Zutari led the design and construction supervision, evolving the initial concept into an incrementally launched, extradosed stay cable concrete box girder bridge comprising 16 spans, including a central 100 m extradosed span. The removal of a central river pier reduced construction risk and cost, while introducing a structurally efficient hybrid solution combining prestressed concrete and stay cables.

Incremental launching from both abutments was adopted to accelerate construction and avoid extensive work in the valley below. Detailed analysis addressed temporary loading conditions, and a launching nose was introduced to reduce bending moments. Tall hollow hexagonal piers were constructed using continuous slipform methods, supported by carefully managed reinforcement detailing and 24-hour construction cycles.

Mass concrete foundations required rigorous thermal control strategies, including fly ash cement replacement, embedded thermocouples and extended curing regimes. Full-scale mock-ups validated mix designs and enabled single-pour construction. Deck and reinforcement detailing were refined in response to contractor and supplier input, reducing congestion and material quantities while improving constructability.

Digital 3D modelling was employed to resolve complex interfaces at pylons and stay cables, while structural health monitoring validated material behaviour and long-term performance assumptions during construction.