Tenders Are Invited For Construction And Reconstruction Of Roads And Sidewalks In The City Of Garwolin, Divided Into 4 Parts

Part No. 1 - Reconstruction Of Ul. Księżnej Anna Mazowiecka - Stage Iithe Contractor Will Be Obliged To Reconstruct The Street At Km 1+062 To 1+638 - The Scope Of Work Includes In Particular: Preparatory Works - Measurement Works For Linear Earthworks (Roads), In The Following Areas: Plain - 0.576 Km - Cutting The Subgrade And Asphalt Surface With A Saw To A Depth Of Up To 10 Cm - 12 M - Demolition Of The Surface Made Of Mineral-Bituminous Mixtures, Thickness: 10 Cm, Together With Removal Of The Excavated Material For Disposal (Making An Indentation In Order To Connect To The Existing Surface By Milling Or Manual Dismantling) - 50 M2 Base - Execution Of The Upper Layer Of The Foundation From Crushed Aggregate Fraction 0-31.5 Mm, Thick. After Compacting 8 Cm - 2,983.68 M2 Surface - Sprinkling The Road Surfaces With Asphalt Emulsion - 2,983.68 M2 - Making A Binding Layer For The Concrete Surface. Asphalt Ac 16 W, With Delivery, 5 Cm Thick After Compaction - 2,926.08 M2 - Sprinkling Road Surfaces With Asphalt Emulsion - 2,926.08 M2 - Sealing The Technological Connection Of The Transverse Layers Of Asphalt Surfaces With Self-Adhesive Bitumen Expansion Tape - 10 M - Making A Wearing Course Of The Ac Asphalt Concrete Surface 11 S, With Delivery, 4 Cm Thick After Compaction - 2,880.00 M2 - Filling The Surface After Cutting. Completing With Two Layers: A Binding Layer Of Concrete. Asphalt (5 Cm Thick After Compaction) And A Wearing Course Of Concrete. Asphalt (4 Cm Thick After Compaction). Before Laying The Layers, Sprinkle The Surfaces With Asphalt Emulsion. – 25 M2, Exits To Side Roads - Mechanical Excavation, Transport Of Excavated Material Over A Distance Of Up To 6 Km, With The Formation And Leveling Of Slopes On The Deposit In Soils Of Categories Iii-Iv - 16.41 M3 - Profiling And Mechanical Compaction Of The Subsoil For Construction Layers In Soils Of Categories Ii-Iv - 34.93 M2 - Mechanical Execution Of The Sand Drainage Layer, 15 Cm Thick After Compaction In Bed Or Along The Entire Width Of The Road - 34.93 M2 - Making A Foundation Layer Of Crushed Aggregate Fraction 0-31.5 Mm, Thick. After Compacting 25 Cm - 34.93 M2 - Execution Of The Binding Layer Of The Concrete Surface. Ac 16 W Asphalt Concrete, With Delivery, 5 Cm Thick After Compaction - 34.53 M2 - Construction Of The Wearing Course Of The Surface Made Of Ac 11 S Asphalt Concrete, With Delivery, 4 Cm Thick After Compaction - 34.13 M2 Sides - Mechanical Excavation With Transport Of Excavated Material Over A Distance Of 6 Km, With The Formation And Leveling Of Slopes On The Layered Soil Category Iii-Iv (Earth To Be Partially Left For Spreading Along The Roadsides) - 86.40 M3 - Mechanical Execution Of The Sand Drainage Layer, 10 Cm Thick On Widenings - 864 M2 - Execution Of A Layer Of Crushed Aggregate Fraction 0-31.5 Mm, Thick. After Compacting 15 Cm – 864 M2