Tenders Are Invited For Renovation Of The Dp District Road No. 1032 S In The Town Of Zawada, Commune. Kłomnice Length: 1,130 M.

Renovation Of The Dp District Road No. 1032 S In The Town Of Zawada, Commune. Kłomnice, 1,130 M Long. The Subject Of The Order Is The Renovation Of The Dp District Road No. 1032 S In The Town Of Zawada, Commune. Kłomnice, 1,130 M Long, Consisting In The Reconstruction Of The Original Condition Of The Road. The Purpose Of The Facility Is To Carry Local Vehicular Traffic. The Road In Question Is A Linear Structure With A Surface Made Of A Mineral And Bitumen Mixture. The Road Is A Public Facility With Communication Functions. Basic Technical Parameters Of The Investment: Dp1032s Road Width: 6.00 M (2 X 3.00 M): Road Class: Z1/2, Traffic Load Category Kr 3 Cross-Section: Single-Road Two-Way Road Width On The Straight: 6.00 M One-Sided Cross-Slope 2% To 4% Roof Cross-Slope 2% Surface: Ac Scope Of Work To Be Performed: - Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness 9 Cm With Crushing (1090 T). Transport To The Storage Yard At A Distance Of Up To 2 Km - 300 T. Transport To The Odm Storage Yard - 1 Rudniki, At A Distance Of Up To 16 Km - 790 T - 6,780.00 M2; - Mechanical Cutting Of The Oversized Roadside, 10 Cm Thick, With Transport Of The Curb To A Distance Of Up To 2 Km - 1,130.00 M2; - Liquidation Of Breakthroughs In Technology: Construction Of A Trough Under Construction Layers 30 Cm, Sub-Base Made Of Crushed Aggregate 31.5/63, Thickness After Compaction 22 Cm, Sub-Base Made Of The Ac 16 P 35/50 Kr 3/4 Grit Mineral-Asphalt Mixture, Thickness After Compaction 8 Cm – 200.00 M2;- Mechanical Cleaning Of The Improved Road Surface – 13693.00 M2;- Sprinkling The Road Surface Improved With Asphalt Emulsion – 13,693.00 M2;- Vertical Adjustment Of Sanitary Sewage Manholes On Spacer Rings – 20.00 Pcs.;- Vertical Adjustment Of Street Sewage Inlets – 1.00 Pcs.;- Protection Of The Asphalt Surface Against Cracks With A Geogrid – 360.00 M2;- Surface Made Of Mixtures Mineral And Bituminous Grit Stones /Binding Layer/ Ac 16 W Kr 3-4; Thickness After Compaction 5 Cm – 6993.00 M2;- Surface Made Of Mineral And Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S Kr 3-4; Thickness After Compaction 4 Cm - 6800.00 M2; Road Works: - Dismantling And Re-Laying The Sidewalk With Concrete Paving Stones. 8 Cm With Supplementation Of The Substructure - 10% New Cubes - 50.00 M2;- Dismantling And Re-Laying Of Concrete Curbs With Dimensions Of 100 X 30 X 15 On A Concrete Footing - 10% New Curb - 40.00 M;- Reconstruction Of Horizontal Markings Using Thick-Layer Technology - 1.00 Sets;- Hardening Of The Roadsides Reclaimed Asphalt, Lower Layer, Thickness After Compaction, 6 Cm - 1,130.00 M2; - Hardening Of The Roadsides And Exits With Reclaimed Asphalt, Upper Layer, Thickness After Compaction, 4 Cm - 1,200.00 M2. Intersections With Existing Underground Infrastructure. At Intersections And Approaches With Existing Infrastructure, Earthworks And Assembly Works Must Be Carried Out Carried Out Manually, In Accordance With The Requirements And Under The Stri