Hybrid Methods for Selecting Precast Concrete Suppliers Based on Factory Capacity
Abstract
1. Introduction
2. Literature Review
2.1. Methods Utilized for Selecting a Supplier
2.2. Previous Studies on the Relationship Between Factory Supplier Capacity and Its Quality
2.3. Overview of Integrated Decision-Making Methodologies
2.4. Gap in Knowledge
3. Methodology
3.1. Collect Data
3.2. Identify the Significant Criteria
3.3. Determine Quality Weight
3.4. Estimate the CQW of the Alternative Based on Its Capacity
Determining the CQW by PCA
3.5. Estimate Each Supplier’s Qi Score Using the WASPAS Method
3.6. Compute VE and Ranking
4. Sensitivity Analysis
4.1. Sensitivity to Changes in Criteria Weights
4.2. Sensitivity to the Lambda (λ) Parameter
5. Validation
6. Discussion
6.1. Practies and Implementation
6.2. Comparative Advantages of the Proposed Framework
7. Conclusions
- The framework’s ability to rank suppliers in a manner perfectly consistent with expert judgment (Spearman’s coefficient = 1.0) validates its core premise: that a supplier’s production capacity is a robust indicator of its overall quality and reliability. The top-ranked supplier (A3) demonstrated a superior capacity, which translated into a higher Value Engineering (VE) score, confirming that in capital-intensive projects, capacity is a critical differentiator.
- The SWARA revealed that “Method of payment” was the most heavily weighted criterion by the expert panel. This indicates that in the Saudi Arabian construction context, a supplier’s financial terms and their impact on a contractor’s cash flow are considered paramount, often outweighing purely technical specifications in the final decision-making calculus.
- The novel use of PCA to systematically link an objective metric (factory capacity) to the subjective quality criteria (the CQW matrix) proved highly effective. This automated approach reduces the subjective burden on decision-makers, enhances consistency, and provides a transparent, data-driven foundation for the evaluation, addressing a common limitation in many traditional MCDM models.
- The framework demonstrated high stability in the sensitivity analysis, with rankings remaining consistent despite significant variations in criteria weights and aggregation parameters. This robustness, combined with the strong validation against expert opinion, establishes the proposed hybrid model as an unprecedentedly effective and reliable tool for strategic supplier selection in the precast concrete industry.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
Appendix A
Customer satisfactory survey | |||||||||
---|---|---|---|---|---|---|---|---|---|
Company Name: | Location: | ||||||||
ATTN: | Project(s) date/duration: | ||||||||
P.O. Box: | Tel: | ||||||||
E-Mail: | Fax: | Survey date: | |||||||
Inspection/Project: | |||||||||
Please mark √ against the boxes below based on your assessment of our services to your esteemed organization. | |||||||||
You need not write your name on this sheet if you feel so. We would appreciate your sincere comments and valid suggestions for improvement. | |||||||||
SL | Description | Poor | Satisfactory | Good | Very good | Excellent | |||
1 | Material suitability with the required specification | 3 | |||||||
2 | Guarantee conditions | 3 | |||||||
3 | Method of payments | 2 | 1 | ||||||
4 | Accuracy of the quantity sent | 3 | |||||||
5 | On-time delivery | 2 | 1 | ||||||
6 | Easy to communicate | 3 | |||||||
7 | Quick response regarding the quality problem | 1 | 2 | ||||||
8 | Quick response regarding urgent order | 1 | 2 | ||||||
9 | Technical expertise | 3 | |||||||
General remarks/Comments/Suggestions: | |||||||||
Name: | Signature: |
Denoted | Criteria | Rank | |||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | ||
C1 | Material suitability with the required specification | ||||||||||
C2 | Guarantee conditions | ||||||||||
C3 | Method of payments | ||||||||||
C4 | Accuracy of the quantity sent | ||||||||||
C5 | On-time delivery | ||||||||||
C6 | Easy to communicate | ||||||||||
C7 | Quick response regarding the quality problem | ||||||||||
C8 | Quick response regarding urgent order | ||||||||||
C9 | Technical expertise |
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S. No | Author(s) and Year | Research Intentions | Unit of Analysis | Tool of Analysis | Approach |
---|---|---|---|---|---|
1 | [16] | building materials | Industry | Analytical Hierarchy Process (AHP) and Fuzzy Analytic Hierarchical Process (FAHP) | Findings are available in the literature, as well as the authors’ own experience |
2 | [11] | cement | Industry | Stepwise Weight Assessment Ratio Analysis (SWARA) and Weighted Aggregated Sum Product Assessment (WASPAS) | Brainstorming sessions for SWARA and WASPS with a set of experts |
3 | [18] | lime | Firm | Analytic Hierarchical Process (AHP) and sensitivity analysis | Meetings with a team of AKG decision-makers |
4 | [24] | fresh fruit | Firm | Preference Ranking Organization Method for Enrichment of Evaluations—Geometrical Analysis for Interactive Assistance (PROMETHEE-GAIA) | Use of expert knowledge from specialists |
5 | [25] | high-tech industries | Industry | Stepwise Weight Assessment Ratio Analysis (SWARA) | Integrating the reliability evaluation of experts’ ideas into the first step of SWARA |
6 | [12] | feldspar | Firm | Analytical Hierarchy Process (AHP) | Questionnaires and an interview |
7 | [23] | textile supplier | Firm | Fuzzy Analytic Hierarchy Process (FAHP) and fuzzy extension of Operational Competitiveness Rating (Fuzzy OCRA) | Questionnaires |
8 | [17] | an HVAC system | Industry | AHP, pairwise, Function Analysis System (FAST), and Monte Carlo techniques | Interviews and case study |
9 | [19] | the quality evaluation of suppliers | Industry | AHP and Modified Likelihood Ratio (MLR) selection rule | Review of the existing literature |
10 | [20] | material suppliers’ systematic selection in the automotive industry | Firm | AHP, Failure Mode and Effect Analysis (FMEA) | Case study |
11 | [13] | evaluation of green construction suppliers | Firm | Fuzzy sets: simple multi-attribute rating technique (SMART) and WASPAS | A group of decision-makers, including three experts |
12 | [15] | to evaluate and select a desirable sustainable supplier within the HFS context | Firm | COPRAS (Complex Proportional Assessment) and SWARA (Stepwise Weight Assessment Ratio Analysis) | Use of expert knowledge from a team of managers |
13 | [21] | construction material | Firm | Fuzzy AHP | Case study |
14 | [26] | financial and non-financial losses | Firm | Analytical Hierarchy Process (AHP) and Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) | Qualitative opinions based on pairwise comparisons |
15 | [27] | building material | Firm | Intuitionistic Fuzzy Analytic Hierarchy Process (IFAHP) Model | Knowledgeable and experienced experts |
16 | [14] | ceramic tile company | Firm | Fuzzy Analytic Hierarchical Process (Fuzzy AHP) and Fuzzy Technique for Order Preference by Similarity to Ideal Solution (Fuzzy TOPSIS) | A real-world case study |
17 | [28] | quality attributes | Industry | Weighted Sum Model (WSM) | A survey targeting renowned contractors in Pakistan |
18 | [22] | building and construction industry suppliers | Industry | Fuzzy Analytical Hierarchy Process (FAHP) and a Preference Ranking Organization Method for Enrichment of Evaluations II (PROMETHEE II) | Literature reviews and expert feedback |
19 | [29] | intelligent agents | Industry | Trust-based recommender system for the peer production services (TREPPS) model, Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) | Case study |
20 | [30] | to develop a framework for selecting appropriate foundation types | Firm | Function Analysis System Technique (FAST), SWARA, WASPAS, and Value Engineering (VE) methods | Reviewing international standards, expert interviews, and the literature |
# | Criterion | Author(s) |
---|---|---|
C1 | Material suitability with the required specification | [12] |
C2 | Guarantee conditions | [43] |
C3 | Method of payment | [12] |
C4 | Accuracy of the quantity sent | [12] |
C5 | On-time delivery | [12] |
C6 | Easy communication | [43] |
C7 | Quick response regarding quality problems | [12] |
C8 | Quick response regarding an urgent order | [12] |
C9 | Technical expertise | [43] |
C10 | Cost | [14] |
C11 | Production capacity | [44] |
C12 | Experience and track record | [22] |
C13 | Sustainability practices | [15] |
C14 | Supply chain management | [11] |
C15 | Safety standards | [45] |
Expert | Sector | Position | Years of Experience |
---|---|---|---|
Exp. 1 | Governmental | Supplier relationship manager | 13 |
Exp. 2 | Private | Construction manager | 23 |
Exp. 3 | Private | Procurement manager | 18 |
Exp. 4 | Governmental | Supplier relationship specialist | 9 |
Exp. 5 | Governmental | Supply chain supervisor | 12 |
Exp. 6 | Private | Project manager | 12 |
Exp. 7 | Private | Project manager | 10 |
C1 | C2 | C3 | C4 | C5 | C6 | C7 | C8 | C9 | |
---|---|---|---|---|---|---|---|---|---|
Exp. 1 | 2 | 3 | 1 | 7 | 4 | 6 | 8 | 9 | 5 |
Exp. 2 | 1 | 4 | 2 | 8 | 3 | 9 | 5 | 6 | 7 |
Exp. 3 | 3 | 2 | 4 | 5 | 1 | 7 | 9 | 8 | 6 |
Exp. 4 | 3 | 4 | 2 | 7 | 1 | 8 | 9 | 5 | 6 |
Exp. 5 | 3 | 4 | 1 | 8 | 2 | 9 | 7 | 6 | 5 |
Exp. 6 | 2 | 4 | 1 | 9 | 3 | 8 | 5 | 7 | 6 |
Exp. 7 | 2 | 3 | 1 | 8 | 5 | 7 | 6 | 9 | 4 |
RII | S | K | q | W | |
---|---|---|---|---|---|
C6 | 0.857143 | 1.000 | 1.000 | 0.171 | |
C4 | 0.825397 | 0.038 | 1.038 | 0.963 | 0.165 |
C8 | 0.793651 | 0.040 | 1.040 | 0.926 | 0.159 |
C7 | 0.777778 | 0.020 | 1.020 | 0.907 | 0.156 |
C9 | 0.619048 | 0.256 | 1.256 | 0.722 | 0.124 |
C2 | 0.380952 | 0.625 | 1.625 | 0.444 | 0.076 |
C5 | 0.301587 | 0.263 | 1.263 | 0.352 | 0.060 |
C1 | 0.253968 | 0.188 | 1.188 | 0.296 | 0.051 |
C3 | 0.190476 | 0.333 | 1.333 | 0.222 | 0.038 |
No | Q1 | Q2 | Q3 | Q4 | Q5 | Q6 | Q7 | Q8 | Q9 |
---|---|---|---|---|---|---|---|---|---|
Exp. 1 | 4 | 3 | 5 | 5 | 5 | 5 | 5 | 5 | 4 |
Exp. 2 | 4 | 4 | 1 | 3 | 4 | 3 | 3 | 1 | 4 |
Exp. 3 | 0 | 0 | 2 | 0 | 5 | 0 | 0 | 5 | 3 |
Exp. 4 | −1 | −2 | −4 | −4 | −5 | −4 | −4 | −4 | −4 |
Exp. 5 | 0 | 0 | 0 | −5 | −5 | 0 | 0 | −5 | 0 |
Exp. 6 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Exp. 7 | −1 | −2 | −3 | −2 | −2 | −4 | 0 | 0 | 5 |
Exp. 8 | 5 | 5 | 0 | 5 | 5 | 4 | 3 | 5 | 5 |
Exp. 9 | 4 | 4 | 4 | 4 | 5 | 4 | 4 | 4 | 4 |
Exp. 10 | 3 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 5 |
Exp. 11 | 3 | 4 | 0 | 0 | 5 | −3 | −2 | 3 | 4 |
Exp. 12 | 5 | 4 | 4 | 4 | −2 | 4 | −2 | −3 | 5 |
Exp. 13 | 3 | 4 | 0 | 4 | 4 | 0 | 1 | 2 | 3 |
Exp. 14 | 0 | 0 | 3 | 2 | 5 | 5 | 5 | 5 | 1 |
Exp. 15 | 3 | 0 | 5 | 0 | 0 | 0 | 4 | 5 | 5 |
Exp. 16 | 0 | 3 | 0 | 0 | 3 | 0 | 4 | 5 | 4 |
Exp. 17 | 5 | 5 | 3 | 2 | 5 | 5 | 5 | 3 | 5 |
Exp. 18 | −5 | 3 | 1 | −1 | 1 | 1 | −5 | −4 | −5 |
Exp. 19 | 4 | 4 | 4 | 5 | 3 | 2 | 3 | 4 | 5 |
Exp. 20 | 1 | 2 | 3 | 2 | 5 | 3 | 2 | 4 | 4 |
Kaiser–Meyer–Olkin Measure of Sampling Adequacy | 0.708 | |
---|---|---|
Bartlett’s Test of Sphericity | Approx. Chi-Square | 142.271 |
df | 36 | |
Sig. | 0.000 |
Component | Initial Eigenvalues | |||
---|---|---|---|---|
Total | % of Variance | Cumulative % | ||
Raw | 1 | 49.117 | 63.179 | 63.179 |
2 | 9.345 | 12.020 | 75.199 | |
3 | 7.474 | 9.613 | 84.813 | |
4 | 5.823 | 7.490 | 92.302 | |
5 | 2.405 | 3.094 | 95.396 | |
6 | 1.479 | 1.903 | 97.299 | |
7 | 1.059 | 1.362 | 98.660 | |
8 | 0.732 | 0.941 | 99.602 | |
9 | 0.310 | 0.398 | 100.000 |
Component | ||
---|---|---|
1 | 2 | |
C1 | 1.865 | 1.010 |
C2 | 1.827 | 0.436 |
C3 | 1.760 | 0.893 |
C4 | 2.383 | 1.350 |
C5 | 1.371 | 2.611 |
C6 | 2.484 | 0.717 |
C7 | 1.130 | 2.330 |
C8 | 0.568 | 3.355 |
C9 | 1.170 | 2.002 |
RML | ||
---|---|---|
C1 | 1.865 | 0.128 |
C2 | 1.827 | 0.125 |
C3 | 1.760 | 0.121 |
C4 | 2.383 | 0.164 |
C5 | 1.371 | 0.094 |
C6 | 2.484 | 0.171 |
C7 | 1.130 | 0.078 |
C8 | 0.568 | 0.039 |
C9 | 1.170 | 0.080 |
∑ | 1.000 |
Alternative Supplier | Capacity per Year (m3) | ) (m3) | |
---|---|---|---|
A1 | 360,000 | 986 | 0.72 |
A2 | 300,000 | 822 | 0.6 |
A3 | 500,000 | 1370 | 1 |
A4 | 300,000 | 822 | 0.6 |
A5 | 250,000 | 685 | 0.5 |
C1 | C2 | C3 | C4 | C5 | C6 | C7 | C8 | C9 | |
---|---|---|---|---|---|---|---|---|---|
A1 | 0.092 | 0.09 | 0.087 | 0.118 | 0.118 | 0.068 | 0.123 | 0.056 | 0.028 |
A2 | 0.077 | 0.075 | 0.073 | 0.098 | 0.098 | 0.056 | 0.103 | 0.047 | 0.023 |
A3 | 0.128 | 0.125 | 0.121 | 0.164 | 0.164 | 0.094 | 0.171 | 0.078 | 0.039 |
A4 | 0.077 | 0.075 | 0.073 | 0.098 | 0.098 | 0.056 | 0.103 | 0.047 | 0.023 |
A5 | 0.064 | 0.063 | 0.061 | 0.082 | 0.082 | 0.047 | 0.086 | 0.039 | 0.02 |
C1 | C2 | C3 | C4 | C5 | C6 | C7 | C8 | C9 | WSM | |
---|---|---|---|---|---|---|---|---|---|---|
A1 | 0.005 | 0.007 | 0.003 | 0.019 | 0.007 | 0.012 | 0.019 | 0.009 | 0.003 | 0.085 |
A2 | 0.004 | 0.006 | 0.003 | 0.016 | 0.006 | 0.010 | 0.016 | 0.007 | 0.003 | 0.070 |
A3 | 0.007 | 0.010 | 0.005 | 0.027 | 0.010 | 0.016 | 0.027 | 0.012 | 0.005 | 0.118 |
A4 | 0.004 | 0.006 | 0.003 | 0.016 | 0.006 | 0.010 | 0.016 | 0.007 | 0.003 | 0.070 |
A5 | 0.003 | 0.005 | 0.002 | 0.014 | 0.005 | 0.008 | 0.013 | 0.006 | 0.002 | 0.059 |
C1 | C2 | C3 | C4 | C5 | C6 | C7 | C8 | C9 | WPM | |
---|---|---|---|---|---|---|---|---|---|---|
A1 | 0.885 | 0.833 | 0.911 | 0.703 | 0.880 | 0.631 | 0.721 | 0.632 | 0.642 | 0.077 |
A2 | 0.877 | 0.821 | 0.905 | 0.682 | 0.870 | 0.611 | 0.701 | 0.615 | 0.626 | 0.064 |
A3 | 0.900 | 0.854 | 0.923 | 0.742 | 0.897 | 0.667 | 0.759 | 0.667 | 0.669 | 0.107 |
A4 | 0.877 | 0.821 | 0.905 | 0.682 | 0.870 | 0.611 | 0.701 | 0.615 | 0.626 | 0.064 |
A5 | 0.869 | 0.810 | 0.899 | 0.662 | 0.861 | 0.593 | 0.682 | 0.597 | 0.616 | 0.054 |
WSM | WPM | WASPAS | |
---|---|---|---|
A1 | 0.085 | 0.077 | 0.081 |
A2 | 0.070 | 0.064 | 0.067 |
A3 | 0.118 | 0.107 | 0.112 |
A4 | 0.070 | 0.064 | 0.067 |
A5 | 0.059 | 0.054 | 0.056 |
Alternatives to the Supplier | WASPAS | Cost (SAR/m2) | Normalization of Cost (Cost/Max Cost) | VE | Normalized VE = VEi/Max(VEi) | Rank |
---|---|---|---|---|---|---|
A1 | 0.081 | 125 | 0.96 | 0.084 | 0.693 | 3 |
A2 | 0.067 | 130 | 1 | 0.067 | 0.550 | 5 |
A3 | 0.112 | 120 | 0.92 | 0.122 | 1.000 | 1 |
A4 | 0.067 | 95 | 0.73 | 0.092 | 0.754 | 2 |
A5 | 0.056 | 100 | 0.77 | 0.073 | 0.597 | 4 |
Scenario | Weight of C6 (w6) | A1 Rank | A2 Rank | A3 Rank | A4 Rank | A5 Rank | Final Ranking (A3 > A4 > A1 > A5 > A2) |
---|---|---|---|---|---|---|---|
Base Case | 0.171 | 3 | 5 | 1 | 2 | 4 | A3 > A4 > A1 > A5 > A2 |
Scenario 1 (+10%) | 0.188 | 3 | 5 | 1 | 2 | 4 | A3 > A4 > A1 > A5 > A2 |
Scenario 2 (+20%) | 0.205 | 3 | 5 | 1 | 2 | 4 | A3 > A4 > A1 > A5 > A2 |
Scenario 3 (+30%) | 0.222 | 3 | 5 | 1 | 2 | 4 | A3 > A4 > A1 > A5 > A2 |
A1 | A2 | A3 | A4 | A5 | |
---|---|---|---|---|---|
Exp. 1 | 8 | 6 | 10 | 9 | 7 |
Exp. 2 | 7 | 5 | 10 | 8 | 6 |
Exp. 3 | 6 | 6 | 9 | 7 | 7 |
Average | 7.00 | 5.67 | 9.67 | 8.00 | 6.67 |
RII | 0.70 | 0.57 | 0.97 | 0.80 | 0.67 |
Rank | 3 | 5 | 1 | 2 | 4 |
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Aldokhi, M.I.; Al-Gahtani, K.S.; Alsanabani, N.M.; Aljadhai, S.I. Hybrid Methods for Selecting Precast Concrete Suppliers Based on Factory Capacity. Appl. Sci. 2025, 15, 8027. https://doi.org/10.3390/app15148027
Aldokhi MI, Al-Gahtani KS, Alsanabani NM, Aljadhai SI. Hybrid Methods for Selecting Precast Concrete Suppliers Based on Factory Capacity. Applied Sciences. 2025; 15(14):8027. https://doi.org/10.3390/app15148027
Chicago/Turabian StyleAldokhi, Mohammed I., Khalid S. Al-Gahtani, Naif M. Alsanabani, and Saad I. Aljadhai. 2025. "Hybrid Methods for Selecting Precast Concrete Suppliers Based on Factory Capacity" Applied Sciences 15, no. 14: 8027. https://doi.org/10.3390/app15148027
APA StyleAldokhi, M. I., Al-Gahtani, K. S., Alsanabani, N. M., & Aljadhai, S. I. (2025). Hybrid Methods for Selecting Precast Concrete Suppliers Based on Factory Capacity. Applied Sciences, 15(14), 8027. https://doi.org/10.3390/app15148027