Tenders Are Invited For Reconstruction Of Municipal Road No. 420880W - Ul. Piłsudskiego In Węgrów Carried Out As Part Of The Task Entitled Construction Of A Fountain On St. Marys Square In Węgrów And The Infrastructure Leading To It

Description Of The Existing Condition. The Section Of The Road In Question Is Located In The Central Part Of The Town Of Węgrów. The Beginning Of The Reconstructed Road From The Roundabout Intersection With The Provincial Road Dw637 To The Intersection With Żeromskiego And Rynek Mariacki Streets, The Length Of The Reconstruction Is 556.70 Meters. The Scope Includes Plots With Registration Number 5879/1; 3570; 3598; 6170/1 Constituting The Right-Of-Way Of Municipal Roads And Plots No. 3915/1 And 4312 Constituting The Right-Of-Way Of District Roads. Currently, The Road Section Has A Variable Plot Width From 16.3 M To 26.7 M, With An Asphalt Concrete Roadway With An Average Width Of 9.20 M. The L-Class Road Has A Street Cross-Section With Sidewalks On Both Sides Made Of Paving Stones And Partially Made Of Asphalt Concrete, With A Variable Width Of 2.0 M; 2.50 M And 3.0 M, Mostly Moved Away From The Road, Locally In The Final Section Adjacent To The Road. The Existing Bituminous Surface Is In Poor Technical Condition, There Are Local Deformations And Kinks In The Road, Surface Defects And Numerous Transverse Cracks. (...) Planned Project. The Cross-Sections Of The Road Will Be Adapted To Provide An Additional Left-Turn Lane. The Total Width Of The Road Will Be 9.60 M, Including A 0.30 M Wide Sewer On Both Sides. The Cross-Sections Will Be Adjusted To Standard Slopes In Places Where The Road Has Been Deformed. Taking Into Account The Kr1 Traffic Category, The Following Pavement Structure Was Adopted On The Section In Question: Wearing Course Of Asphalt Concrete Ac11s 50/70 For Kr 1-2 Gr. 4 Cm; Leveling Layer Of Asphalt Concrete Ac11w 50/70 For Kr 1-2 Quantity On Average 100 Kg/M2; Anti-Cracking Layer Of Fiberglass Geogrid Coated With Asphalt. Road Structure In Places Of Lost Pavement: Wearing Course Of Asphalt Concrete Ac11s 50/70 Kr 1-2, 4 Cm Thick; Binding Layer Of Asphalt Concrete Ac16w 50/70 Kr 1-2, 8 Cm Thick; Basic Foundation Made Of Unbound Mixture C90/3 Made Of Crushed Aggregate Fraction 0/31.5 Mm, 20 Cm Thick; Reinforcing Layer Made Of Cbgm Cement Mixture 0/31.5 Mm C3/4, 20 Cm Thick; Cut-Off Layer Of Sand, Thickness 10. Construction Of Pedestrian Shelters: Red Concrete Paving Stones, Thickness. 8 Cm; Cement-Sand Bedding Thick. 4 Cm; Substructure Made Of Cbgm C3/4 Mixture, Fraction 0/31.5 Mm Thick. 15Cm; Cutting Layer Of Sand, Thickness 10 Cm. There Are No Changes To The Existing Road Drainage Method. The Road Will Be Drained, As Before, On The Surface By Adding Transverse And Longitudinal Slopes; On Sections Where The Longitudinal Slopes Are Too Small, Separate Sewage Lowered From Concrete Paving Stones Will Be Designed. Road Drainage Will Also Be Improved By Rebuilding And Adjusting The Existing Storm Sewage Inlets. Road Works: - Measurement Works; - Care Of Tree Crowns To Maintain The Standard Road Gauge; - Corrective Milling Of The Bituminous Surface (Including Cuts To Connect It To The Existing Surface); - Demolition Of The Existing Road