Construction Contract Administration Performance Assessment Tool by Using a Fuzzy Structural Equation Model
Abstract
:1. Introduction
2. Literature Review
2.1. Performance Management in Construction
2.2. Contract Administration Performance Framework
2.2.1. Integrated Sustainability Issues into CAPM
2.3. Mobile Applications
2.3.1. Mobile Solutions
2.3.2. Cross-Platform Software Development Kits
2.3.3. Ionic
3. Research Gap and Contributions to the Existing Knowledge
4. Research Methodology
5. Contract Administration Performance Model (CAPM)
5.1. CAPM Weighting and Aggregation
5.2. The Construction of the Construction Contract Administration Performance Index (CCAPI)
- Column variable: In this table, observed variables were listed in the ascending order according to the variable coding (column variable).
- Column Ci: Represents the % of implementation (conformity of each variable on scale 0–100 (0 for major nonconformance, 100 for full conformance, and “NaN” for not applicable).
- Column SFLj: Standardized factor loadings of the observed variables I based on SEM output.
- Column RFW1i: Relative weight of the observed variable i (example: RFW1F09.01 = 0.643/(0.643 + 0.764 + 0.790 + 0.794 + 0.712 + 0.719 + 0.700 + 0.672) = 0.1110, Equation (1)).
- Column RFW2i: Applicable relative weight of the observed variable i (example: RFW2F09.01 = 0.1110 and RFW2F09.08 = NaN, Equation (2)).
- Column RFW3i: Updated relative weight of the observed variable (example: RFW3F09.01 = 0.1110 × 1.0/(0.1110 + 0.1319 + 0.1363 + 0.1370 + 0.1229) = 0.1736, Equation (3)). This updated take into consideration non applicability of the last three variables within group 9.
- Column SFLj: Standardized factor load of group j (latent factor) based on the SEM model.
- Column RGW1j: Demonstrated relative weight of group j (example: RGW1G09 = 0.9280/(0.936 + 0.932 + 0.967 + 0.947 + 0.952 + 0.947 + 0.917 + 0.926 + 0.928 + 0.890 + 0.887) = 0.0907, Equation (4)).
- Column RGW2j: Applicable relative weight of group j (example: RGW1G09 = 0.0907 because all groups are implemented, if the group is not applicable, then RGW2j = NaN, Equation (5)).
- Column RGW3j: Updated relative weight of group j (example: RGW3G09 = 0.0907, Equation (6)).
- Column FW2i: Final factor weight based on group availability and observed variable availability (example: FW2F09.01 = 90 × 0.1736 × 0.0907 = 1.4178 as per Equation (7)). If the variable is not applicable, then FW2i = NaN.
- Column Pj: Group performance (example: PG09 = 1.4178 + 1.6846 + 1.7419 + 1.7507 + 1.5699 = 8.17, Equation (9)).
- Column Pj (%): Group performance index (example: %PG09 = 8.17/0.0907 = 90.0%, Equation (9)).
- Cell construction contract administration performance index (example CCAPI for project #1 = 7.94 + 7.48 + 8.73 + 8.80 + 8.62 + 8.56 + 8.16 + 8.33 + 8.17 + 4.78 + 7.5 = 87.0%, Equation (10)).
5.3. Alternative CAPM Short Model
6. The CAPM Application for Mobile Devices
7. Practical Implementation of CAPM in International Construction Projects
8. Benchmarking CCA Performance for the 13 Case Studies
8.1. Full Model
8.2. The Short Model
8.3. The CCA Sustainability Practices
9. Conclusions
10. Recommendations for Future Study
11. Data Availability
Author Contributions
Funding
Acknowledgments
Conflicts of Interest
References
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Observed Variable | Latent Factor | ||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Code | SFLi 1 | RFW1i 1 | Code | SFLi 1 | RFW1i 1 | Code | SFLi 1 | RFW1i 1 | Code | SFLi 1 | RFW1i 1 |
F01.01 | 0.603 | 0.0603 | F04.01 | 0.737 | 0.0997 | F08.01 | 0.706 | 0.1817 | G01 | 0.936 | 0.0915 |
F01.02 | 0.799 | 0.0799 | F04.02 | 0.720 | 0.0974 | F08.02 | 0.800 | 0.2059 | G02 | 0.932 | 0.0911 |
F01.03 | 0.797 | 0.0797 | F04.03 | 0.743 | 0.1005 | F08.03 | 0.784 | 0.2017 | G03 | 0.967 | 0.0945 |
F01.04 | 0.742 | 0.0742 | F04.04 | 0.779 | 0.1054 | F08.04 | 0.790 | 0.2033 | G04 | 0.947 | 0.0926 |
F01.05 | 0.604 | 0.0604 | F04.05 | 0.806 | 0.1091 | F08.05 | 0.806 | 0.2074 | G05 | 0.952 | 0.0931 |
F01.06 | 0.638 | 0.0638 | F04.06 | 0.790 | 0.1069 | F09.01 | 0.643 | 0.1110 | G06 | 0.947 | 0.0926 |
F01.07 | 0.666 | 0.0666 | F04.07 | 0.710 | 0.0961 | F09.02 | 0.764 | 0.1319 | G07 | 0.917 | 0.0896 |
F01.08 | 0.640 | 0.0640 | F04.08 | 0.756 | 0.1023 | F09.03 | 0.790 | 0.1363 | G08 | 0.926 | 0.0905 |
F01.09 | 0.676 | 0.0676 | F04.09 | 0.726 | 0.0982 | F09.04 | 0.794 | 0.1370 | G09 | 0.928 | 0.0907 |
F01.10 | 0.714 | 0.0714 | F04.10 | 0.624 | 0.0844 | F09.05 | 0.712 | 0.1229 | G10 | 0.890 | 0.0870 |
F01.11 | 0.674 | 0.0674 | F05.01 | 0.716 | 0.0963 | F09.06 | 0.719 | 0.1241 | G11 | 0.887 | 0.0867 |
F01.12 | 0.557 | 0.0557 | F05.02 | 0.722 | 0.0971 | F09.07 | 0.700 | 0.1208 | - | - | - |
F01.13 | 0.616 | 0.0616 | F05.03 | 0.817 | 0.1099 | F09.08 | 0.672 | 0.1160 | - | - | - |
F01.14 | 0.625 | 0.0625 | F05.04 | 0.770 | 0.1036 | F10.01 | 0.651 | 0.2165 | - | - | - |
F01.15 | 0.651 | 0.0651 | F05.05 | 0.664 | 0.0893 | F10.02 | 0.845 | 0.2810 | - | - | - |
F02.01 | 0.764 | 0.1783 | F05.06 | 0.721 | 0.0970 | F10.03 | 0.842 | 0.2800 | - | - | - |
F02.02 | 0.784 | 0.1830 | F05.07 | 0.801 | 0.1078 | F10.04 | 0.669 | 0.2225 | - | - | - |
F02.03 | 0.780 | 0.1821 | F05.08 | 0.707 | 0.0951 | F11.01 | 0.697 | 0.0704 | - | - | - |
F02.04 | 0.679 | 0.1585 | F05.09 | 0.751 | 0.1010 | F11.02 | 0.800 | 0.0808 | - | - | - |
F02.05 | 0.715 | 0.1669 | F05 10 | 0.763 | 0.1027 | F11.03 | 0.824 | 0.0832 | - | - | - |
F02.06 | 0.562 | 0.1312 | F06.01 | 0.797 | 0.2592 | F11.04 | 0.833 | 0.0841 | - | - | - |
F03.01 | 0.762 | 0.0953 | F06.02 | 0.805 | 0.2618 | F11.05 | 0.709 | 0.0716 | - | - | - |
F03.02 | 0.678 | 0.0848 | F06.03 | 0.737 | 0.2397 | F11.06 | 0.767 | 0.0774 | - | - | - |
F03.03 | 0.709 | 0.0887 | F06.04 | 0.736 | 0.2393 | F11.07 | 0.657 | 0.0663 | - | - | - |
F03.04 | 0.695 | 0.0870 | F07.01 | 0.725 | 0.1423 | F11.08 | 0.803 | 0.0811 | - | - | - |
F03.05 | 0.704 | 0.0881 | F07.02 | 0.721 | 0.1415 | F11.09 | 0.763 | 0.0770 | - | - | - |
F03.06 | 0.784 | 0.0981 | F07.03 | 0.754 | 0.1480 | F11.10 | 0.670 | 0.0676 | - | - | - |
F03.07 | 0.741 | 0.0927 | F07.04 | 0.765 | 0.1502 | F11.11 | 0.812 | 0.0820 | - | - | - |
F03.08 | 0.735 | 0.0920 | F07.05 | 0.816 | 0.1602 | F11.12 | 0.782 | 0.0789 | - | - | - |
F03.09 | 0.757 | 0.0947 | F07.06 | 0.671 | 0.1317 | F11.13 | 0.790 | 0.0797 | - | - | - |
F03.10 | 0.706 | 0.0883 | F07.07 | 0.642 | 0.1260 | - | - | - | - | - | - |
F03.11 | 0.721 | 0.0902 | - | - | - | - | - | - | - | - | - |
Variable | Ci | SFLi | RFW1i | RFW2i | RFW3i | SFLj | RGW1j | RGW2j | RGW3j | FW2i | Pj | % Pj |
---|---|---|---|---|---|---|---|---|---|---|---|---|
F01.01 | 85 | 0.6030 | 0.0603 | 0.0603 | 0.0603 | 0.9360 | 0.0915 | 0.0915 | 0.0915 | 0.4689 | 7.94 | 86.8 |
F01.02 | 90 | 0.7990 | 0.0799 | 0.0799 | 0.0799 | - | - | - | - | 0.6579 | - | - |
F01.03 | 90 | 0.7970 | 0.0797 | 0.0797 | 0.0797 | - | - | - | - | 0.6562 | - | - |
F01.04 | 90 | 0.7420 | 0.0742 | 0.0742 | 0.0742 | - | - | - | - | 0.6109 | - | - |
F01.05 | 80 | 0.6040 | 0.0604 | 0.0604 | 0.0604 | - | - | - | - | 0.4421 | - | - |
F01.06 | 95 | 0.6380 | 0.0638 | 0.0638 | 0.0638 | - | - | - | - | 0.5545 | - | - |
F01.07 | 90 | 0.6660 | 0.0666 | 0.0666 | 0.0666 | - | - | - | - | 0.5484 | - | - |
F01.08 | 95 | 0.6400 | 0.0640 | 0.0640 | 0.0640 | - | - | - | - | 0.5562 | - | - |
F01.09 | 95 | 0.6760 | 0.0676 | 0.0676 | 0.0676 | - | - | - | - | 0.5875 | - | - |
F01.10 | 85 | 0.7140 | 0.0714 | 0.0714 | 0.0714 | - | - | - | - | 0.5552 | - | - |
F01.11 | 80 | 0.6740 | 0.0674 | 0.0674 | 0.0674 | - | - | - | - | 0.4933 | - | - |
F01.12 | 50 | 0.5570 | 0.0557 | 0.0557 | 0.0557 | - | - | - | - | 0.2548 | - | - |
F01.13 | 95 | 0.6160 | 0.0616 | 0.0616 | 0.0616 | - | - | - | - | 0.5354 | - | - |
F01.14 | 95 | 0.6250 | 0.0625 | 0.0625 | 0.0625 | - | - | - | - | 0.5432 | - | - |
F01.15 | 80 | 0.6510 | 0.0651 | 0.0651 | 0.0651 | - | - | - | - | 0.4765 | - | - |
F09.01 | 90 | 0.6430 | 0.1110 | 0.1110 | 0.1736 | 0.9280 | 0.0907 | 0.0907 | 0.0907 | 1.4178 | 8.17 | 90.0 |
F09.02 | 90 | 0.7640 | 0.1319 | 0.1319 | 0.2063 | - | - | - | - | 1.6846 | - | - |
F09.03 | 90 | 0.7900 | 0.1363 | 0.1363 | 0.2133 | - | - | - | - | 1.7419 | - | - |
F09.04 | 90 | 0.7940 | 0.1370 | 0.1370 | 0.2144 | - | - | - | - | 1.7507 | - | - |
F09.05 | 90 | 0.7120 | 0.1229 | 0.1229 | 0.1923 | - | - | - | - | 1.5699 | - | - |
F09.06 | NaN | 0.7190 | 0.1241 | 0.0000 | 0.0000 | - | - | - | - | NaN | - | - |
F09.07 | NaN | 0.7000 | 0.1208 | 0.0000 | 0.0000 | - | - | - | - | NaN | - | - |
F09.08 | NaN | 0.6720 | 0.1160 | 0.0000 | 0.0000 | - | - | - | - | NaN | - | - |
F11.01 | 95 | 0.6970 | 0.0704 | 0.0704 | 0.0836 | 0.8870 | 0.0867 | 0.0867 | 0.0867 | 0.6889 | 7.50 | 86.5 |
F11.02 | 90 | 0.8000 | 0.0808 | 0.0808 | 0.0960 | - | - | - | - | 0.7491 | - | - |
F11.03 | 90 | 0.8240 | 0.0832 | 0.0832 | 0.0989 | - | - | - | - | 0.7715 | - | - |
F11.04 | 90 | 0.8330 | 0.0841 | 0.0841 | 0.0999 | - | - | - | - | 0.7800 | - | - |
F11.05 | 90 | 0.7090 | 0.0716 | 0.0716 | 0.0851 | - | - | - | - | 0.6639 | - | - |
F11.06 | 85 | 0.7670 | 0.0774 | 0.0774 | 0.0920 | - | - | - | - | 0.6783 | - | - |
F11.07 | 80 | 0.6570 | 0.0663 | 0.0663 | 0.0788 | - | - | - | - | 0.5468 | - | - |
F11.08 | 80 | 0.8030 | 0.0811 | 0.0811 | 0.0963 | - | - | - | - | 0.6683 | - | - |
F11.09 | 80 | 0.7630 | 0.0770 | 0.0770 | 0.0915 | - | - | - | - | 0.6350 | - | - |
F11.10 | 80 | 0.6700 | 0.0676 | 0.0676 | 0.0804 | - | - | - | - | 0.5576 | - | - |
F11.11 | 90 | 0.8120 | 0.0820 | 0.0820 | 0.0974 | - | - | - | - | 0.7603 | - | - |
F11.12 | NaN | 0.7820 | 0.0789 | 0.0000 | 0.0000 | - | - | - | - | NaN | - | - |
F11.13 | NaN | 0.7900 | 0.0797 | 0.0000 | 0.0000 | - | - | - | - | NaN | - | - |
Construction Contract Administration Performance Index (CCAPI) | 87.0 |
Variable | Ci | SFLi | RFW1i | RFW2i | RFW3i | SFLj | RGW1j | RGW2j | RGW3j | FW2i | Pj | % Pj |
---|---|---|---|---|---|---|---|---|---|---|---|---|
F01.02 | 90 | 0.7990 | 0.3417 | 0.3417 | 0.3417 | 0.9360 | 0.0915 | 0.0915 | 0.0915 | 0.8144 | 8.2 | 90.0 |
F01.03 | 90 | 0.7970 | 0.3409 | 0.3409 | 0.3409 | - | - | - | - | 2.8074 | - | - |
F01.04 | 90 | 0.7420 | 0.3174 | 0.3174 | 0.3174 | - | - | - | - | 2.6136 | - | - |
F09.02 | 90 | 0.7640 | 0.3254 | 0.3254 | 0.3254 | 0.9280 | 0.0907 | 0.0907 | 0.0907 | 2.6568 | 8.2 | 90.0 |
F09.03 | 90 | 0.7900 | 0.3365 | 0.3365 | 0.3365 | - | - | - | - | 2.7472 | - | - |
F09.04 | 90 | 0.7940 | 0.3382 | 0.3382 | 0.3382 | - | - | - | - | 2.7611 | - | - |
F11.03 | 90 | 0.8240 | 0.3337 | 0.3337 | 0.3337 | 0.8870 | 0.0867 | 0.0867 | 0.0867 | 2.6046 | 7.8 | 90.0 |
F11.04 | 90 | 0.8330 | 0.3374 | 0.3374 | 0.3374 | - | - | - | - | 2.6330 | - | - |
F11.11 | 90 | 0.8120 | 0.3289 | 0.3289 | 0.3289 | - | - | - | - | 2.5667 | - | - |
Construction Contract Administration Performance Index (CCAPI) | 87.7 |
Project | #1 | #2 | #3 | #4 | #5 | #6 | #7 | #8 | #9 | #10 | #11 | #12 | #13 |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Sector 1 | Pu | Pu | Pu | Pu | Pu | Pr | Pr | Pr | Pr | Pr | Pr | Pr | Pr |
Type 1 | Bu | Bu | Bu | Inf | Ind | Bu | Bu | Bu | Bu | Bu | Bu | Bu | Inf |
Project Value (US Million) | 490 | 232 | 100 | 60 | 38 | 14 | 1000 | 92 | 75 | 32 | 28 | 15 | 4 |
Group | Project | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
#1 | #2 | #3 | #4 | #5 | #6 | #7 | #8 | #9 | #10 | #11 | #12 | #13 | Avg | |
G01 | 86.8 | 93.9 | 68.0 | 90.1 | 86.4 | 82.3 | 94.3 | 84.5 | 79.6 | 73.2 | 76.9 | 51.4 | 92.1 | 81.5 |
G02 | 82.0 | 67.3 | 73.8 | 91.3 | 89.9 | 84.2 | 70.4 | 84.2 | 43.9 | 74.2 | 76.3 | 63.4 | 86.9 | 76.0 |
G03 | 92.3 | 62.3 | 85.3 | 79.9 | 75.5 | 97.5 | 91.0 | 97.7 | 71.2 | 61.2 | 56.9 | 71.1 | 73.4 | 78.1 |
G04 | 95.0 | 67.2 | 82.7 | 78.5 | 75.5 | 76.4 | 88.4 | 88.1 | 59.1 | 61.2 | 45.5 | 65.5 | 82.7 | 74.3 |
G05 | 92.6 | 58.5 | 80.2 | 100.0 | 100.0 | 86.2 | 79.2 | 91.1 | 64.4 | 70.9 | 39.6 | 63.4 | 61.0 | 75.9 |
G06 | 92.5 | 69.9 | 81.3 | 94.0 | 100.0 | 72.1 | 100.0 | 96.1 | 61.3 | 86.1 | 52.6 | 82.5 | 63.0 | 80.9 |
G07 | 91.0 | 61.1 | 78.9 | 100.0 | 85.8 | 97.4 | 100.0 | 95.6 | 54.2 | 87.3 | 65.3 | 63.0 | 100.0 | 83.1 |
G08 | 92.0 | 64.9 | 78.1 | 100.0 | 100.0 | 100.0 | 93.9 | 100.0 | 85.3 | 79.7 | 66.6 | 81.0 | 100.0 | 87.8 |
G09 | 90.0 | 70.2 | 86.1 | - | 87.6 | 86.5 | 87.9 | 100.0 | 80.5 | 87.5 | 75.0 | 74.5 | 100.0 | 85.5 |
G10 | 55.0 | 58.3 | 65.0 | 100.0 | 72.0 | 0.0 | 63.6 | 0.0 | 38.9 | 57.2 | 38.9 | 57.6 | - | 50.5 |
G11 | 86.5 | - | 67.8 | - | 85.1 | 91.3 | 83.0 | 43.4 | - | 71.3 | 61.6 | 64.3 | 90.4 | 74.5 |
CCAPI | 87.0 | 67.4 | 77.1 | 92.5 | 87.1 | 79.7 | 86.6 | 80.6 | 64.0 | 73.6 | 59.6 | 67.1 | 84.7 | 77.5 |
Project | #1 | #2 | #3 | #4 | #5 | #6 | #7 | #8 | #9 | #10 | #11 | #12 | #13 | Avg. |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Full Model Result % (1) | 87 | 67.4 | 77.1 | 92.5 | 87.1 | 79.7 | 86.6 | 80.6 | 64 | 73.6 | 59.6 | 67.1 | 84.7 | 77.5 |
Short Model Result % (2) | 87.7 | 69.2 | 77.8 | 92.4 | 90.3 | 81.6 | 88.9 | 82.8 | 66.5 | 71.8 | 61.6 | 67.2 | 87.4 | 78.9 |
%Error = ((2)–(1))/(1) | 0.80 | 2.70 | 0.90 | -0.10 | 3.60 | 2.30 | 2.60 | 2.70 | 3.90 | −2.40 | 3.50 | 0.10 | 3.10 | 1.80 |
Factor | Sustainability Dimension | Average Performance |
---|---|---|
F04.03—Timely reviewing the construction material | Environmental | 86.5 |
F04.08—Devised system of controlling noncompliant works | Environmental | 85 |
F06.02—Using information communication technology (ICT) in administering the contract | Environmental | 76.9 |
F01.13—Reviewing logistics plan | Environmental | 59.6 |
F04.06—Auditing compliance with environment requirements | Environmental | 51.9 |
F10.03—Early issues of design review findings | Environmental | 43.8 |
F01.04—Reviewing environmental management plan | Environmental | 45.4 |
F01.03—Reviewing health, safety, and security plan (HSS) plan | Social | 86.5 |
F08.04—Notifying the contractor about urgent works | Social | 85 |
F05.07—Monitoring care of the works and properties | Social | 80.8 |
F04.05—Systematic auditing compliance with HSS | Social | 77.1 |
F05.09—Monitoring public interference arrangements | Social | 55.9 |
F02.04—Establishing training, and development programs | Social | 47.3 |
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Gunduz, M.; Elsherbeny, H.A. Construction Contract Administration Performance Assessment Tool by Using a Fuzzy Structural Equation Model. Sustainability 2020, 12, 523. https://doi.org/10.3390/su12020523
Gunduz M, Elsherbeny HA. Construction Contract Administration Performance Assessment Tool by Using a Fuzzy Structural Equation Model. Sustainability. 2020; 12(2):523. https://doi.org/10.3390/su12020523
Chicago/Turabian StyleGunduz, Murat, and Hesham Ahmed Elsherbeny. 2020. "Construction Contract Administration Performance Assessment Tool by Using a Fuzzy Structural Equation Model" Sustainability 12, no. 2: 523. https://doi.org/10.3390/su12020523
APA StyleGunduz, M., & Elsherbeny, H. A. (2020). Construction Contract Administration Performance Assessment Tool by Using a Fuzzy Structural Equation Model. Sustainability, 12(2), 523. https://doi.org/10.3390/su12020523