology

The research methodology that will be followed in this research is shown in Figure 1.

Figure 1 
               Research methodology.
Figure 1

Research methodology.

3 Background

3.1 Construction performance

The goal of planning and controls for construction, an essential function of project management, is to make sure that the project works appropriately and is finished on time. Proper construction project progress monitoring necessitates integrating and quantifying a wide range of performance factors. Currently, most project-control systems only look at a project’s cost and schedule status. They do not look at other important characteristics of project performance, such as leadership, quality, and changes, which can be as critical as cost and schedule. While attempting to measure the performance of a project, only a few management processes can do so, having to take into account how the project is doing. Even when two project managers (PMs) utilize the same data, they can arrive at different conclusions about how well the same project performed [6]. Even though many people use key success indicators (KPIs) to analyze the performance of the business, there are some theoretical and empirical limits to their use. Because each indicator only evaluates a portion of the business’s activities, a thorough performance review must be based on examining many indications [7].

Another disadvantage of employing a collection of KPIs is that they cannot be utilized directly to generate improvement objectives. Each indicator must be compared to a reference value without respect for other components of the business activity that are not included in the hand. Performance measuring is a critical field of knowledge. Indeed, it is the driving force behind project management development [8]. However, most performance studies focus on KPIs that quantify the project results. These traditional metrics lack insight into the mechanisms for performance improvement, leaving them ineffective for internal management decision-making [9,10]. In other words, a performance management plan that considers project KPIs cannot be sustained in the current competitive and complicated context. PMs must take a proactive approach for managing the project’s performance rather than a reactive one [11].

Proactive approaches to performance management were proposed in light of these concerns. This strategy requires forward measurement, intending to determine the condition of the process that leads to improved results [8].

3.2 Design of performance measurement

Designing performance measurement helped generate appropriate, oriented performance indicators, while modeling system dynamics revealed how interdependencies among system components affect performance output. An effective problem-solving technique will aid in analyzing system performance, identifying restrictions, and devising an improvement strategy [12]. Khan and Wibisono demonstrated how this complexity could pose a problem for decision-makers. First, decision-makers may select the most critical performance indicators from various options [13].

An improperly chosen indicator may present a distorted image, resulting in local minimum or misaligned solutions. In addition, inadequate indicators may drive all stakeholders to concentrate only on short-term development initiatives [14]. In addition, conflicting financial and social goals might result in silo thinking, limiting system effectiveness [12]. If decision-makers do not realize the root causes of a system’s poor performance, they may be unable to resolve the issue [15].

In addition, Sarshar et al. stated that the industry can still evaluate the construction process systematically, prioritize business requirements, and allocate resources efficiently [16].

3.3 Success criteria for projects

According to Munns and Bjeirmi [17], a project accomplishes a specific objective through actions and tasks that consume resources [3]. As per the Oxford Dictionary (2022), a criterion is a standard or principle against which something is judged or by which a judgment is determined. The success definition, as per the Oxford Dictionary, is a “favorable outcome or the gaining of fame or prosperity.” When these two terms are combined, “project success criteria” refers to “a collection of principles or regulations that ensures beneficial results within a certain context.”

As Lye [18] points out, designing performance management systems entails examining the interrelated interactions between contextual variables and performance measurements. It is essential to choose performance indicators carefully to minimize the performance deviation and manage the tradeoff between financial and reliable concerns; all key stakeholders should view dynamic linkages between performance metrics. This visibility fosters collaboration inside the system, catalyzing system-wide improvement initiatives rather than local in scope. In addition, Cuthbertson and Piotrowicz [19] stated that performance measurement is a context-dependent procedure adapted to unique circumstances.

4 Multicriteria decision-making tools

The primary responsibility of a PM team in the construction industry is to complete the project within the agreed-upon time, cost, and quality restrictions [20]. As the construction process grows more challenging over time, controlling all project components demands a bird’s eye view of the project’s life cycle. In addition, most construction companies today use a document-based project management strategy, in which people are hired to collect data from different project stakeholders. So, a lot of construction data are usually collected in the field and organized in a way that does not consider how it will help manage the construction process. This shortfall is much more apparent in developing countries, where recurring cost overruns, low productivity, high waste, and lengthy delays in completing construction projects remain significant issues [21]. Therefore, using the analytic hierarchy process (AHP) method by construction management was one of the techniques implemented to solve that shortfall.

The following sections explain AHP with extensions related to fuzzy and uncertainty representations.

4.1 AHP method

AHP, which Saaty invented in 1988, is a highly effective tool for making multicriteria decisions and has been widely used to weight customer requirements. It has been used in many construction-related studies, including risk assessment and identification, sustainability assessment, and KPIs [2224]. The standard form of AHP was used in a lot of different decision support tools, including the selection of projects [25], prioritization, resource allocation [33], performance measurement [26], conflict resolution, and quality management [34], as well as strategic planning and policy formulation [27]. Estimated the relative relevance of client needs using a conjoint analysis approach. This technique compares customer needs pairwise to ascertain their relative significance [28].

4.2 Fuzzy-AHP method

Typically, pairwise comparison algorithms use crisp real numbers. Expert judgments of pairwise comparisons, on the other hand, are frequently subjective and imprecise [29]. Kwong and Bai [30] solved this limitation by presenting a fuzzy-AHP technique based on the extended analysis for estimating the importance weights of customer needs during the quality function deployment process. Sun et al. and Zheng et al. [31] presented another application of the integrated fuzzy-AHP model: expert selection for evaluating R&D projects and safety evaluation [28]. Therefore, including fuzzy approaches within the AHP framework appears viable for dealing with expert evaluations [29].

Except for the fuzzier formulation of pairwise comparisons, the proposed fuzzy-AHP model has the same phases as the standard AHP model. Frequently, the four steps are necessary for an AHP model [25,28]:

  • Define an issue by developing a model representing the problem’s essential aspects and relationships.

  • In pairs, compare items by producing judgments about their knowledge or thoughts.

  • Quantify the judgments using relevant numbers.

  • Using these numbers, determine the hierarchy’s components’ priority.

The fuzzy triangular membership function is mathematically defined as follows [28]:

(1) μ ( x ) = 0 , x < 1 , x 1 m 1 , l x m , u x u m , m x u , 0 , x > u .

4.3 Grey systems theory GST

Professor Deng presented his initial study on grey theory concepts in 1982 [32,47]. Grey systems theory (GST) is a successful approach for addressing discrete data issues and inadequate knowledge under uncertain settings, as shown in Figure 2. A system is grey if a portion of it has known data and another contains unknown data [34]. Uncertainty characteristics in prediction issues may be grouped into two categories: inadequate information and data mistakes. The distinctions between existing uncertain theories are frequently based on the nature of various uncertainties. Fuzzy and grey system theories share certain fundamental number sets [35,48].

Figure 2 
                  The concept of a grey system [37].
Figure 2

The concept of a grey system [37].

Typically, fuzzy mathematics represents situations where experts describe their uncertainty by a membership function, and Table 1 presents the differences between Grey and other different uncertainty approaches [35,36]. GST can be used when there are not enough experts, the data are not enough, or there are only a few examples, and it is impossible to figure out the membership function because there are not enough examples. GST is better than fuzzy theory because it takes into account uncertain situations. In other words, GST is better than fuzzy theory in uncertain environments.

Table 1

A comparison of grey system with other different uncertainty approaches [35,36]

Uncertainty research Grey system Fuzzy math. Prob. statistics Rough set
Research objects Poor information Cognitive Stochastic Boundary
Basic set Grey number set Fuzzy set Cantor set Approximate set
Describe method Possibility function Membership function Density function Upper, lower appr.
Procedure Sequence operator Cut set Frequency Dividing
Data requirement Any distribution Known membership Known distribution Equivalent rel.
Emphasis Intension Extension Intension Intension
Objective Law of reality Cognitive expression Historical law Approx. approaching
Characteristics Small data Depend on experience Large sample Information form

As a result, a grey set is a collection of data sets that can be described using grey relations, grey numbers, and grey matrices, among other techniques. If Z is a reference set, then in Eq. (2), two M x (Z) symbols indicate the grey set’s upper and lower bounds.

(2) M ¯ x ( Z ) : Z [ 0 , 1 ] M ̲ x ( Z ) : Z [ 0 , 1 ] M ¯ x ( Z ) M ̲ x ( Z ) .

If M ¯ x (Z) = M ̲ x (Z), then the grey set will be a fuzzy set that indicates GST inclusion over the fuzzy condition and its ability to deal with problems of fuzzy nature.

4.4 Advanced fuzzy extensions

Since its inception in 1965, fuzzy sets have gained widespread popularity in nearly every scientific discipline. Many other fuzzy set types have been added to the family of standard fuzzy sets: type 2 fuzzy sets, interval-valued fuzzy sets, intuitionistic fuzzy sets (IFS), fuzzy multisets, neutrosophic fuzzy sets (NS), nonstationary fuzzy sets, hesitant fuzzy sets, Pythagorean fuzzy sets (PFS), picture fuzzy sets, orthopair fuzzy sets, and spherical fuzzy sets (SFS) [5,38]. It begins with conventional fuzzy sets and progresses to newly designed varieties of fuzzy sets, as shown in Figure 3 [39]. Figure 4 shows the IFS, PFS, NS, and SFS geometric representations [38].

Figure 3 
                  Fuzzy sets extensions [39].
Figure 3

Fuzzy sets extensions [39].

Figure 4 
                  IFS, PFS, NS, and SFS geometric illustrations [38].
Figure 4

IFS, PFS, NS, and SFS geometric illustrations [38].

5 Spherical fuzzy sets

It is possible to design SFS that are built on the hesitancy π of a decision-maker regardless of membership μ and nonmembership υ degrees, provided that the following condition is met:

(3) 0 μ A 2 ( u ) + υ A 2 ( u ) + π A 2 ( u ) 1 u U .

On the sphere surface, Eq. (3) will be

(4) μ A 2 ( u ) + υ A 2 ( u ) + π A 2 ( u ) = 1 u U .

By deriving a membership function on a spherical surface and separately assigning its parameters to a broader domain, SFS enables decision-makers to generalize various extensions of fuzzy sets [39].

A SFSs A ˜ S of the universe U is given by:

(5) A ˜ S = { u , ( μ A ˜ S ( u ) , ν A ˜ S ( u ) , π A ˜ S ( u ) ) | u U } ,

where

μ A ˜ S ( u ) : U [ 0 , 1 ] ,   v A ˜ S ( u ) : U [ 0 , 1 ] , π A ˜ S ( u ) : U [ 0 , 1 ] .

For each u to Ãs , the refusal degree is calculated based on the values of the membership degree μ A ˜ S ( u ) , non-membership ν A ˜ S ( u ) , and hesitancy π A ˜ S ( u ) as follows [38,39]. Refusal degree is calculated as follows [55,56]:

(6) χ A ˜ S ( u ) = 1 μ A ˜ S 2 ( u ) ν A ˜ S 2 ( u ) π A ˜ S 2 ( u ) .

5.1 Zadeh’s SFS extension principle [39,41]:

For i = 1,…,n, U i be a universe and let V ≠ 0.

Let f: X i = 1 n 1   U i V be a mapping, where y = f(z1, …, zn).

Let zi be a linguistic variables on U i for i = 1,….,n. Assume that i, A ˜ S i is a SFS on U i and then, the output of mapping f is B ˜ S . For y ϵ V, the set B ˜ S is a SFS on V defined as follows:

(7) B ˜ S ( y ) = max Z ( y ) n min i = 1 μ A ˜ s i ( u i ) , min Z ( y ) n max i = 1 ν A ˜ s i ( u i ) , min Z ( y ) n min i = 1 π A ˜ s i ( u i ) u i U i , i = 1 , . . , n , if f 1 ( y ) 0 ,

where Z ( y ) = f 1 ( y ) .

For operators such as addition and multiplication,

(8) A ˜ S B ˜ S = { z , ( max Z = x + y min { μ A ˜ s ( x ) , μ B ˜ s ( y ) } ) , ( min Z = x + y max { ν A ˜ s ( x ) , ν B ˜ s ( y ) } ) , ( min Z = x + y min { π A ˜ s ( x ) , π B ˜ s ( y ) } ) } ,

(9) A ˜ S B ˜ S = { z , ( max Z = x y min { μ A ˜ s ( x ) , μ B ˜ s ( y ) } ) , ( min Z = x y max { ν A ˜ s ( x ) , ν B ˜ s ( y ) } ) , ( min Z = x y min { π A ˜ s ( x ) , π B ˜ s ( y ) } ) } .

The geometric mean of spherical weighted for w = (w 1, w 2,…, w n ); w i [ 0 , 1 ] ; i = 1 n w i = 1 , is defined as follows:

(10) SWGM w ( A ˜ S 1 , , A ˜ S n ) = A ˜ S 1 w 1 + A ˜ S 1 w 2 + + A ˜ S n w n = i = 1 n μ A ˜ s i w i , 1 i = 1 n ( 1 ν A ˜ s i 2 ) w i 1 / 2 , i = 1 n ( 1 μ A ˜ s i 2 ) w i i = 1 n ( 1 ν A ˜ s i 2 π A ˜ s i 2 ) w i 1 / 2 .

Table 2 shows the linguistic terms and their spherical fuzzy numbers with AHP score values.

Table 2

Spherical fuzzy representation of linguistic scale and their AHP score values [40]

AHP score Linguistic scale SF- [ μ ν π ]
9 AMI – absolutely more importance [0.9 0.1 0.1]
7 VHI – very high importance [0.8 0.2 0.2]
5 HI – high importance [0.7 0.3 0.3]
3 SMI – slightly more importance [0.6 0.4 0.4]
1 EI – equally importance [0.5 0.5 0.5]
1/3 SLI – slightly low importance [0.4 0.6 0.4]
1/5 LI – low importance [0.3 0.7 0.3]
1/7 VLI – very low importance [0.2 0.8 0.2]
1/9 ALI – absolutely low importance [0.1 0.9 0.1]

5.2 Consistency check

The consistency of decision-makers’ evaluations should verify. In calculating the consistency ratio (CR), an appropriate random consistency index value was picked based on the matrix’s size n. Then, the traditional CR is verified, and a threshold of 10% is defined [41].

6 Comparison of the results

To understand the difference among the four processes mentioned earlier, the author will use five criteria assumed pairwise that lead to a significant weight for the first criterion in the AHP method as an expert nonhesitancy to test the impact of fuzzy, grey, and spherical fuzzy methods on results. As presented in Table 3, the criteria AC1–AC5 represent five criteria for the pairwise comparison matrix.

Table 3

Pairwise comparison table

AC1 AC2 AC3 AC4 AC5
AC1 (EI) (SMI) (HI) (VHI) (AMI)
AC2 (SLI) (EI) (SMI) (HI) (VHI)
AC3 (LI) (SLI) (EI) (SMI) (HI)
AC4 (VLI) (LI) (SLI) (EI) (SMI)
AC5 (ALI) (VLI) (LI) (SLI) (EI)

Table 4 shows the calculations final results for the four processes, while Table 5 shows the results comparisons with AHP methods and clearly indicates that spherical fuzzy AHP significantly differs from the other processes.

Table 4

AHP, F-AHP, G-AHP, and SF-AHP calculation results

AHP F-AHP G-AHP SF-AHP
AC1 0.503 0.477 0.497 0.292
AC2 0.260 0.278 0.263 0.241
AC3 0.134 0.141 0.136 0.195
AC4 0.068 0.070 0.069 0.154
AC5 0.035 0.035 0.035 0.117
Table 5

F_AHP, G_AHP, and SF_AHP comparative analysis results with AHP

Indicator Diff% F-AHP with AHP Diff% G-AHP with AHP Diff% SF-AHP with AHP
AC1 –2.6% –0.5% –21.0%
AC2 1.7% 0.2% –1.9%
AC3 0.7% 0.2% 6.1%
AC4 0.2% 0.1% 8.6%
AC5 0.0% 0.1% 8.2%

7 A multiattribute performance evaluation for PA

Project evaluation and life cycle are depicted schematically in Figure 5. As illustrated, a project can be evaluated from conception to completion and entry into operation stages.

Figure 5 
               Role of project assessment during project life cycle.
Figure 5

Role of project assessment during project life cycle.

Using project assessment (PA) in the project development’s initial stages will lead planners to use the right/best ways to manage the elements that make the plan successful [41]. Implementing a PA helps identify areas of weak managerial performance and resource misalignment with the project’s goals and priorities, while the project is in progress. Steps will be taken to rebalance the management approach and correct any deficiencies that have been discovered [42].

Traditional project management control tools include information about incurred costs, measured work, and estimated completion dates, among other things. Thus, they often reflect the amount of work accomplished and the amount of time elapsed, among other things. PA is concerned with the state of managerial techniques (the enabling elements). PA considers that the way enabling factors are controlled has a significant but not exclusive impact on project outcomes. However, there is typically a gap between the time it takes to improve a project’s management and the time required to see the results through project progress review [42]. Figure 6 shows periodical reporting and assessment during the construction project life cycle; in addition, Table 6 shows the calculation of the indicator for the project performance.

Figure 6 
               Periodical reporting and assessment during construction project life cycle.
Figure 6

Periodical reporting and assessment during construction project life cycle.

Table 6

Indicators calculation for the project performance

Progress assessment Indicator calculation Description
AC1 Index for cost performance ICP = BCWP/ACWP The efficiency of the cost performance for the project
AC2 Index fox quality performance index IQP = (rework + cost deduction CD)/phase cost Consistency in the use of standards and processes for projects
AC3 Index for schedule performance ISP = BCWP/BCWS The efficiency of the schedule performance for the project
AC4 Index for leadership IL = Judgmental Range from 1 to 10
AC5 Index for change management ICM = (OC + VO)/OC Index for variation orders

BCWP = Budgeted cost of work performed: the total budgeted cost of completed work [45].

ACWP = Actual cost of work performed: the total cost of the work completed to date [45].

BCWS = Budgeted cost of work scheduled: the budgeted cost of scheduled work (as specified in the budget) to date [45].

IQP = field construction rework index: direct and indirect field rework costs divided by the total cost of the field construction phase.

According to the terminology, rework is anything done onsite without a change order, such as repeating field activities or removing previously installed work as part of the project, and the owner has detected no change in the scope [43,44]; and work accepted with cost deduction CD due to not complying with contract documents.

(11) CPPI = w 1 × AC 1 + w 2 × AC 2 + w 3 × AC 3 + w 4 × AC 4 + w 5 × AC 5 ,

where CPPI is the contractor project performance index, w i is the weight for indicator i in CPPI, and ACi is the performance indicator

7.1 Index for cost performance

The index for cost performance (ICP) is utilized to measure the project’s cost efficiency. Achieve the ICP by dividing earnings by actual costs. Any ICP of more than 1 indicates that there have been cost overruns [46].

7.2 Index for schedule performance

Project scheduling efficiency is measured using the index for schedule performance (ISP). This signifies that the project is behind schedule if ISP goes below 1 [46].

7.3 Index for quality performance

The quality of a project should be constantly monitored and enhanced. Consistency in applying project standards and processes and the material or component’s adherence to project specifications are measured using the index for quality performance (IQP). Project process inconsistency leads to excessive amounts of rework, insufficient audits, and nonconformance reports [43,44].

7.4 Index for leadership

Successful projects necessitate a high level of leadership ability. Leadership is critical throughout the project’s life cycle. Although good leadership is vital throughout the project’s lifecycle, it is essential during the early phases when the emphasis is on conveying the vision and motivating and inspiring project members to achieve high performance [46]. The leadership index is a subjective value assigned by the PM on a scale of 1–10 to the contractor manager’s ability and flexibility in guiding the project team and balancing project constraints.

7.5 Index for change management

Changes are the most crucial component of any construction project, as they occur among all parties involved. The official method of executing modifications in a project is through a change order, which permits the contractor to implement specified changes. These adjustments frequently result in project disagreements and possible litigation. Thus, the factors that drive change orders and their consequences on construction are crucial for any project [47,48]. The change management index reflects the cost percentage of change orders to the project cost.

Indicator and normalized values are shown in Table 7, along with a sample rating for each. Project professionals answer the following question to complete the judgment matrix W: “How much more important is Indicator 1 than Indicator 2 in terms of the total project performance.” Group discussion or the use of a questionnaire are used to achieve conclusions.

Table 7

Ratings, normalized, and index ranges for the assessment indicators (adapted from ref. [44])

Condition Rating Normalized range IQP ICP, ISP IL ICH
A Outstanding performance >1.15 ≤0.50 >1.15 9–10 <1*
B Exceeds target 1.05–1.14 0.51–1.0 1.05–1.14 7–8 1–1.03
C Within target 0.95–1.04 1.01–2.0 0.95–1.04 5–6 1.04–1.06
D Below target 0.85–0.94 2.01–4.0 0.85–0.94 3–4 1.07–1.10
E Poor performance ≤0.84 >4.01 ≤0.84 1–2 >1.10

*Negative change order.

Table 8 shows that the pairwise comparison reflects the expert judgment for five project performance indicators.

Table 8

Performance pairwise comparison table

AC1 AC2 AC3 AC4 AC5
AC1 (EI) (SMI) (VHI) (AMI) (VHI)
AC2 (SLI) (EI) (VHI) (HI) (VHI)
AC3 (VLI) (VLI) (EI) (SMI) (SMI)
AC4 (ALI) (LI) (SLI) (EI) (EI)
AC5 (VLI) (VLI) (SLI) (EI) (EI)

Table 9 shows the crisp weights for performance indicators. The model used permits the users to select from a list of indicators that are considered significant on a given project. These indicators were essential and demanded the project management team’s measurement and close monitoring.

Table 9

SF_AHP crisp weights for indicators

Crisp weights
AC1 0.300
AC2 0.262
AC3 0.169
AC4 0.135
AC5 0.134

As a result, the final equation for the calculation of the contractor performance index is as follows:

(12) CPPI = 0.3 × AC 1 + 0.262 × AC 2 + 0.169 × AC 3 + 0.135 × AC 4 + 0.134 × AC 5 .

8 Case study

Table 10 presents the indicators values for two contractors as a part of a monthly report

Table 10

Monthly indicators values for two contractors

Indicator Contractor 1 Contractor 2
ICP 0.95 0.97
IQP 1.35 1.2
ISP 1.05 0.94
IL 6 8
ICM 1.06 1.03

Tables 11 and 12 show each indicator’s normalized calculations with comments evaluating the indicator rate.

Table 11

Contractor 1 normalized calculations for indicators

Indicator Value Normalized value Comment
ICP 0.95 0.95 Within target
IQP 1.35 0.981 Within target
ISP 1.05 1.05 Within target
IL 6 1.04 Within target
ICM 1.06 1.04 Within target
Table 12

Contractor 2 normalized calculations for indicators

Indicator Value Normalized value Comment
ICP 0.97 0.97 Within target
IQP 1.2 0.967 Within target
ISP 0.94 0.94 Below target
IL 8 1.14 Within target
ICM 1.03 1.14 Exceed target

As per the CPPI equation for evaluation of contractor performance, the results and judgment by the management team are as follows:

CPPI1 = 0.3 * 0.95 + 0.262 * 0.981 + 0.169 * 1.05 + 0.135 * 1.04 + 0.134 * 1.04 = 0.999

Judgment of contractor 1’s overall performance within the acceptable range.

CPPI2 = 0.3 * 0.97 + 0.262 * 0.967 + 0.169 * 0.94 + 0.135 * 1.14 + 0.134 * 1.14 = 1.01

Judgment contractor 2 needs a recovery schedule with overall performance within the acceptable range and better than Contractor 1 even when he was behind the schedule.

As a result, the SF-AHP method could establish a construction assessment methodology for contractors’ overall performance that can be used in conjunction with standard assessments’ information to provide a complete picture of their performances.

9 Conclusion

Measurement of the project’s performance is essential to a clear image of the present situation; in addition, the management team should take a proactive approach to manage a project’s performance rather than a reactive one. This management team’s monitoring can be used in conjunction with standard assessment information to provide a complete picture of their performances by identifying the locations where performance is exceptionally excellent or poor and to determine the primary reasons so that the lessons gained may be exported to the firm and its progress strengthened.

This research constructed a three-dimensional, spherical fuzzy-based relative relevance vector as a recent extension of an ordinary fuzzy set based on the experts’ knowledge and judgment for the chosen project performance parameters (cost, schedule, quality, leadership, and change management).

The results analysis shows that the SF-AHP method is effectively used to solve unstructured, distributed project issues and could be used to compare contractors’ performance. It utilizes nonlinear fuzzy sets and matrices to create a matrix of relative priorities based on the team’s collective judgments and values. SF-AHP computations generate findings that differ from other approaches (AHP, F-AHP, and G-AHP), where they compensate for professional hesitancy and recommend if the individuals responsible for developing weights want to consider this parameter and match the organization’s goals.

Despite the benefits of the SF-AHP approach provided in the study, it may not be ideal for every situation since it consumes effort and complexity to gather the data. It may be challenging to agree on weights if we incorporate more than one expert in decision-making. A consensus among the experts on the comparative relevance of each criterion to the overall aim is strongly suggested.

Acknowledgment

This project is supported by Al-Mansour Contracting Company for Contracts, Ministry of Housing and Construction, Iraq, and the University of Baghdad in testing and supplying raw materials needed to achieve this work. The author gratefully acknowledges the support received from Al-Mansour Contracting Company.

  1. Funding information: The authors state no funding involved.

  2. Author contributions: All authors have accepted responsibility for the entire content of this manuscript and approved its submission.

  3. Conflict of interest: The authors state no conflict of interest.

References

[1] Parfitt M, Sanvido V. Checklist of Critical Success Factors for Building Projects. J Manag Eng. 1993;9:243–9.10.1061/(ASCE)9742-597X(1993)9:3(243)Suche in Google Scholar

[2] Alzahrani J, Emsley M. The impact of contractors’ attributes on construction project success: A post construction evaluation. Int J Proj Manag. 2013;31:313–22.10.1016/j.ijproman.2012.06.006Suche in Google Scholar

[3] Chan A, Chan A. Key performance indicators for measuring construction success. Benchmarking: An Int J. 2004;11:203–21.10.1108/14635770410532624Suche in Google Scholar

[4] Horta I, Camanho AS, Costa JMD. Performance assessment of construction companies integrating key performance indicators and data envelopment analysis. J Const Eng Manag ASCE. 2010 May.10.1061/(ASCE)CO.1943-7862.0000145Suche in Google Scholar

[5] Donyatalab Y, Seyfi SA, Farrokhizadeh E, Kutlu Gündoğdu F, Kahraman C. Spherical fuzzy linear assignment method for multiple criteria group decision-making problems. Informatica. 2020;31:707–22.10.15388/20-INFOR433Suche in Google Scholar

[6] Rad PFJCE-M. Project success attributes. 2003;45(4):23–9.Suche in Google Scholar

[7] Dlungwana D, Rwelamila P. The role of performance assessment tools in improving contractor performance in developing countries; Pretoria South Africa: CSIR Boutek; 2003.Suche in Google Scholar

[8] Almahmoud ES, Doloi HK, Panuwatwanich K. Linking project health to project performance indicators: Multiple case studies of construction projects in Saudi Arabia. Int J Proj Manag. 2012;30(3):296–307.10.1016/j.ijproman.2011.07.001Suche in Google Scholar

[9] Bassioni H, Price A, Hassan T. Performance measurement in construction. J Manag Eng – J Manage Eng. 2004;20:42–50.10.1061/(ASCE)0742-597X(2004)20:2(42)Suche in Google Scholar

[10] Atkinson R. Int J Proj Manag. 1999;17(6):337.10.1016/S0263-7863(98)00069-6Suche in Google Scholar

[11] Adamy A, Abu, Bakar AH. Developing a building-performance evaluation framework for post-disaster reconstruction: the case of hospital buildings in Aceh, Indonesia. Int J Constr Manag. 2021;21(1):56–77.10.1080/15623599.2018.1506903Suche in Google Scholar

[12] Irfani D, Wibisono D, Basri M. Integrating performance measurement, system dynamics, and problem-solving methods (Open Access). Int J Product Perform Manag. 2020;69(5):939–61.10.1108/IJPPM-12-2018-0456Suche in Google Scholar

[13] Khan M, Wibisono D. A hybrid knowledge-based performance measurement system. Bus Process Manag J. 2008;14:129–46.10.1108/14637150810864899Suche in Google Scholar

[14] Neely A, Gregory M, Platts K. Performance measurement system design: A literature review and research agenda. Int J Oper Prod Manag. 2005;25:1228–63.10.1108/01443579510083622Suche in Google Scholar

[15] Santos SP, Belton V, Howick S. Integrating system dynamics and multicriteria analysis: towards organisational learning for performance improvement. In: Hines JH, Diker VG, Langer RS, Rowe JI, editors. Proceedings of the 19th International Conference of the System Dynamics Society; 2001 Jul 23-27; Atlanta (GA), USA. System Dynamics Society; 2001.Suche in Google Scholar

[16] Sarshar M, Haigh R, Amaratunga RDG. Improving project processes: Best practice case study. Constr Innov. 2004;4:69–82.10.1108/14714170410815015Suche in Google Scholar

[17] Munns AK, Bjeirmi BF. The role of project management in achieving project success. Int J Proj Manag. 1996;14:81–7.10.1016/0263-7863(95)00057-7Suche in Google Scholar

[18] Lye JM. Performance measurement in the public sector: a clarification and agenda for research. Australian Account Rev. 2006;16(39):25–33.10.1111/j.1835-2561.2006.tb00357.xSuche in Google Scholar

[19] Cuthbertson R, Piotrowicz W. Performance measurement systems in supply chains: A framework for contextual analysis. Int J Product Perform Manag. 2011;60(6):583–602.10.1108/17410401111150760Suche in Google Scholar

[20] Wang J, Liu E-L, Luo G. Alalysis of time-cost-quality tradeoff optimization in construction project management. Xitong Gongcheng Xuebao. 2004;19:148–53.Suche in Google Scholar

[21] Ghoddousi P, Hosseini MR. A survey of the factors affecting the productivity of construction projects in Iran. Technol Econ Dev Econ. 2012;18:583–602.10.3846/20294913.2012.661203Suche in Google Scholar

[22] Saaty TL. What is the analytic hierarchy process? Mathematical models for decision support. G Mitra. 1988;109–21.10.1007/978-3-642-83555-1_5Suche in Google Scholar

[23] Aminbakhsh S, Gunduz M, Sonmez R. Safety risk assessment using analytic hierarchy process (AHP) during planning and budgeting of construction projects. J Saf Res. 2013;46:99–105.10.1016/j.jsr.2013.05.003Suche in Google Scholar PubMed

[24] Banihashemi S. The Integration of Industialized Building System (IBS) with BIM: A concept and theory to improve construction industry productivity. Germany: Lambert Academic Publishing; 2012.Suche in Google Scholar

[25] Mustafa M, Al-Bahar J. Project risk assessment using the analytic hierarchy process. IEEE Trans Eng Manag. 1991;38(1):46–52.10.1109/17.65759Suche in Google Scholar

[26] Barbarosoglu G, Pinhas D. Capital rationing in the public sector using analytic hierarchy process. Eng Economist. 1995;40:315–41.10.1080/00137919508903158Suche in Google Scholar

[27] Hongre L. Identifying the most promising business model by using the analytic hierarchy process approach. Amsterdam, Gaz De France: 23rd World Gas Conference; 2006.Suche in Google Scholar

[28] Nepal B, Yadav OP, Murat A. A fuzzy-AHP approach to prioritization of CS attributes in target planning for automotive product development. Expert Syst Appl. 2010;37:6775–86.10.1016/j.eswa.2010.03.048Suche in Google Scholar

[29] Chan A, Yung E, Lam P, Tam C, Cheung S. Application of Delphi method in selection of procurement systems for construction projects. Constr Manag Econ. 2001;19(7):699–718.10.1080/01446190110066128Suche in Google Scholar

[30] Kwong CK, Bai H. Determining the importance weights for the customer requirements in QFD using a fuzzy AHP with an extent analysis approach. IIE Trans. 2003;35(7):619–26.10.1080/07408170304355Suche in Google Scholar

[31] Zheng G, Zhu N, Tian Z, Chen Y, Sun B. Application of a trapezoidal fuzzy AHP method for work safety evaluation and early warning rating of hot and humid environments. Saf Sci. 2012;50(2):228–39.10.1016/j.ssci.2011.08.042Suche in Google Scholar

[32] Julong D. Introduction to grey system theory. J Grey Syst. 1989;1(1):1–24.Suche in Google Scholar

[33] Habib HM, Erzaij Kadhim R. Employ 6D-BIM model features for buildings sustainability assessment. IOP Conf Ser: Mater Sci Eng. 2020;901:012021.10.1088/1757-899X/901/1/012021Suche in Google Scholar

[34] Zareinejad M, Kaviani M, Esfahani M, Masoule F. Performance evaluation of services quality in higher education institutions using modified SERVQUAL approach with grey analytic hierarchy process (G-AHP) and multilevel grey evaluation. Decis Sci Lett. 2014;3:143–56.10.5267/j.dsl.2013.12.002Suche in Google Scholar

[35] Li C, Yang Y, Liu S. A greyness reduction framework for prediction of grey heterogeneous data. Soft Comput. 2020;24:17913–29.10.1007/s00500-020-05040-1Suche in Google Scholar

[36] Mahmoudi A, Javed S, Deng X. Earned duration management under uncertainty. Soft Comput. 2021;25:8921–40.10.1007/s00500-021-05782-6Suche in Google Scholar

[37] Chen Y-H, Tseng M-L, Lin R-J. Evaluating the customer perceptions on in-flight service quality. Afr J Bus Manag. 05/04 2011;5:2854–64.Suche in Google Scholar

[38] Kutlu Gündoğdu F, Kahraman C. A novel spherical fuzzy analytic hierarchy process and its renewable energy application. Soft Comput. 2020;24:4607–21.10.1007/s00500-019-04222-wSuche in Google Scholar

[39] Kahraman C, Gündoğdu FK. Decision making with spherical fuzzy sets: Theory and applications. 1st ed. Switzerland: Springer Nature; 2020.10.1007/978-3-030-45461-6Suche in Google Scholar

[40] Kahraman C, Cevik Onar S, Öztayşi B. Performance measurement of debt collection firms using spherical fuzzy aggregation operators. In: Kahraman C, Cebi S, Cevik Onar S, Oztaysi B, Tolga A, Sari I, editors. Intelligent and fuzzy techniques in big data analytics and decision making. Cham: Springer Nature; 2020. p. 506–14.10.1007/978-3-030-23756-1_63Suche in Google Scholar

[41] Saaty TL, Vargas LG. Models, methods, concepts & Applications of the analytic hierarchy process. 2nd ed. New York: Springer; 2001.10.1007/978-1-4615-1665-1Suche in Google Scholar

[42] Jaafari A. Project and program diagnostics: A systemic approach. Int J Proj Manag. 2007;25:781–90.10.1016/j.ijproman.2007.05.008Suche in Google Scholar

[43] Fayek AR, Dissanayake M, Campero O. Developing a standard methodology for measuring and classifying construction field rework. Can J Civ Eng. 2004;31(6):1077–89.10.1139/l04-068Suche in Google Scholar

[44] Nassar N, Abourizk S. Practical application for integrated performance measurement of construction projects. J Manag Eng. 2014;30:04014027.10.1061/(ASCE)ME.1943-5479.0000287Suche in Google Scholar

[45] PMI. A Guide to the project management body of knowledge (PMBOK Guide). 6th ed. Pennsylvania, USA: Project Management Institute; 2017. www.PMI.org.Suche in Google Scholar

[46] Desai J, Pitroda DJ, Bhavsar P. A review on change order and assessing causes affecting change order in construction. J Int Acad Res Multidiscip. 2015;2(12):152–62.Suche in Google Scholar

[47] Erzaij K, Rashid HA, Hatem WA, Abdulkareem H. Sustainability and recovery project management implementation on construction projects in Iraq. J Green Eng (JGE). 2020;10(10):7621–33.10.1515/eng-2020-0064Suche in Google Scholar

[48] Asbai-Ghoudan R, Ruiz de Galarreta S, Rodriguez-Florez N. Analytical model for the prediction of permeability of triply periodic minimal surfaces. J Mech Behav Biomed Mater. 2021;124:10484.10.1016/j.jmbbm.2021.104804Suche in Google Scholar PubMed

Received: 2022-04-06
Revised: 2022-04-18
Accepted: 2022-04-20
Published Online: 2022-06-21

© 2022 Hayder Ghazi Abdulkareem and Kadhim Raheim Erzaij, published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

Artikel in diesem Heft

  1. Research Articles
  2. Calcium carbonate nanoparticles of quail’s egg shells: Synthesis and characterizations
  3. Effect of welding consumables on shielded metal arc welded ultra high hard armour steel joints
  4. Stress-strain characteristics and service life of conventional and asphaltic underlayment track under heavy load Babaranjang trains traffic
  5. Corrigendum to: Statistical mechanics of cell decision-making: the cell migration force distribution
  6. Prediction of bearing capacity of driven piles for Basrah governatore using SPT and MATLAB
  7. Investigation on microstructural features and tensile shear fracture properties of resistance spot welded advanced high strength dual phase steel sheets in lap joint configuration for automotive frame applications
  8. Experimental and numerical investigation of drop weight impact of aramid and UHMWPE reinforced epoxy
  9. An experimental study and finite element analysis of the parametric of circular honeycomb core
  10. The study of the particle size effect on the physical properties of TiO2/cellulose acetate composite films
  11. Hybrid material performance assessment for rocket propulsion
  12. Design of ER damper for recoil length minimization: A case study on gun recoil system
  13. Forecasting technical performance and cost estimation of designed rim wheels based on variations of geometrical parameters
  14. Enhancing the machinability of SKD61 die steel in power-mixed EDM process with TGRA-based multi criteria decision making
  15. Effect of boron carbide reinforcement on properties of stainless-steel metal matrix composite for nuclear applications
  16. Energy absorption behaviors of designed metallic square tubes under axial loading: Experiment-based benchmarking and finite element calculation
  17. Synthesis and study of magnesium complexes derived from polyacrylate and polyvinyl alcohol and their applications as superabsorbent polymers
  18. Artificial neural network for predicting the mechanical performance of additive manufacturing thermoset carbon fiber composite materials
  19. Shock and impact reliability of electronic assemblies with perimeter vs full array layouts: A numerical comparative study
  20. Influences of pre-bending load and corrosion degree of reinforcement on the loading capacity of concrete beams
  21. Assessment of ballistic impact damage on aluminum and magnesium alloys against high velocity bullets by dynamic FE simulations
  22. On the applicability of Cu–17Zn–7Al–0.3Ni shape memory alloy particles as reinforcement in aluminium-based composites: Structural and mechanical behaviour considerations
  23. Mechanical properties of laminated bamboo composite as a sustainable green material for fishing vessel: Correlation of layer configuration in various mechanical tests
  24. Singularities at interface corners of piezoelectric-brass unimorphs
  25. Evaluation of the wettability of prepared anti-wetting nanocoating on different construction surfaces
  26. Review Article
  27. An overview of cold spray coating in additive manufacturing, component repairing and other engineering applications
  28. Special Issue: Sustainability and Development in Civil Engineering - Part I
  29. Risk assessment process for the Iraqi petroleum sector
  30. Evaluation of a fire safety risk prediction model for an existing building
  31. The slenderness ratio effect on the response of closed-end pipe piles in liquefied and non-liquefied soil layers under coupled static-seismic loading
  32. Experimental and numerical study of the bulb's location effect on the behavior of under-reamed pile in expansive soil
  33. Procurement challenges analysis of Iraqi construction projects
  34. Deformability of non-prismatic prestressed concrete beams with multiple openings of different configurations
  35. Response of composite steel-concrete cellular beams of different concrete deck types under harmonic loads
  36. The effect of using different fibres on the impact-resistance of slurry infiltrated fibrous concrete (SIFCON)
  37. Effect of microbial-induced calcite precipitation (MICP) on the strength of soil contaminated with lead nitrate
  38. The effect of using polyolefin fiber on some properties of slurry-infiltrated fibrous concrete
  39. Typical strength of asphalt mixtures compacted by gyratory compactor
  40. Modeling and simulation sedimentation process using finite difference method
  41. Residual strength and strengthening capacity of reinforced concrete columns subjected to fire exposure by numerical analysis
  42. Effect of magnetization of saline irrigation water of Almasab Alam on some physical properties of soil
  43. Behavior of reactive powder concrete containing recycled glass powder reinforced by steel fiber
  44. Reducing settlement of soft clay using different grouting materials
  45. Sustainability in the design of liquefied petroleum gas systems used in buildings
  46. Utilization of serial tendering to reduce the value project
  47. Time and finance optimization model for multiple construction projects using genetic algorithm
  48. Identification of the main causes of risks in engineering procurement construction projects
  49. Identifying the selection criteria of design consultant for Iraqi construction projects
  50. Calibration and analysis of the potable water network in the Al-Yarmouk region employing WaterGEMS and GIS
  51. Enhancing gypseous soil behavior using casein from milk wastes
  52. Structural behavior of tree-like steel columns subjected to combined axial and lateral loads
  53. Prospect of using geotextile reinforcement within flexible pavement layers to reduce the effects of rutting in the middle and southern parts of Iraq
  54. Ultimate bearing capacity of eccentrically loaded square footing over geogrid-reinforced cohesive soil
  55. Influence of water-absorbent polymer balls on the structural performance of reinforced concrete beam: An experimental investigation
  56. A spherical fuzzy AHP model for contractor assessment during project life cycle
  57. Performance of reinforced concrete non-prismatic beams having multiple openings configurations
  58. Finite element analysis of the soil and foundations of the Al-Kufa Mosque
  59. Flexural behavior of concrete beams with horizontal and vertical openings reinforced by glass-fiber-reinforced polymer (GFRP) bars
  60. Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software
  61. The behavior of piled rafts in soft clay: Numerical investigation
  62. The impact of evaluation and qualification criteria on Iraqi electromechanical power plants in construction contracts
  63. Performance of concrete thrust block at several burial conditions under the influence of thrust forces generated in the water distribution networks
  64. Geotechnical characterization of sustainable geopolymer improved soil
  65. Effect of the covariance matrix type on the CPT based soil stratification utilizing the Gaussian mixture model
  66. Impact of eccentricity and depth-to-breadth ratio on the behavior of skirt foundation rested on dry gypseous soil
  67. Concrete strength development by using magnetized water in normal and self-compacted concrete
  68. The effect of dosage nanosilica and the particle size of porcelanite aggregate concrete on mechanical and microstructure properties
  69. Comparison of time extension provisions between the Joint Contracts Tribunal and Iraqi Standard Bidding Document
  70. Numerical modeling of single closed and open-ended pipe pile embedded in dry soil layers under coupled static and dynamic loadings
  71. Mechanical properties of sustainable reactive powder concrete made with low cement content and high amount of fly ash and silica fume
  72. Deformation of unsaturated collapsible soils under suction control
  73. Mitigation of collapse characteristics of gypseous soils by activated carbon, sodium metasilicate, and cement dust: An experimental study
  74. Behavior of group piles under combined loadings after improvement of liquefiable soil with nanomaterials
  75. Using papyrus fiber ash as a sustainable filler modifier in preparing low moisture sensitivity HMA mixtures
  76. Study of some properties of colored geopolymer concrete consisting of slag
  77. GIS implementation and statistical analysis for significant characteristics of Kirkuk soil
  78. Improving the flexural behavior of RC beams strengthening by near-surface mounting
  79. The effect of materials and curing system on the behavior of self-compacting geopolymer concrete
  80. The temporal rhythm of scenes and the safety in educational space
  81. Numerical simulation to the effect of applying rationing system on the stability of the Earth canal: Birmana canal in Iraq as a case study
  82. Assessing the vibration response of foundation embedment in gypseous soil
  83. Analysis of concrete beams reinforced by GFRP bars with varying parameters
  84. One dimensional normal consolidation line equation
Heruntergeladen am 5.9.2025 von https://www.degruyterbrill.com/document/doi/10.1515/jmbm-2022-0042/html
Button zum nach oben scrollen