The 12m bridge was constructed as a post-tensioned plank bridge, while the 15m bridge comprised a simply supported skewed structure, including installation of pedestals and bearing pads prior to placement of the bridge plans.

The scope of works included design development, geotechnical investigations, demolition of the existing structures, minor earthworks, rock beaching, installation of steel driven piles, construction of cast in-situ concrete abutments.

Additionally, placement of bridge planks, construction of in-situ bridge decks, installation of bridge rail and off-structure safety barriers, crushed rock pavement works, sealing, and installation of road furniture.