Tenders Are Invited For Modernization Of Poviat Road Surfaces In The Otwock Poviat - Stage I

Part I - Reconstruction Of Poviat Road No. 1303W In The Town Of Task Implemented As Part Of The Task Planned For The Property Expenditure Plan Of The Otwock Poviat For 2025 Entitled Modernization Of The Dp1302w Road In The Town Of Dysoczyn 2. Information: A) The Task Includes The Reconstruction Of The Poviat Road No. 1303W In The Town Of Dysoczyn - A Section Of About 530 Mb - The Section Of The Section On Which The Work Should Be Carried Out Is An Attachment To Swzb) Making The Road Surface: - Throughout The Entire Section, Make A Correction Of Correction Bituminous Surface With Removal Of Demolition Materials At A Length Of About 530 Mb - Giving Declines And Removing The Surface Of Dubious Quality, I.E. Lana Asphalt,- Cleaning Of The Designed Surface Of The Road,- The Surfaces Should Be Made Of A Mineral-Asphalt Mixture- A Level Of Ac16w Kr4 With An Average Thickness Of 4 Cm- In Places Where The Sinks And Inequalities In The Surface After Milling Are The Thickness Of The Expansion Layer May Be More About 10 Cm,- All Over The Section Mineral-Asphalt Mixtures For Kr4- Ac16w Binding Layer 4 Cm Thick Laid On A Cleaned And Sprinkled Asphalt Emulsion Of The Surface,- In Places Where, After Hesitation, There Were Nooks And Cracks. Arrange A Glass Fiber Mesh With A Mining Fiber With A Mining. 200 Kn/M,- The Entire Section Should Be Made Of Surfaces Of A Mineral And Asphalt Mixture For Kr4- Ac11s Abiding Layer 4 Cm Thick Laid On A Cleaned And Sprinkled Asphalt Emulsion Of The Surface- Double-Sided Ground Roads Of 1.0 M Wide And Thickness After Thickening Min. 13 Cm- Attention The Contracting Authority Requires That The Road Surface Be Placed With The Entire Width Of The Road,- Altitude Adjustment Of Technical Infrastructure Elements, I.E. Hatches, Valves, Grilles, Etc.- If They Exist. The Regulation Should Be Carried Out In Consultation With The Network Gesture.- Connections Of Working Plots And Connecting A New Surface With The Existing One Should Be Sealed With Bitumen, C) The Contractor Must Be Made Of Road Surfaces While Maintaining Longitudinal And Transverse Drops Enabling The Proper Flow Of Rainwater From The Road Surface. It Is Unacceptable To Create Water Stagnation After Rainfall Caused By Poor Profiling Of The Road Surface, D) The Contractor Is Obliged To Develop, Approval, And Then Introduce Temporary Traffic Organization During The Duration Of The Works, E) After The Works Completed The Works Developing It On His Own, G) The Contractor Is Obliged To Prepare As -Built Documentation, Which Must Include Prescriptions For Mass, Research Report, Declarations Of Functional Properties On The Materials Used, Photographic Documentation, Notification Of The Introduction Of A Temporary Organization And Restoration Of A Permanent Traffic Organization, Etc.), Work Should Be Carried Out With The Appropriate Provisions And Work Safety Instructions On The Performance Of Construction Works, B) Employees, Material And Necessary Equipment For The Performance O