Tenders Are Invited For Modernization Of Municipal Roads In The Commune, Divided Into Parts

4.2.1. Part 1 Construction Of Municipal Road No. 105122L In The Town Of Spiczyn, Spiczyn Commune Located On Plot No. 455 In Spiczyn On A Section Of 1,215.00 M, Including: A) Widening The Road With A Variable Width, B) Regrinding The Existing Structure With Mineral Aggregate 0-31.5 And Recycling Using Cement, C) Profiling The Substructure After Recycling The Structure, D) Development Prescription To Produce A Mixture With A Strength Of 2.5 Mpa, E) Making A Leveling Layer Of Aggregate 0-31.5 Mm, F) Making An Asphalt Concrete Surface, G) Making A Binding Layer, H) Making Roadsides Made Of Mineral Aggregate 0-31.5, I) Reconstruction Of Existing Exits, J) Replacing The Existing Amphibian Stile With A New One Made Using Monolithic Reinforced Concrete Technology, K) Execution Post-Construction Geodetic Inventory, L) Obtaining, On Behalf Of The Ordering Party, An Invalid Use Permit Or A Certificate Of Lack Of Grounds To Raise An Objection To The Notification Of The Construction Supervision Authority About The Completion Of Construction. Characteristic Parameters Of The Road: - Area Of The Reconstructed Road - 5619.00 M2, - Width Of The Designed Road Surface - 4.5 - 5.0 M - Length Of The Reconstructed Road - 1215.00 Mb - Width Of The Designed Shoulders - 0.75 M - Traffic Category - Kr2 Road Surface Structure: Roadway: - Wearing Course Of Asphalt Concrete Ac 11S 50/70, 3 Cm Thick, - Binding Layer Of Asphalt Concrete Ac 16W 50/70, 4 Cm Thick, - Aggregate Base Layer Mineral 0-31.5 - 12 Cm, − Leveling Layer Of The Base Made Of Crushed Aggregate 0-31.5 Of Variable Thickness, Average 5 Cm With The Addition Of Cement - Deep Recycling On Site To A Depth Of 25 Cm. Construction Of The Road Widening Surface: − Wearing Course Of Asphalt Concrete Ac 11S 50/70, 3 Cm Thick, − Binding Layer Of Asphalt Concrete Ac 16W 50/70, 4 Cm Thick, − Base Layer Of Mineral Aggregate 0-31.5 – 14 Cm, − Leveling Layer Of The Base Made Of Crushed Aggregate 0-31.5, Variable Thickness, Average 5 Cm With The Addition Of Cement - Deep Recycling On Site To A Depth Of 25 Cm, − Layer Of Concrete Aggregate 0-63 Mm, 20 Cm Thick. Surface Structure Roadsides: − Layer Of Crushed Aggregate 0-31.5 Mm, 7 Cm Thick, − Structure In The Same Way As Under The Bituminous Surface. Structure Of Raised Intersections: − Wearing Course Of Concrete Paving Stones, 8 Cm Thick, − Layer Of 2/7 Gravel Ballast, 3 Cm Thick, − Wearing Course Of Ac 11S 50/70 Asphalt Concrete, 3 Cm Thick Cm, − Binding Layer Of Asphalt Concrete Ac 16W 50/70, 4 Cm Thick, − Base Layer Of Crushed Aggregate 0-31.5, Variable Thickness Of 12 Cm, − Leveling Layer Of The Base Made Of Crushed Aggregate 0-31.5 Mm, Variable Thickness, Average 5 Cm, With The Addition Of Cement - Deep Recycling On Site To A Depth Of 25 Cm.