Tenders Are Invited For Renovation Of The District Road Dp No. 1093S In Lusławice, Janów Commune, Length 620M. in Poland

Work Detail

Renovation Of The Dp District Road No. 1093S In The Town Of Lusławice, Janów Commune, Length 620 M. The Subject Of The Order Is The Renovation Of The Dp District Road No. 1093 S In The Town Of Lusławice, Janów Commune, Length 620 M, Consisting In The Reconstruction Of The Original Condition Of The Road. The Purpose Of The Facility Is To Conduct Local Road 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: Dp1093s 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 Works To Be Performed: Surface: - Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness 10 Cm With Transport To The Storage Yard At A Distance Of Up To 3 Km, Crushing And Piling. Destruct Owned By Pzd Intended For Hardening Of Roadsides - 3960.00 M2; - Mechanical Construction Of A Riverbed For Structural Layers To A Depth Of Up To 25 Cm With Excavation Transport Up To 5 Km Along With Disposal - 90.00 M2; - Mechanical Cutting Of The Overhanging Roadside 10 Cm Thick With Excavation Transport Up To 2 Km - 300.00 M2;- Dismantling And Re-Laying A Stream Of Two Rows Of Concrete Paving Stones On A Concrete Bench - 20% New Paving Stones - 110.00 M2;- Mechanical Cleaning Of The Improved Road Surface - 8060.00 M2;- Sprinkling The Improved Road Surface With Asphalt Emulsion - 80,600.00 M2;- Vertical Adjustment Sanitary Sewage Manholes On Spacer Rings - 2.00 Pcs.;- Vertical Adjustment Of Street Sewage Inlets - 2.00 Pcs.;- Substructure Made Of Crushed Aggregate 0/31.5, Thickness After Compaction 15 Cm - 90.00 M2;- Surface Made Of Mineral-Bituminous Grit Mixtures /Binding Layer/ Ac 16 W Kr 3-4; Thickness After Compaction 6 Cm – 4070.00 M2;- Surface Made Of Mineral And Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S Kr 3-4; Thickness After Compaction 4 Cm - 3990.00 M2; Road Works: - Dismantling And Re-Laying The Sidewalk With Concrete Paving Stones. 8 Cm With Supplementation Of The Substructure - 10% New Cubes - 40.00 M2;- Vertical Adjustment Of The Telecommunication Well Cover - 2.00 Pcs.;- Dismantling And Re-Laying Of Concrete Curbs With Dimensions Of 100 X 30 X 15 On A Concrete Footing - 10% New Curb - 50.00 M;- Reconstruction Of Horizontal Markings Using Technology Thick Layer - 1.00 Sets;- Hardening Of Roadsides With Reclaimed Asphalt, Lower Layer, Thickness After Compaction 6 Cm - 300.00 M2;- Hardening Of Roadsides And Exits With Reclaimed Asphalt, Upper Layer, Thickness After Compaction 4 Cm - 350.00 M2; Intersections With Existing Underground Utilities In Places Intersections And Proximity To Existing Utilities, Earthworks And Assembly Works Must Be Carried Out Manually, In Accordance With The Requirements And Under The Strict Supervision Of T

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