Jakarta, the capital of Indonesia, has long struggled with chronic traffic congestion caused by inadequate public transportation, a rapid increase in vehicle numbers, and delays in road infrastructure development.
These challenges have led to severe traffic jams, increased air pollution, and substantial economic losses. In response, the President of Indonesia issued an executive order in 2015 to develop a comprehensive light rail transit (LRT) system aimed at alleviating these issues.
The LRT system spans a total length of 44.41 kilometres and includes 17 stations and 10 long-span bridges across the cities of Bogor, Depok, and Bekasi, covering areas within Jakarta and West Java provinces. The network consists of three main lines: Line 1 (14.89 km), Line 2 (11.93 km), and Line 3 (18.49 km).
Since 2017, Oriental Consultants Global Co., Ltd. (OCG) has served as the Construction Management and Supervision Consultant, supporting the successful delivery of this transformative infrastructure project.
The LRT Jabodebek Project introduced several innovative structures and technologies that stand out as unprecedented in railway infrastructure.
Among the project’s 10 long-span bridges, the Kuningan Bridge posed a unique engineering challenge. It spans three transportation levels—a ground-level road, an existing underpass, and an elevated toll highway—crossing them perpendicularly. To address this, a balanced cantilever bridge with a main span of 148 metres and a curvature radius of 115 metres was constructed, making it the longest balanced cantilever bridge for a railway line in the world.
Across the elevated sections of the mainline, excluding the long-span bridges, 30-metre-long precast U-shaped girders were installed on seismic isolation Lead Rubber Bearings (LRBs). While LRBs effectively reduce seismic forces on the substructure, their mobility results in girder joint displacements that exceed the track restorability limit of 2mm. To overcome this, Oriental Consultants Global Co., Ltd. (OCG) led the development of a bespoke solution—the Clamping Device (CD). Designed from the ground up, the CD restricts track displacement to within 2mm during a service-level earthquake (with a 50-year return period), thereby maintaining uninterrupted commercial operation. In the event of a more severe earthquake, the CD’s fixing bolts detach automatically, allowing the LRBs to move freely and prevent structural damage. While this may necessitate repairs to the rail at the girder joints, extensive structural repairs are avoided.
As a secondary measure to address the movement of LRBs and enhance passenger safety, OCG also initiated the implementation of the Seismic Detection Alarm System (SDAS). This system is integrated with the Supervisory Control and Data Acquisition (SCADA) and the railway signalling system to halt trains in the event of a strong earthquake—before rail displacement exceeds the derailment threshold of 14mm. The integration of these three innovative systems—LRBs, CDs, and SDAS—represents a global first in railway infrastructure and seismic resilience.
In terms of contract management, a major milestone was the successful revision of the handover process from contractor to operator. Initially, the main contract required handover only after “100% completion,” with zero defects—a clause that posed significant risks of delay. Recognising the impracticality of this condition, OCG began advocating nearly two years in advance for the internationally recognised concept of “substantial completion.” Through persistent negotiation and consensus-building among all stakeholders, the contract was eventually amended to adopt this approach. This marked the first time the concept of substantial completion was formally incorporated into a major infrastructure project in Indonesia.
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Oriental Consultants Global
Director General Railway under MOT