Gokbilge EngineeringGOKBILGE

Completed project · 2009-2010

Mirwais Bridge EPC, Kabul

EPC delivery of the 500-metre Mirwais Bridge in Kabul, Afghanistan, for Suleyman Sahin Inşaat.

Aerial view of the Mirwais Bridge overpass crossing a busy market street in Kabul, Afghanistan.
Location
Kabul, Afghanistan
Period
2009-2010
Client
Suleyman Sahin Inşaat
Gokbilge role
EPC contractor

Key quantities

Bridge length
500 m
Bridge width
24 m
Construction duration
9 months

The Mirwais Bridge stretches 500 metres long and 24 metres wide, from Mirwais Maidan Square through the Pul-i-Sukhta locality in Kabul, Afghanistan. It is a prestressed concrete bridge, completed in nine months.

Gokbilge delivered structural design and construction for Suleyman Sahin Inşaat, executed under international project conditions with on-site supervision through handover to local authorities.

  • Prestressed concrete structural design and construction
  • Site supervision under international project conditions
  • Handover to local authorities

Project experience

Delivery context and execution approach

The sections below add technical context to the published project facts without introducing undisclosed commercial or customer claims.

01

International EPC delivery conditions

The Mirwais Bridge project in Kabul combined structural design and construction under EPC responsibility. The completed prestressed-concrete bridge is 500 metres long and 24 metres wide and was delivered in nine months for Suleyman Sahin Inşaat under international project conditions.

Delivering a bridge in this context required engineering, site supervision and construction sequencing to remain closely connected. Material availability, site logistics, structural quality and local coordination all needed to support the same completion programme rather than being managed as separate administrative streams.

02

Structural quality and handover

Prestressed concrete construction depends on disciplined control of geometry, reinforcement, stressing activities and concrete quality. Site supervision provides the link between the design assumptions and the actual structure being built, allowing deviations to be identified before they become embedded in later work.

Handover to local authorities completed the EPC responsibility. The project therefore represents not only construction of a major structure but also the controlled progression from design through field execution to an accepted public-infrastructure asset.

03

Nine-month delivery and programme discipline

The published project record states that the 500 m by 24 m prestressed-concrete bridge was completed in nine months. A programme of that duration places strong emphasis on design release, procurement, reinforcement and concrete sequencing, formwork, stressing operations, site access and inspection readiness progressing without avoidable handoff delays.

The significance of the reference is therefore not only the bridge dimensions. It is the combination of engineering and construction responsibility under international project conditions, where site supervision and structural quality control had to remain connected to a compressed completion programme.

04

Transferable EPC lessons from a bridge project

Bridge EPC work makes interface ownership visible because structural design, temporary conditions, site production and final acceptance cannot be separated without creating gaps in responsibility. The contractor has to understand not only the permanent structure but also how it will be built, inspected and progressively released.

That experience is relevant to later EPC and contracting work across infrastructure: define the execution basis early, keep engineering decisions close to field conditions, maintain traceable quality records and plan handover as part of delivery rather than as an administrative event at the end.