Within the framework of mentioned project a new bridge was designed and built passing the river Bidara. Bridge was planned as frame construction with a steel-concrete composite superstructure, which is monolithically and thus rigidly connected with the substructure (abutments). The superstructure consists of steel-concrete composite precast elements – open steel beams connected with a precast element, connection with headed studs. The precast elements have to be installed on the prepared abutments, connected and stabilized. After the concreting and hardening of the frame corners (connection of the superstructure with the abutments) the in-situ deck slab can be reinforced and also concreted. Span length is 51 meters, total length – 52.80 meters, surface area – 591.60 m². Design life 100 years.