TECHNICAL REPORT Solution for the Motorway on Corridor 8, Section 4 Pesocani - Trebenista and Section 5 Trebenista - Podmolje - Ohrid CONTINGENCY UNDERPASSES Section 4 in km 9+112.10 and km 10+ 861.58 Section 5 in km 1+025.13 The adopted alignment of the Corridor 8 section Pesocani - Trebenista and section Trebenista - Podmolje - Ohrid at the request of the local population in accordance with the supervisory authority to run the normal flow of water and communication between the locals and the nearby villages envisages construction of underpasses and that in Section 4: km 9+112.10, km 10+ 861 and Section 5: km 1+ 025.13. By the contractor it is proposed to be constructed underpasses with the cross section of a box. Constructive and static solution for the box culvert underpasses will be taken from section 4, section Pesocani -Trebenista omission km 7 + 327.81. The Underpasses will be presented as a monolithic box cross-sections with MB30, with reinforced PA 400/500 and dimensions of light opening 3.0m wide and 3.0m height. Under floor plate of the Underpasses will be performed compaction blinding with thickness layer of 0.2m and then will be set concrete carcass MB20 with thickness 15cm. The foundation will be made in accordance with the geo-mechanical report on that part where you build the facility. Geo-mechanical characteristics of the excavation in construction pit should be in accordance with the geo-mechanical elaborate, if there is a deviation correction

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TECHNICAL REPORT

Solution for the Motorway on Corridor 8, Section 4 Pesocani - Trebenista and

Section 5 Trebenista - Podmolje - Ohrid

CONTINGENCY UNDERPASSES

Section 4 in km 9+112.10 and km 10+ 861.58

Section 5 in km 1+025.13

The adopted alignment of the Corridor 8 section Pesocani - Trebenista and section Trebenista - Podmolje - Ohrid at the request of the local population in accordance with the supervisory authority to run the normal flow of water and communication between the locals and the nearby villages envisages construction of underpasses and that in Section 4: km 9+112.10, km 10+ 861 and Section 5: km 1+ 025.13.

By the contractor it is proposed to be constructed underpasses with the cross section of a box. Constructive and static solution for the box culvert underpasses will be taken from section 4, section Pesocani -Trebenista omission km 7 + 327.81. The Underpasses will be presented as a monolithic box cross-sections with MB30, with reinforced PA 400/500 and dimensions of light opening 3.0m wide and 3.0m height.

Under floor plate of the Underpasses will be performed compaction blinding with thickness layer of 0.2m and then will be set concrete carcass MB20 with thickness 15cm. The foundation will be made in accordance with the geo-mechanical report on that part where you build the facility. Geo-mechanical characteristics of the excavation in construction pit should be in accordance with the geo-mechanical elaborate, if there is a deviation correction will be made by the designer, geo-mechanist and supervisory authority.