Tenders Are Invited For Reconstruction Of The Municipal Road In Niszczewice - Stage Ii

1. The Subject Of The Order Is The Performance Of Construction Works Titled: Reconstruction Of The Municipal Road In Niszczewice - Stage Ii. The Length Of The Road To Be Reconstructed Is Approximately 320.00 M. Attention! The Design Documentation Covers The Reconstruction Of The Entire Road, But This Procedure Covers Only The Road Section From Km 0+700.00 To Km 1+020.00 And A Side Section Approximately 146 M Long (Figure No. 2.3).2. Common Public Procurement Dictionary (Cpv):45233000-9 Works In The Field Of Construction, Foundations And Paving Of Highways, Roads45112000-5 Earthworks And Excavations45111000-8 Works In The Field Of Demolition, Preparation And Clearing Of Land For Construction45112000-5 Earthworks And Excavations3. The Order In Question Includes In Particular: 1) Demolition Works - Demolition Of The Existing Crushed Stone And Slag Surface, 2) Earthworks: - Removal Of The Topsoil Layer, - Excavation - Including Channeling Of The Road And Hardened Roadsides, Construction Of Grass Moguls, - Construction Of Embankments, - Construction Of Troughs For Downhill Slopes, - Laying Of A Layer Of Topsoil Thickness. 10 Cm Along With Sowing With Grass On The Slopes Of The Road Embankment As Well As The Slopes And The Bottom Of The Ditch. Topsoil Should Be Performed Along The Roadsides And On The Designed Roadside Ditches. 3) The Reconstruction Of The Municipal Road Will Be Carried Out On Plot No. 241, The Length Of The Road Section Covered By This Procedure Is Approximately 320 Meters On The Section From Km 0 + 700.00 To Km 1 + 020.00 Km. 4) Road Parameters: Traffic Category Kr1, Road Class D, Bituminous Road Width 3.5 M With Widening Within The Passing Areas To A Total Road Width Of 5.0 M, With Both Sides Hardened With 0/31.5 Mm Crushed Aggregate At A Width Of 0.75 M, Drainage By Means Of Transverse Slopes To The Adjacent Green Belts. 5) Bituminous Surface Exits. In The Case Of Exits Where The Normative Longitudinal Slope (Max. 5%) Is Impossible Due To Differences In The Height Of The Road And The Adjacent Terrain, Connections Should Be Made Of Crushed Aggregate. Average 15 Cm, Eliminating The Difference In Height Or Perform Leveling Of The Area To Bring It To The Level Of The Slope. Bituminous Slopes Are Designed In The Following Structure: - 5 Cm - Wearing Course Of Ac11s Asphalt Concrete According To Wt-2 - 15 Cm - Substructure Of Mechanically Stabilized C90/3 Aggregate, Fraction 0/31.5 According To Wt-4 - 15 Cm Soil Layer Stabilized With C1.5/2 Hydraulic Binder, According To Wt5 - Native Soil Compacted With E2 = Min. 25 Mpa (Due To The Elevation Of The Exits Relative To The Road, The Total Thickness Of The Pavement Structure And Native Or Embanked Sand Soil Was Assumed To Be Above 0.5 M).6) Road Surfaces - Due To The Technology Of The Works, The Following Road Structure Is Planned Along The Entire Length Of The Works: - 4 Cm - Wearing Course Of Ac11s Asphalt Concrete According To Wt-2 - 5 Cm - Binding Layer Of Concrete Asphalt Ac 16W Accordi