Infrastructure case study · Mokhotlong, Lesotho
Senqu Bridge: structural work in demanding mountain terrain
Specialist heavy structural work, rigging and rope access delivered high above the Senqu River valley as part of Phase II of the Lesotho Highlands Water Project.
- Sector
- Infrastructure
- Location
- Lesotho · Senqu

A major bridge within the Lesotho Highlands Water Project
Rising above the Senqu River valley in Lesotho’s mountainous Mokhotlong District, the Senqu Bridge is one of the most significant infrastructure structures delivered as part of Phase II of the Lesotho Highlands Water Project, a binational water programme implemented by Lesotho and South Africa.
The future Polihali reservoir will inundate existing sections of road and river crossings. The Senqu Bridge—the largest of three major new crossings—preserves the A1 road connection serving Mokhotlong, nearby mountain communities and routes towards Maseru.

The scale of the Senqu Bridge
The completed bridge extends approximately 825 metres across 16 spans, with a 100-metre central span and piers ranging from about 15 to 90 metres high. Its prestressed concrete deck includes an extradosed central section, combining aspects of a box-girder bridge with external cable support.
Constructed at roughly 1,400 metres above sea level, the long continuous structure had to respond to an irregular valley, exposed winds and the changing weather of the Lesotho Highlands. Every stage depended on carefully planned access, temporary works, lifting and coordination.

Greenhouse Construction’s specialist role
Greenhouse Construction contributed heavy structural steel work, specialist rigging, rope-access activities and on-site supervision within the wider bridge programme. The package drew on capabilities developed across structural steel, industrial infrastructure and complex site installation.
Teams worked around tall piers, steep slopes, elevated platforms and restricted lifting areas. Greenhouse Construction’s supervision helped coordinate its structural, rigging and access activities with the broader programme led by the WRES Joint Venture and principal contractor Webuild.

Working around piers up to 90 metres high
The tallest piers rise approximately 90 metres above their foundations—comparable to a building of more than 25 storeys. At these elevations, teams needed controlled access, secure working methods and clear communication between people operating at different levels.
Rigging plans had to account for each load, the available equipment, limited working areas and final positioning. Rope access offered a specialist means of reaching areas where conventional scaffolding or mobile equipment was not always practical.
Heavy structural work and incremental launching
The prestressed concrete box-girder deck was built using incremental launching. Deck sections of approximately 25 metres were cast in controlled areas and progressively moved forward across the completed piers until the structure spanned the valley.
Published project information records approximately 90 elevated access platforms covering around 1,200 square metres at heights from 16 to 88 metres. Greenhouse Construction’s structural work and rigging capability formed part of this tightly sequenced environment of steel systems, temporary works and specialist teams.
Infrastructure capability in mountain conditions
High altitude, steep terrain, strong winds, low winter temperatures and rapidly changing weather influenced crane operations, transport and work at height. The project required disciplined supervision, practical communication and the ability to adapt safely as site conditions changed.
The bridge was officially inaugurated in April 2026. For Greenhouse Construction, participation demonstrates the ability to deploy experienced specialist teams beyond the workshop and support complex, cross-border infrastructure through heavy structural expertise, rigging, rope access and confident on-site execution.
Project scope
Heavy structural steel · Rigging & rope access · On-site supervision
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