Public tenders for bridge in Czech Republic

Simplified sub-threshold management for construction work. This is the demolition of an existing bridge and the construction of a new bridge from a monolithic reinforced concrete frame with one pole based on large-dimensional piles through the Great (Jaktark) watercourse on Stypova Street. The bridge is designed from pre-stressed reinforced concrete structure. The length of the bridge is 8.79 m, the length of the bridge is 14.43 m and the width of the bridge is 10.10 m. Part of the construction is the renewal of the road layers, replacement of the affected rainwater sewerage in the original route and new traffic signs.

During the realization of the work there was no need to draw a contracted budget reserve for unpredictable work, and therefore the total price of the work is degraded by this amount.

During the realization of the work there was no need to draw a contracted budget reserve for unpredictable work.

Realization of the reconstruction of the existing bridge from Most to Rudolice ev. No. 1c-M1, which according to the conclusions of the diagnostic surveys and inspections in the overall poor technical condition. The construction state is classified as follows: Load structure VI - very poor and under construction V - bad. It is a monolithic reinforced concrete bridge with a flat foundation. The bridgehead consists of a four-pole board of 18.0 + 23.0 + 23.0 + 19.5 m, a statically specific construction with inserted joints in the fields (so-called Gerber's beam). The board is mounted on notched joints and neoprene bearings. The outer operas are massive of plain concrete. The central pillars are formed by a pair of circular columns terminated by a tripod. The existing bridge will be largely demolished. Only the lower parts of the stem shank and the foundation of the pillars will be left.

Realization of the reconstruction of the existing bridge from Most to Rudolice ev. No 1c-M1, which according to the conclusions of the diagnostic surveys and inspections in the generally poor technical condition. The construction state is classified as follows: Load structure VI - very poor and under construction V - bad. It is a monolithic reinforced concrete bridge with a flat foundation. The bridgehead consists of a four-pole board of 18.0 + 23.0 + 23.0 + 19.5 m, a statically specific construction with inserted joints in the fields (so called Gerber's beam). The board is mounted on notched joints and neoprene bearings. The outer operas are massive of plain concrete. The central pillars are formed by a pair of circular columns terminated by a tripod. The existing bridge will be largely demolished. Only the lower parts of the stem shank and the foundation of the pillars will be left.

The subject of procurement is rerouting the road II / 331 before the village Sojovice a new bridge over the Jizera. The new bridge is located about 100 meters south of the existing bridge. The old bridge will be demolished after the construction and relocation of the adjacent roadway reclaimed.

The subject of procurement is rerouting the road II / 331 before the village Sojovice a new bridge over the Jizera. The new bridge is located about 100 meters south of the existing bridge. The old bridge will be demolished after the construction and relocation of the adjacent roadway reclaimed.

The subject of procurement is rerouting the road II / 331 before the village Sojovice a new bridge over the Jizera. The new bridge is located about 100 meters south of the existing bridge. The old bridge will be demolished after the construction and relocation of the adjacent roadway reclaimed.

The subject of procurement is rerouting the road II / 331 before the village Sojovice a new bridge over the Jizera. The new bridge is located about 100 meters south of the existing bridge. The old bridge will be demolished after the construction and relocation of the adjacent roadway reclaimed.

The subject of the public contract is the rehabilitation of the bridge ev. No. 104-001 across the Vltava River in the village of Davle, construction of a new bridge upper including communication, clearing of the pillar space, repair of the lower structure, supporting structures, repair of supports 01 and 06 and pillars P2 to P6, including replacement of bearings and bridge bridges. The bridge translates to No. II / 104 via the Vltava River in the village of Davle. As part of the reconstruction of the bridge, the bank will be restored to the inlet and outlet to a distance of approximately 3 meters from the bridge building. Other facilities on the bridge, such as the waterbath or navigational signs, will also be restored. An integral part of the repair is the restoration of adjoining structures, which must be demolished for repair purposes, barriers, stairs. The VO device between the DV 00012 and 00020 masts will be dismantled and replaced by a new one.