Tenders Are Invited For Reconstruction Of Municipal Roads: Task No. 1: Reconstruction Of The Section Of Muni ... in Poland

Work Detail

Reconstruction Of The Section Of Municipal Road No. 041402C Salno1. Existing Conditionthe Road Covered By The Investment Serves As An Access Road To Fields And Farms. The Investment Will Be Implemented On Plot No. 157, Dąbrówka Królewska District, Gruta Commune, Grudziądz Poviat, Kuyavian-Pomeranian Voivodeship. In Its Existing State, The Road Has A Variable Width Of 3.6 - 3.8 M With A Surface Of Crushed Aggregate Placed On A Base Reinforced With Stabilization. A 467-Meter-Long Section Is Planned For Reconstruction. In The Initial Section Of The Investment, The Road Connects To The District Road 1380C, While In The Final Section It Requires Connection To A Previously Made Bituminous Surface. The Road Does Not Have Separate Bicycle Or Pedestrian Paths. Exits From The Municipal Road Have A Ground Surface Reinforced With Crushed Stone.2. Design Status As Part Of The Task, The Existing Aggregate Structure Should Be Reprofiled And A Bituminous Structure Built On The Road. The Planned Works Will Include The Construction Of New Structures For Exits And Roadsides. Physical Parameters Of The Road: − Length Of The Section Covered By The Investment 467 M − Area Of The Road And Exits 1,885 M2 − Area Of Roadsides 700 M2 The General Scope Of Works For The Entire Construction Project And The Sequence Of Implementation Of Individual Elements Includes: - Preparatory Works (Introduction Of Temporary Traffic Organization) - Demolition Works - Removal Of Topsoil - Channeling, Profiling And Compaction For The Road Structure - Stabilization Of The Ground Through Cement Stabilization - Construction Of The Kłsm Base - Laying A Binding Layer Of Asphalt Concrete Over The Entire Width Of The Road - Laying A Wearing Course Of Asphalt Concrete Over The Entire Width Of The Road - Construction Of Roadsides - Construction Of Exit Structures With A Bituminous Surface - Finishing Works - Execution Of Vertical And Horizontal Markings Parameters For The Road Structure: - Traffic Category Kr2 - Road Class D - Speed Design Vpr = 30 Km/H - Road Width 3.5 M - Length Of The Planned Reconstruction 467 M - Transverse Road Inclination 2% On One Side Or Roof - Aggregate Roadsides 0.75 M Wide - Transverse Road Inclination 6% On One Side The Municipal Road Was Designed To Be 3.5 M Wide As A Two-Way Single Carriageway With Widening Of The Entrance To The Intersection With The District Road Up To A Width Of 5.0 M At Km 0+000 To Km 0+025. Reconstruction Of The Sanitary, Water Supply, Electricity And Telecommunications Networks Is Not Planned. The Road Will Be Drained By Gravity, Superficially To The Green Areas Within The Plot Boundaries Of The Road Right-Of-Way. Construction Of The Road Bituminous Surface: - Wearing Course Of Ac11s Asphalt Concrete 4 Cm - Binding Base Of Ac16w Asphalt Concrete 6 Cm - Profiling And Compaction Of The Existing Aggregate. Construction Of The Exit Surface: - Wearing Course Of Ac11s Asphalt Concrete 6 Cm - Basic Foundation Kłsm #0-31.5 20 Cm - Soil Stabilized With C5

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