Tenders Are Invited For Reconstruction Of Forest Road No. 21 And Emergency Renovation Of The Culvert

Part 1: Reconstruction Of Forest Road No. 21 At Km 6+155 - 7+080, Consisting Of: A) Determining The Route And Height Points Of The Road In Plain Terrain With Post-Construction Geodetic Inventory, B) Mechanical Grubbing Of Tree Trunks With A Diameter Of 66-75 Cm, C) Mechanical Grubbing Of Tree Trunks With A Diameter Of 101-130 Cm, D) Demolition Of The Surface Bituminous Gr. 5 Cm - Milling With Embedding The Material Into The Roadside (Surface At The Beginning And End Of The Works Section), E) Constructing A 50 Cm Deep Trough Over The Entire Width Of The Body Of Passing Passages And Exits, F) Creating A 15 Cm Thick Sand Drainage Layer Under Passing Passages And Exits, G) Strengthening The Ground With A Layer Of Geotextile On The Cutting-Off Layer Under Passing Passages And Exits, H) Performing Mechanical Excavations In Category Iii Soil With Transverse Transfer - Construction Of Ditches With Planting Of Slopes And The Bottom Of The Excavation, I) Mechanical Excavation In Category Iii Soil With Transport Of Excavated Material For A Distance Of Up To 2 Km With Planting Of Slopes At Inns And Passing Areas, J) Construction Of Embankments In Category Iii Soil From Soil Obtained From The Excavation (The Excavation Obtained Thanks To The Contractors Efforts) With Compaction And Profiling Of Slopes - On Exits And Passing Roads, K) Making The Lower Base Layer Of A 0-63 Aggregate Mixture Mechanically Stabilized With A 25 Cm Thick Layer - On Exits And Passing Places, L) Making A Surface From A 0-31.5 Aggregate Mixture Mechanically Stabilized With A 10 Cm Thick Layer - On Exits And Passing Places, M) Leveling The Existing Exit Surface With A 0-31.5 Mm Mixture With Profiling To The Designed Transverse Slopes (Demolition Material),N) Making A Surface From A Crushed Stone Mixture 0-31.5 Mm, Top Layer 10 Cm Thick - Hardening The Roadsides With A Width Of 0.5 M,O) Sprinkling The Surface With Asphalt Emulsion,P) Leveling The Existing Base With A Mineral-Bituminous Mixture (Average Thickness 3Cm),Q) Making A Surface From Asphalt Concrete - Binding Layer With A Thickness Of 4 Cm,R) Construction Of An Asphalt Concrete Surface - A 4 Cm Thick Wearing Course,S) Laying Pipe Culverts Under The Exits With A Diameter Of 40 Mm Made Of Pecor-Optima Pehd Pipes Or Equivalent,T) Strengthening The Inlets And Outlets Of The Culverts Under The Exits Of Susceptible Pipes With Stone Riprap Made Of Crushed Stone On Cement Mortar,U) Desilting The Through Part Of The Pehd Pipes Pecor-Optima Or Equivalent With A Diameter Of 40 Mm. The Detailed Scope Of Works Is Determined By: Construction Design, Including Detailed Technical Specifications And Bill Of Quantities. The Ordering Party Requires At Least A 48-Month Guarantee And Warranty For The Completed Subject Of The Order. The Ordering Party Requires The Contractor Or Subcontractor To Employ Under The Terms Of An Employment Contract Within The Meaning Of The Labor Code Act All Persons Implementing The Subject Of The Order, With The Exceptio