Tenders Are Invited For Reconstruction Of Access Roads To Agricultural Land In The Following Towns: Chwałęcin And Boguszyn - Ul. Akacjowa/Boguszynek

The Subject Of The Order Is The Reconstruction Of Two Access Roads To Agricultural Land In The Towns Of Chwałęcin And Boguszyn - Ul. Akacjowa/Boguszynek, In Order To Improve Traffic Safety And Strengthen The Road Surface Structure. 1) Chwalęcin - Road Category - Municipal Road - Technical Class Of The Road - D, - Design Speed - V = 30 Km/H - Width Of The Road Surface Made Of Asphalt Concrete - Road Cross-Section - 4.20 M, - Cross-Section Of The Road - 2%, The Planned Reconstruction Of The Access Road To Agricultural Land With A Length Of 623 M In The Town Of Chwalęcin Takes Place Along The Existing Lines Separating The Road Lane Without Occupying Additional Land, Occupying Only The Land That Was Occupied By The Above Street. The Road Surface Reinforcement Structure Was Designed For: 1. Section Of 250.00 Meter With The Following Material Solution: - Wearing Course Made Of Ac 11S Asphalt Concrete, 5 Cm Thick - Main Base Made Of Mechanically Stabilized Crushed Aggregate, 8 Cm Thick, - Existing Auxiliary Base Made Of Mechanically Stabilized Crushed Aggregate, 18 Cm Thick, Widenings: - Wearing Course Made Of Ac 11S Asphalt Concrete, 5 Cm Thick Cm - Main Base Made Of Mechanically Stabilized Crushed Aggregate, 8 Cm Thick, - Auxiliary Base Made Of Mechanically Stabilized Crushed Aggregate, 18 Cm Thick, 2.Section Of 373 M With The Following Material Solution: - Wearing Course Made Of Ac 11S Asphalt Concrete, 5 Cm Thick - Main Base Made Of Mechanically Stabilized Crushed Aggregate, 8 Cm Thick, - Auxiliary Base Made Of Mechanically Stabilized Broken Aggregate, 18 Cm Thick, 2) Boguszyn Ul. Akacjowa/Boguszynek - Road Category - Municipal Road - Class Technical Road - D, - Design Speed - V = 30 Km/H - Road Width - Road Cross-Section - 4.10 M And At The Narrowing 3.00 M, - Cross-Road Inclination - 2%, Designed Reconstruction Of The Access Road To Agricultural Land With A Length Of 245.50 M In Boguszyn, Ul. Akacjowa/Boguszynek Takes Place Within The Existing Demarcation Lines Of The Road, Without Taking Up Additional Land, Occupying Only The Land That Was Occupied For The Above Street. A Structure For Strengthening The Road Surface And Exits Was Designed With The Following Material Solution: - Wearing Course Made Of Ac 11S Mineral-Asphalt Mixture, 5 Cm Thick, - Basic Base Made Of Mechanically Stabilized Crushed Aggregate, 8 Cm Thick Cm, - Auxiliary Foundation Made Of Mechanically Stabilized Crushed Aggregate, 18 Cm Thick, - Existing Foundation Structure 10 Cm. The Detailed Description Of The Order Is Indicated In Annex No. 11 To The Swz - Design (Including Construction Designs, Technical Specifications For The Execution And Acceptance Of Works) And Annex No. 12 A And 12B To The Swz (Bill Of Quantities - Blind Cost Estimates).