Tenders Are Invited For Reconstruction Of The Bridge Number Jni 062700022 Along With The Access Road Along Dp 3565Z (Mostowo - Drzewiany Road)

1. The Subject Of The Order Are Construction Works Constituting The Reconstruction Of The Bridge Number Jni 062700022 Together With The Access Road Along Dp 3565Z (Mostowo - Drzewiany Road). The Basic Scope Of Works Includes: 2. Reconstruction Of The Bridge: A) Construction Of Transition Slabs, B) Construction Of Caps With Energy-Absorbing Barriers, C) Construction Of A New Gable Screed, D) Replacement Of Insulation, E) Adjustment Of The Width Road To The Technical Parameters Of Class Z Roads (I.E. 2 X 3.0 M). 3. Reconstruction Of The Access Road To The Bridge, Approx. 984 M Long (Section A) A) Strengthening The Surface Structure And Making Adjustments To The Road Up To A Width Of 6 M. Road Surface Structure Road Surface - Existing: - Abrasive Layer - Ac11s 50/70 Gr. 4 Cm - Anti-Cracking Mesh - Binding And Leveling Filler - Ac16w 50/70 Gr. 5 Cm - Existing Surface After Milling. Road Surface - Widening: - Wearing Surface - Ac11s 50/70 Gr. 4 Cm - Anti-Cracking Mesh - Binding And Leveling Filler - Ac16w 50/70 Gr. 5 Cm - Binding Material - Ac16w 50/70 Gr. 4 Cm - Base - Ac22p 50/70 Gr. 10 Cm - Auxiliary Foundation - Stab Mixture. Cem. C3/4 (Rm<6Mpa) Gr. 15 Cmb)Construction And Reconstruction Of Entrances To The Property From Bituminous Mass, C)Reconstruction Of Ditches And Their Reprofiling,D)Construction Of Roadsides,4.Reconstruction Of The Access Road To The Bridge With A Length Of 155 M (Section B) A)Strengthening The Surface Structure And Making Adjustments To The Road Up To A Width Of 6M.Construction Of The Road Surface In The Place Of Replacing The Road Structure (On Flyer) And The Structure Of The Exit - Existing Subgrade - Soil Stabilization With A Thickness Of 15 Cm Rm<6Mpa - Base Layer Of 10 Cm Thick Made Of Ac 22P Asphalt Concrete For Kr3-Kr4 Produced And Laid Hot - Leveling Layer Of Minimum 4 Cm Thick Made Of Asphalt Concrete Ac 16W For Kr3-Kr4 Produced And Laid Hot - Binding Layer Of Minimum 5 Cm Thick Concrete Ac 16W Asphalt Concrete For Kr3-Kr4 Produced And Laid Hot - Anti-Cracking Mesh (Geogrid) Produced And Laid Hot - 4Cm Thick Wearing Course Of Asphalt Concrete Ac 11S For Kr3-Kr4 Produced And Laid Hot. Pavement Structure On The Existing Bituminous Road - Existing Subgrade - Binding And Leveling Layer, Minimum 5 Cm Thick, Made Of Ac 16W Asphalt Concrete For Kr3-Kr4 Manufactured And Laid Hot - Anti-Cracking Mesh (Geogrid) Manufactured And Laid Hot - Wearing Layer 4 Cm Thick Made Of Ac 11S Asphalt Concrete For Kr3-Kr4 Manufactured And Laid On Hot Hot. B) Construction Of Roadsides, C) Construction Of Low Greenery, 5. The Works Will Be Carried Out In Accordance With The Temporary Traffic Organization Project Developed By The Contractor. The Project Should Include The Arrangements Required By Law. The Costs Of Developing The Project Are Borne By The Contractor. 6. The Detailed Scope Of Works Is Specified In The Bill Of Quantities, Design Documentation And Technical Specifications For The Execution And Acceptance Of Construction Works, Cons