Tenders Are Invited For Renovation Of The Dp District Road No. 1051 S In Aleksandria - Ul. Gościnna, Konopiska Commune, Length 780M.

Renovation Of The Dp District Road No. 1051 S In Aleksandria - Ul. Gościnna, Konopiska Commune, Length 780 M. The Facility Is Intended For 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: Dp1051s Road Width: 5.80 M (2 X 2.90 M): Road Class: Z1/2, Traffic Load Category Kr 3 Cross-Section: Single-Road Two-Way Road Width On The Straight: 5.80 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 Transport To A Storage Yard At A Distance Of Up To 5 Km And Crushing. Destruct Property Of Pzd (50% Of The Obtained Reclaim Intended For Hardening The Roadsides) - 4524.00 M2; - Mechanical Cutting Of The Inflated Roadside, 10 Cm Thick, With Transport Of Excavated Material Up To 2 Km (Including Disposal) - On One Side 1 M - 780.00 M2; - Mechanical Construction Of A Trough For Construction Layers To A Depth 25 Cm With Transport Of Excavated Material Up To 5 Km (Including Disposal) - 4914.00 M2; - Stabilization Of The Existing Subsoil With A Hydraulic Binder Using A Stabilization Unit Rm = 2.5 Mpa, Layer Thickness Of 20 Cm After Compaction (Possible Re-Graining With Medium Layer Thickness Of 10 Cm) To Achieve A Load-Bearing Capacity Of E2 ≥ 120 Mpa – 4914.00 M2;- Substructure Made Of Crushed Aggregate 31.5/63 - Bottom Layer Thick. 15 Cm After Compaction - 4836.00 M2; - Mechanical Cleaning Of The Improved Road Surface - 9458.00 M2; - Sprinkling The Improved Road Surface With Asphalt Emulsion - 9458.00 M2; - Crushed Aggregate Subbase 0/31.5 - Top Layer Thick. 5 Cm Cm After Compaction - 4797.00 M2; - Vertical Adjustment Of Street Drains On Existing Drains - 12.00 Pcs.; - Vertical Adjustment Of Street Drains On Existing Drains, Including Installation Of An Intermediate Plate And A Relief Ring (New Drain Class D 400) - 4.00 Pcs.; - Substructure Made Of Mineral Mixture - Bituminous Grit Ac 16 P 35/50 Kr 3-4; Thickness After Compaction 9 Cm – 4758.00 M2;- Surface Made Of Mineral-Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S 50/70 Kr 3-4; Thickness After Compaction 4 Cm (All Technological Joints Of The Surface With Bituminous Tape) - 4700.00 M2; Sides And Ditches - Dismantling The Surface Of Exits And Sidewalks From Paving Stones And Re-Laying Them With The Addition Of A Base Made Of Crushed Aggregate (10% New Cubes) - 125.00 M2; - Dismantling And Re-Laying Concrete Curbs 15 X 30 On A Concrete Bench. (25% New Curb) – 95.00 M;- Vertical Adjustment Of Water Supply Gate Valves On Concrete Rings – 25.00 Pcs.;- Renovation Of The Ditch With Profiling Of The Bottom And Slopes (30% Silting) With Removal Of Excavated Material To A Distance Of Up To 5 Km – 500.00 M;- Hardening Of Roadsides And Exits Reclaimed Asphalt - Bottom Layer; Thickness 10 Cm After Compaction (1.0 M