Tenders Are Invited For Construction Of Asphalt Roads In The Kijewo Królewskie Commune - 2 Tasks - 2Nd Procedure

1) Part 1 - Reconstruction - Modernization Of The Municipal Road No. 060514C Kijewo Królewskie - Napole (Ul. Zbożowa) In The M. Kijewo Królewskiea) Scope Of The Study: The Scope Of The Study Includes: Reconstruction - Modernization Of The Municipal Road No. 060514 C Kijewo Królewskie - Napole (Ul. Zbożowa), Commune Kijewo Królewskie, 578.00 M Long. B) Location Of The Facility: The Rebuilt Section Of The Road Provides Access To Habitats Located Along The Road. The Beginning Of The Study At The Height Of Plot No. 85, And The End At The Intersection With The Municipal Road No. 060521C Napole - Żygląd.C) Technical Assumptions: The Following Technical Assumptions Were Adopted For The Reconstructed Road: - Kr-1 - Technical Class Vii Road - Road Width 4.00 M - Crown Width 6.00 M - Design Speed 30 Km / Hd) Routes, Cross-Sections, Gradelines: The Planned Road Width Is 4.00 M With A Roof-Shaped Cross-Section And A Transverse Slope Of I = 2.0%. There Is A 0.75 M Wide Shoulder On Both Sides And A Transverse Slope Of I = 3%. The Longitudinal Slopes Of The Gradeline Are Within The Standard Limits. The Situational And Elevation Plan Shows The Geometry Of The Road In The Plan, The Width Of The Road With The Shoulders, The Location Of The Exits To The Property, The Transverse Slopes Of The Road. E) Road Surface Structure: The Existing (Stone) Road Surface Was Designed With The Following Structure: - Leveling The Existing Foundation With Concrete Rubble 0/63 Mm Thick. 10 Cm - Upper Foundation Layer Made Of Crushed Stone 0/31.5 Mm Thick. 5 Cm - Surface Cleaning - Sprinkling - Mineral-Bituminous Binding Layer, Thick. 4 Cm Ac 16W - Wearing Layer Of The Surface Made Of Ac 11S Bituminous Mass, Thick. 4 Cmthe Road Widening Surface Was Designed With The Following Structure: - Mineral-Bituminous Wearing Course, Thick. 4 Cm Ac 11S- Mineral-Bituminous Binding Layer, Thick. 4 Cm Ac 16W- Upper Foundation Layer Made Of Crushed Hard Aggregate 0/31.5 Mm, Thickness. 5 Cm - Lower Foundation Layer Made Of Concrete Rubble 0/63 Mm Thick. 20 Cm - Thick Sand Cutting Layer. 10 Cmthe Hardening Of The Roadside Should Be Made Of: - Crushed Stone 0-31.5 Mm With An Average Thickness Of The Stone Layer After Compaction Of 10 Cm - The Lower Layer Of Foundation Made Of Concrete Rubble 0-63 Mm Thick. 23 Cm - Cutting Layer Of Sand, Thick. 10 Cmf) Construction Of The Surface Of The Existing And Planned Exits: The Surface Of The Planned Exits Was Designed With The Following Structure: - Wearing Layer, Made Of Asphalt Concrete, Thick. 4 Cm - Binding Layer, Asphalt Concrete, Thick. 4 Cm - Substructure Made Of Concrete Rubble 0/63 Mm, Thickness. 20 Cm - Sand Cutting Layer, Thick. 10 Cmg) Terrain Balance: - Road Area 2,312.00 M2 - Exit Area 49.00 M2h) Road Drainage: The Road Drainage Was Designed Through Transverse And Longitudinal Slopes Of The Reconstructed Road And Shoulders Onto The Adjacent Green Areas And Into Existing Trapezoidal Road Ditches. In Order To Ensure Trouble-Free Flow Of Water From T