ANALISIS PENJADWALAN PROYEK KONSTRUKSI DENGAN MENGGUNAKAN METODE PROJECT EVALUATION REVIEW TEKNIQUE (PERT) DAN CRITICAL PATH METHOD (CPM) PADA PROYEK PEMBANGUNAN GEDUNG RISET DAN INOVASI ILMU KOMPUTER UNIVERSITAS BRAWIJAYA TAHAP 1

Faisal Faisal, Ita Suhermin Ingsih, Aasniari Aasniari

Abstract


This study analyzes the construction scheduling of the Research and Innovation Building at FILKOM UB using PERT and CPM methods. Data on activity durations were collected, followed by network diagram creation and critical path analysis. PERT estimated the project duration at 147 days—22 days shorter than the actual 169 days—while CPM indicated a 133-day completion, or 36 days earlier. PERT proved effective in managing uncertainty, while CPM offered execution efficiency. A delay analysis using the SWOT approach identified key causes: poor field coordination, frequent design changes, delayed material procurement, and external risks such as weather and safety issues. Overall, both methods support effective scheduling and delay mitigation in construction projects. 

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