Tenders Are Invited For Reconstruction Of Forest Road No. 18

The Subject Of The Order Is The Reconstruction Of Forest Road No. 18 At Km 6 + 268.50 - 7 + 247.26, Consisting Of: A) Determining The Route And Height Points Of The Road In Plain Terrain With Post-Construction Geodetic Inventory, B) Mechanical Grubbing Up Of Tree Trunks With A Diameter Of 66-75 Cm, C) Mechanical Grubbing Of Tree Trunks With A Diameter Of 76-100 Cm, D) Mechanical Grubbing Of Tree Trunks With A Diameter Of 101-130 Cm, E) Demolition Of Culverts Under The Road And Exits, Diameter 60 With Concrete Front Walls, F) Construction Of The Through Part Of The Culverts Under The Road Crown From Pecor-Optima Pehd Pipes Or Equivalent With A Diameter Of Fi 60, G) Construction Of Concrete Walls From C25/30 Concrete With Reinforcement, H) Construction Of A Trough With A Depth Of 30 Cm Over The Entire Width Body Of Passing Passages And Exits, I) Creating A 25 Cm Thick Sand Drainage Layer Under Passing Passages And Exits, J) Strengthening The Ground With A Layer Of Geotextile On The Cutting Layer Under Passing Passages And Exits, K) Mechanical Excavation In Category Iii Soil With Transverse Transfer - Construction Of Ditches With Planting Of Slopes And The Bottom Of The Excavation, Exits And Culverts, L) Mechanical Excavation In Category Iii Soil With Transport Of Excavated Material For A Distance Of Up To 2 Km With Planting Of Slopes, M) Construction Of Embankments In Category Iii Soil From Soil Obtained From The Excavation (The Excavation Obtained Thanks To The Efforts Of The Contractor) With Compaction And Profiling Of The Slopes, N) Construction Of The Lower Layer Of The Foundation From A Mixture Of Aggregate 0-63 Mechanically Stabilized With A 20 Cm Thick Layer - On Exits And Passing Roads, O) Construction Of A Surface Made Of An Aggregate Mixture 0-31.5 Mechanically Stabilized With A 10 Cm Thick Layer - At Exits And Passing Places, P) Leveling The Existing Road Surface With A 0-31.5 Mm Mixture With Profiling To The Designed Transverse Slopes, Q) Making A Surface Of A 0-31.5 Mm Crushed Stone Mixture, A 10 Cm Thick Upper Layer - Under The Road, R) Making A Surface Of A 0-31.5 Mm Thick Crushed Stone Mixture, An Upper Layer Of 10 Cm - Hardening Of The Roadsides With A Width Of 0.5 M, S) Sprinkling The Surface With Asphalt Emulsion, T) Making A Surface Of Asphalt Concrete - A Binding Layer With A Thickness Of 5 Cm, U) Making A Surface Of Asphalt Concrete - A Wearing Course With A Thickness Of 4 Cm, V) Laying Pipe Culverts Under Exits With A Diameter Of 40, Made Of Pecor-Optima Pehd Pipes Or Equivalent, In) Making Reinforcements Inlets And Outlets Of Culverts Under The Exits Of Flexible Pipes Covered With Crushed Stone On Cement Mortar. 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 Un