Research Paper
Year: 2021 | Month: July | Volume: 8 | Issue: 7 | Pages: 491-498
DOI: https://doi.org/10.52403/ijrr.20210770
Optimization of M-PERT & BIM 5D to Minimize the Risk of Time Delay & Overrun in Stadium Project Structure Works: Key Success Factors
Ahmad Sholichan1, Albert Eddy Husin2
1Postgraduate Students of Master Civil Engineering, Universitas Mercu Buana, Jakarta, Indonesia
2Lecturer of Master Civil Engineering, Universitas Mercu Buana, Jakarta, Indonesia
Corresponding Author: Ahmad Sholichan
ABSTRACT
Time delays and cost overrun are still a "scourge" in construction projects. The most important factors that cause these two risks are ineffective project planning and scheduling, and inaccurate quantity taking off. Thus, it is most appropriate to carry out mitigation since the project planning period. With the fact of increasing stadium construction in various countries, with iconic and futuristic design, and containing national pride, must be a serious concern so that the risk of time delay & cost overrun can be reduced. Because stadiums are like that usually involve a complex structural system, complicated installation technique with strict network diagrams. The M-PERT & BIM 5D - Based Quantity Take Off method has the potential to mitigate and minimize this risk. This study, with the RII simulation, reveals the critical success factor for applying the potential of this method, especially in stadium structural work. These factors can become a serious concern for construction practitioners, especially in Indonesia, who are and will build stadium projects.
Keywords: Structure; Stadium; M-PERT; BIM 5D; RII.
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