Tenders Are Invited For Partial Renovations, Removal Of Breakthroughs And Sectional Strengthening Of Structures On District Roads.

Partial Renovations, Removal Of Breakthroughs And Sectional Strengthening Of Structures On District Roads. The Scope Of Planned Necessary Works Includes In Particular: 1. Elimination Of Breakthroughs: A) Demolition Of The Sub-Base - 4000 M2b) Transverse Blocks Made Of Pvc Pipes 100 - 300 Mc) Sub-Base Made Of Aggregates, Gravel, Lower Layer - 4000 M2 D) Sub-Base Made Of Aggregates, Crushed Stone, Upper Layer, Thickness 20Cm - 4000 M2e) Sprinkling The Surface With Asphalt - 4000 M2f) Leveling The Existing Base With The Ac 16 P Mixture, Thickness. 5 Cm - 500 Tg) Sprinkling The Surface With Asphalt - 4000 M2h) Laying A Wearing Course Of Asphalt, Thickness. 4Cm - 4000 M22. Pavement Works, Partial Renovations Using Grit, Potholes With A Depth Of 3 Cm - 500 M2b) Partial Renovations Using Grit, Potholes With A Depth Of 5 Cm - 500 M2c) Partial Renovations Using Grit, Potholes With A Depth Of 7 Cm - 500 M23. Sectional Replacement Of Structures (Expensive) Milling Of Bituminous Surface, Thickness Up To 5 Cm - 6700 M2b) Cleaning The Surface - 6700 M2c) Sprinkling The Surface With Asphalt - 6700 M2d) Leveling The Existing Foundation, Thickness 2 Cm After Dumping - 335 Te) Sprinkling The Surface With Asphalt - 6700 M2f) Strengthening The Ground With Geogrid And Geotextile, Geogrid 100Knx100kn - 6700 M2g) Laying The Binding Asphalt Layer, Thickness. 5 Cm -6700 M2h) Sprinkling The Surface With Asphalt - 6700 M2i) Laying A Wearing Tar Layer, Thickness. 4 Cm – 6700 M2j) Cutting Off The Overhanging Roadsides Thick. 10 Cm -1,100 M2k) Filling The Roadsides With A Crushed Stone Mixture Dia. Gr. 10 Cm - 1,100 M2 3. The Detailed Scope Of Works Is Specified In The Bill Of Quantities And The Technical Specification For The Execution And Acceptance Of Works Constituting Annex No. 1 To The Swz.