Tenders Are Invited For Reconstruction Of The Internal Road, Plot No. 713/2 In Kuryłówka in Poland

Work Detail

1. Subject Of The Orderthe Subject Of The Procedure Is The Performance Of Construction Works As Reconstruction Of An Internal Road -: Reconstruction Of An Internal Road, Within 0044 Kuryłówka, Plot No. Register 713/2. 1.1. Location - Internal Road No. 713/2 Is Located In Kuryłówka, In The Kuryłówka Commune. The Reconstruction Begins From Provincial Road 877 And Ends In Accordance With The Length Description. The Scope Of The Reconstruction Is Marked In Green On The Map. The Total Length Of The Planned Reconstruction Is 334.0 M, And This Section Must Be Completed In Its Entirety With Connections To Existing Paved Areas And Added Exits. 1.2. Existing Condition - The Road Begins On A Provincial Road And On The Planned Section It Is Located In A Road Whose Width Is 10.0 - 12.0 M. The Road Begins At Km 0+005. The Existing Road Has A Surface Made Of Concrete Road Slabs. The Entire Road Is In Poor Technical Condition, With Depressions, Potholes And Defects On The Road. The Surface Requires Reconstruction, Transverse And Longitudinal Profiling. The Roadsides Along The Entire Section Are Overgrown By Up To 10 Cm And Covered With Grass. Surface Water From The Road Body Is Drained Via Existing Transverse And Longitudinal Slopes Into The Road Area. 1.3. The Scope Of Execution Includes Works On The Section Km 0+005 - 0+339: - Geodetic Measurements - Disassembly Of Road Slabs And Removal To The Place Indicated By The Investor - Channeling And Relocation Of The Existing Subgrade For The Construction Of The Road Surface To A Depth Of Up To 20 Cm - Desilting Of Existing Ditches And Removal Of Excavated Material - 300 M - Stabilizing The Soil With Cement 25 Kg/M2 - 15 Cm After Rolling - Crushed Stone Surface 7.0 M Wide - Layer After Rolling 17 Cm - 10 Cm - Aggregate Fraction 31.5 - 63, 7 Cm Aggregate Fraction 0 - 31.5, - Making A Leveling Layer Of An Asphalt Mixture 6 Cm Thick After Rolling On A Width Of 6 M - Making A Wearing Course Of An Asphalt Mixture 4 Cm Thick After Rolling 6 M Wide - Forming The Roadsides And Planting The Roadsides Along The Entire Section Of The Road, 0.5 M Each, Crushed Aggregate 0-31/5 Mm Thick. 10 Cm With Embankment - Double Sprinkling Of The Roadsides With Emulsion And Basalt Grit - Dismantling The Old One And Building A New Culvert Under The Road - Fi 400 Mm, 8 M Long - Construction Of 7 Bituminous Exits To Adjacent Plots (Including 4 Pieces With A 400 Mm Pipe And Front Walls Covered With Stone) 1.4. Surface Water From The Road Body Will Be Drained Through A Natural Slope Into Existing Ditches. Sewerage, Energy And Telecommunications Networks Are Located Along The Road. The Scope Of Work And Work Technology Will Be Agreed With The Managers Of Individual Networks. 1.5. The Ordering Party Will Accept Equivalent Means Of Evidence (Not Required Directly In The Proceedings But During Implementation) If They Confirm That The Offered Supplies, Services Or Construction Works Meet The Requirements, Features Or Criteria Specified By The Orderin

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