Tenders Are Invited For Reconstruction Of District Road No. 2117 L In The Towns Of Młodziejów, Klimusin, Żegotów, Commune. Sands

1. The Subject Of The Order Is The Reconstruction Of District Road No. 2117 L In The Towns Of Młodziejów, Klimusin, Żegotów, Commune. Piaski From Km 0+429.75 To Km 5+414.85 On A 4.99 Km Long Section (Task Called Reconstruction Of District Road No. 2117 L In The Towns Of Młodziejów, Klimusin, Żegotów, Piaski Commune). 2. The Task Will Be Implemented Under The Funds Of The Government Road Development Fund Planned For 2026 For The Reconstruction Of District Roads.3. Scope Of Works To Be Performed: Reconstruction Of The Road With A Width Of 5.50 M (Width On Curves Max. 6.00 M): Structure: Wearing Course, Binding Layer And Anti-Cracking Fiberglass Mesh; Construction On Widenings: Wearing Course, Binding Layer, Anti-Cracking Fiberglass Mesh, Base Made Of A Non-Aggregate Mixture, Frost Protection Layer. On The Section From Km 2+256.96 To Km 3+080.00, There Is A One-Sided Pedestrian Road With A Paving Stone Surface And A Width Of 2.30 M On The Left And Then On The Right. Bus Platforms Should Be Constructed In The Immediate Vicinity Of Existing Bus Stops (Paving Stone Surface). Individual Exits On Both Sides Of The Road - Crushed Stone Or Asphalt Concrete Surface In Accordance With The Land Development Plan. Public Exits On Both Sides Of The Road With An Asphalt Concrete Surface In Accordance With The Land Development Plan. 0.75 M Wide Roadsides Made Of Mechanically Stabilized Crushed Aggregate. Development Of Areas Not Covered With Pavements In The Form Of Green Areas. Rainwater Drainage From The Designed Surfaces Through Transverse And Longitudinal Slopes. The Main Recipients Of Rainwater And Meltwater Will Be Evaporation Ditches. Illumination Of The Pedestrian Crossing Using Hybrid Led Street Lamps. Basic Road Data: Length Of The Designed Section: 4985.1 M Road Class: L Design Speed: 50 Km/H Cross-Section: Single-Lane Road Cross-Slope: Roof-Shaped 2% Road Width: 5.50 M Side Width: 0.75 M Traffic Load Category: Kr2 Axle Load: 115 Knswidth Of The Sidewalk: 2.30 M Width Of The Roadside: 0.75 M Basic Works:• Preparatory Works, ` • Demolition Of Road Elements And Culverts, • Excavation And Removal Of Excess Soil, • Construction Of Embankments From Transported Soil, • Culverts Under The Road Crown - Construction Of The Through Part, • Strengthening Of Slopes And The Bottom Of Ditches With Cobblestones, • Profiling And Compaction Of The Subsoil, • Execution Road Base And Surface, • Construction Of The Sidewalk Base And Surface, • Construction Of The Base And Surface Of Bus Platforms, • Topsoiling With Sowing Of Slopes, • Reprofiling Of Ditches With Profiling Of The Bottom And Slopes, • Setting Of Curbs And Concrete Edges, • Height Regulation Of Exits, • Horizontal And Vertical Road Markings, • Lighting Pedestrian Crossings With Hybrid Lanterns. Notes: Material From The Demolition Of The Bituminous Surface (Milling) Should Be Transported To The Investors Material Base Located At Ul. Piasecka 144 In Świdnik Or To The Place Indicated By Him (At A Distance In Acc