Tenders Are Invited For Renovation Of The District Road Dp 1053S In Starcza, Length 600M in Poland

Work Detail

Renovation Of The District Road Dp 1053S In The Town Of Starcza, Length 600 M. The Subject Of The Order Is The Renovation Of The District Road Dp 1053S In The Town Of Starcza, Length 600 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: Dp1053s 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 12 Cm With Crushing (700 T). Transport To The Storage Yard Along With Piling Up To A Distance Of 2 Km - 180 T Of Reclaimed Material For Hardening The Roadsides. Transport To The Odm - 3 Poczesna Storage Yard For A Distance Of Up To 12 Km - 520 T. - 3600.00 M2; - Elimination Of Breakthroughs In Technology: Construction Of A Trough For Construction Layers 30 Cm Thick, Crushed Aggregate Foundation 31.5/63 Gr 25 Cm After Compaction, Bituminous Foundation Ac 22P 35/50 Gr 8 Cm After Compaction Compaction - 100.00 M2; - Mechanical Cutting Of The Inflated Roadside, 10 Cm Thick, With Removal Of The Gravel At A Distance Of Up To 2 Km - 600.00 M2; - Mechanical Cleaning Of The Improved Road Surface - 7,310.00 M2; - Sprinkling The Improved Road Surface With Asphalt Emulsion - 7,310.00 M2; - Dismantling And Reinstallation Laying A Street Stream With Two Rows Of 8 Cm Concrete Paving Stones On A Concrete Bench (25% New Paving Stones) – 600.00 M;- Vertical Adjustment Of Street Inlets – 8.00 Pcs.;- Surface Made Of Mineral And Bituminous Grit Mixtures /Binding Layer/ Ac 16 W Kr 3-4; Thickness After Compaction 7 Cm - 3660.00 M2; - Surface Made Of Mineral And Bituminous Grit Mixtures / Wearing Course / Ac 11 S Kr 3-4; Thickness After Compaction 4 Cm. Technological Connections Of The Bituminous Surface Using Self-Adhesive Asphalt Tape - 3650.00 M2; - Dismantling And Re-Laying The Sidewalk With Concrete Paving Stones. 8 Cm With Supplementation Of The Substructure - 10% New Cubes - 60.00 M;- Dismantling And Re-Laying Concrete Curbs With Dimensions Of 100 X 30 X 15 On A Concrete Footing - 10% New Curb - 40.00 M;- Reconstruction Of Horizontal Traffic Organization Using Thick-Layer Technology - 1.00 Sets;- Hardening Of The Roadsides Reclaimed Asphalt, Lower Layer, Thickness After Compaction, 6 Cm - 600.00 M2; - Hardening Of The Roadsides With Reclaimed Asphalt, Upper Layer, Thickness After Compaction, 4 Cm - 600.00 M2; Intersections With Existing Underground Utilities. Under Strict Supervision Of The User Of A Given Weapon. Existing Utilities Should Be Carefully Located And Exposed Before Excavation.

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