Tenders Are Invited For Reconstruction Of The Forest Road In The Nanice Forest District - Stage I

5.1. The Subject Of The Order Is An Investment Task Entitled: Reconstruction Of The Forest Road In The Nanice Forest District - Stage I, Including The Performance Of All Works Leading To The Achievement Of A State Consistent With The Technical Documentation, Technical Specifications For The Execution And Acceptance Of Construction Works, Swz And The Draft Provisions Of The Public Procurement Contract. 5.2. Due To The Investors Guidelines And Indications And The Possibility Of The Need To Finance The Investment In Stages, The Documentation Was Divided Into Three Independent Implementation Stages (Parts). Each Part Will Be The Subject Of A Separate, Independent Procedure. This Procedure Concerns Only The Implementation Of Stage I. The Remaining Stages, I.E. Ii And Iii, Are Not The Subject Of This Order And Will Be Launched As Part Of Separate Procedures.5.3. Common Procurement Vocabulary (Cpv):45111200-0 Works In The Field Of Site Preparation For Construction And Earthworks45233120-6 Works In The Field Of Road Construction 5.4. Scope Of Work: Reconstruction Of A Section Of A Forest Road, Which Includes: • Preparatory Works: The Preparatory Scope Includes Works Related To Preparing The Area For Road Works. In Order To Carry Out The Above-Mentioned Works, The Scope And Form Of Road Works Should Be Prepared And Agreed With The Road Manager, I.E. The Ordering Party. The Scope Of Preparatory Works Also Includes The Removal Of Existing Trees And Bushes In Conflict With The Crown Of The Designed Road (Works Related To The Removal Of Trees On The Part Of The Ordering Party, Works Related To The Removal Of Rootwood And Bushes On The Part Of The Contractor - In Accordance With The Provisions Of The Paragraph With The Investor/Ordering Party). • Earthworks: • Leveling The Existing Area In Order To Bring It Into Line With The Designed Road Crown Profile (Including Widening Of Excavations, Ravines, Leveling Elevations, Embankments). • Surface Trenching To Remove The Remaining Sod And Organ Soil. • Profiling The Subsoil For The Road Structure And Dirt Roadsides. • Profiling The Slopes, Subsoil On Widenings For The Above-Mentioned Structural Exits To The Values ​​Assumed In The Design. The Project Assumes The Inclination Of Slopes In Excavations, Embankments And Ditches In The Ratio Of At Least 1:1.5 / Recommended 1:2, And The Compaction Of The Subgrade Under The Construction Layers To The Value Of Is≥1.00. • Topsoiling Of Sloping And Flat Areas Along With Sowing A Mixture Of Road Grasses. Drainage: Rainwater From The Investment Scope Will Be Drained On The Surface Using The Adopted Longitudinal And Transverse Slopes To The Green Areas Adjacent To The Road In The Scope Of Forest Plots Where A Given Road Section Is Located. The Project Does Not Introduce Any Significant Changes In Relation To The Original/Current Conditions, I.E. The Catchment Area, Direction And Distribution Of Rainwater Remain Unchanged. The Drainage Project Assumes The Construction Of C160 Stee