Tenders Are Invited For Renovation Of The Dp District Road No. 1051 S In Aleksandria, Length 730M, Konopiska ... in Poland

Work Detail

Renovation Of The Dp District Road No. 1051 S In The Town Of Aleksandria, Length 730 M, Konopiska Commune. The Subject Of The Order Is The Renovation Of The Dp District Road No. 1051 S In The Town Of Aleksandria, Length 730 M, Konopiska Commune, 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: 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) – 4234.00 M2;- Mechanical Cutting Of The Inflated Roadside, 10 Cm Thick, With Transport Of Excavated Material To A Distance Of Up To 2 Km (Including Disposal) - On One Side 1 M – 730.00 M2;- Mechanical Construction Of A Trough For Construction Layers On Depth Of 25 Cm With Removal Of Excavated Material Up To 5 Km (Including Disposal) - 4599.00 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) In Order To Achieve The Load-Bearing Capacity Of E2 ≥ 120 Mpa – 4599.00 M2;- Substructure Made Of Crushed Aggregate 31.5/63 - Bottom Layer Thick. 15 Cm After Compaction – 4599.00 M2;- Mechanical Cleaning Of The Improved Road Surface – 8873.00 M2;- Sprinkling The Improved Road Surface With Asphalt Emulsion – 8873.00 M2;- Crushed Aggregate Foundation 0/31.5 - Top Layer 5 Cm Thick Cm After Compaction – 4526.00 M2;- Vertical Adjustment Of Street Drains On Existing Drains - 12.00 Pcs.;- Vertical Adjustment Of Street Drains On Existing Drains, Including The Installation Of An Intermediate Plate And A Relief Ring (New Drain Class D 400) - 3.00 Pcs.;- Substructure Made Of Ac 16 Mineral-Bitumen Mixture P 35/50 Kr 3-4; Thickness After Compaction 9 Cm – 4453.00 M2;- Surface Made Of Mineral And Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S 50/70 Kr 3-4; Thickness After Compaction 4 Cm - 4420.00 M2; Sides And Ditches - Dismantling The Surface Of Exits And Sidewalks Made Of Paving Stones And Re-Laying Them With The Addition Of A Base Made Of Crushed Aggregate. Exits Framed From The Road With A Concrete Curb (Exits 110 M2 + Sidewalk 5 M2) - 115.00 M2; - Vertical Adjustment Of Water Supply Gate Valves On Concrete Rings - 10.00 Pcs.; - Renovation Of The Ditch With Profiling Of The Bottom And Slopes (30% Siltation) With Removal Of Excavated Materi

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