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Description Of The Subject Of The Order1. The Subject Of The Order Is The Task Entitled: Reconstruction Of The District Road No. 2344G Tuja - Marynowy - Stage I.2. Description Of The Subject Of The Order: 1) Location: The Investment Is Located In The Nowy Dwór District, Nowy Dwór Gdański Commune, Registration Unit: 221002_5 Nowy Dwór Gdański, Registration District: 0019 Tuja, Plot No. 95.2) Guidelines For Construction Works: Construction Works Should Be Carried Out In Accordance With The Developed Design Documentation, Which Is An Annex To The Swz.3) Existing Condition: In The Existing Condition In At The Investment Site There Is A Road Approximately 4.3 M Wide With Local Widenings. The Road Runs Through A Field Area. The Road Has A Traffic Category Of Kr3. In Addition To Passenger Car Traffic, There Is Also Pedestrian Traffic On The Rebuilt Section. The Condition Of The Road Surface Does Not Meet The Technical Requirements For Road Surfaces - Unevenness, Cracks In The Surface. The Ground Contains Embankments, Silty Sands, Fine Sands And Peats. The Land Requires Compliance With The Execution Regime, Preventing Any Disturbance Of The Soil Structure, Excessive Moisture Or Frost.4) The Detailed Scope Of Work Is Indicated In The Design Documentation Prepared By Neox Sp. Z O. O., Ul. Wały Piastowskie 1/1508, 80-855 Gdańsk And In The Detailed Technical Specifications (Sst), Constituting Annexes To Swz.5) Scope Of Works: A) Reconstruction Of District Road No. 2344G On A Section Of 524.5 M Includes: • Measurement Works, • Earthworks, • Securing The Technical Infrastructure Of The Road, • Construction Of Structural Layers Of Road Surfaces. B) Bitumen Road Construction, Overlay: • Wearing Course Of Sma16 Grit Mastic – 5 Cm, • Binding Layer Of Ac16w Asphalt Concrete – 4 Cm, • Geogrid With A Tensile Strength Of Min. 100/200Kn/M,• Leveling Layer Of Asphalt Concrete, Thickness. Wed. 4 Cm.C) Construction Of The Widening Bituminous Road:• Wearing Course Of Sma16 Grit Mastic - 5 Cm,• Binding Layer Of Ac16w Asphalt Concrete - 4 Cm,• Geogrid With A Tensile Strength Of Min. 100/200Kn/M,• Leveling Layer Of Asphalt Concrete, Thickness. Wed. 4 Cm.• Auxiliary Subbase Made Of Ac16w Asphalt Concrete – 4 Cm,• Kłsm Subbase #0-31.5, Cbr≥80%, C90/3, Is=1.0 – 20 Cm• Soil Stabilized With Cement C1.5/2≤4.0 Mpa – F 20 Cmd) Construction Of Paving Ramps:• Wearing Course Of Concrete Cubes Vibro-Pressed – 8 Cm,• Cement And Sand Backfill – 4 Cm,• Basic Subgrade Kłsm #0-31.5, Cbr≥80%, C90/3, Is=1.0 – 20 Cm• Required Secondary Deformation Modulus E2=100Mpa• Separation Mat With A Strength Of Min. 40/40Kn/Me) Roadside Structure/Aggregate Ramps: • Kłsm Aggregate Layer 0-31.5 – 15 Cm, • Compacted Native Soil, F) Curbs And Edges. • The Road On The Exit Side Is Limited By A 15X30cm Concrete Curb Placed On A Concrete Bench With A C12/15 Concrete Support With A 2Cm Clearance.• At The End Of The Cobblestone Exits, An Embedded Concrete Curb 12X25cm Placed On A Concrete Bench With A Resistance Was
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