Public procurement notice: Contract Award Notice
Published: 2019-08-07
Buyer: Public company Motorways of the Federation of Bosnia and Herzegovina Ltd. Mostar
Country: BA
Contract type: Works
Procedure: Restricted procedure
CPV classification: 44100000 | 45233110 | 71311300
Award criteria: Lowest price

Technical requirements: Construction of motorway on Corridor Vc, Section Poprikuše – Zenica North (Donja Gračanica), Subsection Ponirak – Vraca; Contract No. JPAC 851-B83-17 in total length of 2,65 km. The route of the motorway subsection Ponirak - Vraca is connected to the section Vranduk - Ponirak in the north and to the section Vraca (Tunnel Zenica) - Donja Gračanica in the south. This subsection was designed using spatially adjusted continual curves of situational plan to satisfy the boundary elements for design speed Vr=120 km/h.
Subsection starts on the western Drenovac hillside, above the Ponirak settlement. At the length of about 90 m, the alignment runs in steeply inclined slope and it is expected that for the purpose of slope stabilization, special geotechnical solutions will have to be applied. Route then crosses over a steady stream and access road to settlement of Ponirak (construction of the watercourse regulation and underpass, which enables communication with the hinterland is foreseen).
At 0+150 m alignment enters into the northern portal of the tunnel Zenica. At the southern tunnel exit alignment runs in steep slope approximately at the chainage km 2+610. Section ends on the Gaje hillside, east from the settlement Donja Vraca, at km 2+650.
The total length of the open alignment on this subsection is about 150 m and the tunnel length is approximately 2 500 m or 94 % of the works.
Main structure on this subsection is Tunnel “Zenica”. Left tunnel tube starts at the chainage 0+135 and has a length of 2475m while right tunnel tube starts at the chainage 0+136 and has a length of 2420 m. Axis of the tunnel tubes are designed at a distance of 25 m. The project should be implemented in compliance with 54/2004 EU Directive on tunnel safety which is implemented through technical specifications and the main design. The contract will be implemented as per FIDIC Conditions of Contract for Construction for Building and Engineering Works Designed by the Employer, (Red Book), First Edition 1999.
Body responsible for appeals and complaints is the Independent Complaints Committee established at the Federal Ministry of Transport and Communications
Construction of motorway on Corridor Vc, Section Poprikuše – Zenica North (Donja Gračanica), Subsection Ponirak – Vraca; Contract No. JPAC 851-B83-17 in total length of 2,65 km. The route of the motorway subsection Ponirak - Vraca is connected to the section Vranduk - Ponirak in the north and to the section Vraca (Tunnel Zenica) - Donja Gračanica in the south. This subsection was designed using spatially adjusted continual curves of situational plan to satisfy the boundary elements for design speed Vr=120 km/h.
Subsection starts on the western Drenovac hillside, above the Ponirak settlement. At the length of about 90 m, the alignment runs in steeply inclined slope and it is expected that for the purpose of slope stabilization, special geotechnical solutions will have to be applied. Route then crosses over a steady stream and access road to settlement of Ponirak (construction of the watercourse regulation and underpass, which enables communication with the hinterland is foreseen).
At 0+150 m alignment enters into the northern portal of the tunnel Zenica. At the southern tunnel exit alignment runs in steep slope approximately at the chainage km 2+610. Section ends on the Gaje hillside, east from the settlement Donja Vraca, at km 2+650.
The total length of the open alignment on this subsection is about 150 m and the tunnel length is approximately 2 500 m or 94 % of the works.
Main structure on this subsection is Tunnel “Zenica”. Left tunnel tube starts at the chainage 0+135 and has a length of 2475m while right tunnel tube starts at the chainage 0+136 and has a length of 2420 m. Axis of the tunnel tubes are designed at a distance of 25 m. The project should be implemented in compliance with 54/2004 EU Directive on tunnel safety which is implemented through technical specifications and the main design. The contract will be implemented as per FIDIC Conditions of Contract for Construction for Building and Engineering Works Designed by the Employer, (Red Book), First Edition 1999.
Body responsible for appeals and complaints is the Independent Complaints Committee established at the Federal Ministry of Transport and Communications
Construction of motorway on Corridor Vc, Section Poprikuše – Zenica North (Donja Gračanica), Subsection Ponirak – Vraca; Contract No. JPAC 851-B83-17 in total length of 2,65 km. The route of the motorway subsection Ponirak - Vraca is connected to the section Vranduk - Ponirak in the north and to the section Vraca (Tunnel Zenica) - Donja Gračanica in the south. This subsection was designed using spatially adjusted continual curves of situational plan to satisfy the boundary elements for design speed Vr=120 km/h.
Subsection starts on the western Drenovac hillside, above the Ponirak settlement. At the length of about 90 m, the alignment runs in steeply inclined slope and it is expected that for the purpose of slope stabilization, special geotechnical solutions will have to be applied. Route then crosses over a steady stream and access road to settlement of Ponirak (construction of the watercourse regulation and underpass, which enables communication with the hinterland is foreseen).
At 0+150 m alignment enters into the northern portal of the tunnel Zenica. At the southern tunnel exit alignment runs in steep slope approximately at the chainage km 2+610. Section ends on the Gaje hillside, east from the settlement Donja Vraca, at km 2+650.