Part No. 1 - Reconstruction Of Kolonia Henryków Street. The Contractor Will Be Obliged To Reconstruct The Street At Km 0+000÷0+174.5 - The Scope Of Work Includes In Particular: - Measurement Works On Linear Earthworks For Road Routes In Plain Terrain - 0.175 Km; - Dismantling Of Steel Barriers: Single Ones With Transport Up To 5 Km To The Place Indicated By The Ordering Party - 4.0 M; - Mechanical Cutting Of The Surface From Mineral-Asphalt Masses, To A Depth Of: 10 Cm (Cutting Off The Edge Of Ul. Jagodzińska) - 16,000 M; - Mechanical Dismantling Of The Surface Made Of Mineral-Bituminous Mixtures, Thickness: 6 Cm, Together With The Removal Of The Excavated Material Up To 5 Km To The Place Indicated By The Ordering Party - 64,281 M2; - Dismantling Of Concrete Curbs With Dimensions: 15X30 Cm, On A Cement-Sand Ballast, Together With The Removal Of The Excavated Material Up To 5 Km To The Place Indicated By The Ordering Party - 20.550 M; - Dismantling Sidewalks Made Of Concrete Slabs With Dimensions Of 50X50x7 Cm Placed On A Cement-Sand Ballast. Including Transport Up To A Distance Of 5 Km To The Place Indicated By The Ordering Party - 10,925 M2; - Dismantling Of Linear Sewage From Concrete Elements Placed On A Cement-Sand Ballast, Sewage Draining Water From The Roof Of The Building - 2.0 M; - Mechanical Construction Of Troughs Along The Entire Width Of The Road And Sidewalks In The Ground Of Categories I-Iv. Collecting Reusable Construction Material (Slag, Crushed Stone) From The Road Surface With An Average Thickness Of 10 Cm, Along With Transporting The Spoil To A Place Indicated By The Ordering Party, At A Distance Of Up To 5 Km - 436.5 M2; - Earthworks Performed With Backhoe Excavators With A Capacity Of Buckets Of 0.60 M3 With Transport Of Excavated Material By Self-Unloading Vehicles, Up To 5 Km: Soil Category Iv - 473,840 M3; - Mechanical Profiling And Compaction Of The Subsoil For The Structural Layers Of The Surface - Soil Category: I-Iv - 682,867 M2; - Protection Of Power Cables, Gas Pipelines, Water Pipelines. Execution Under Roads And Other Obstacles, Open Trench In The Ground Of Category Iii, Protection Made Of A Two-Part Protective Pvc Pipe With A Diameter Of 110 Mm - 15,000 M; - Single-Row Pipe Drainage In A Previously Prepared Backfill In A Dry Trench, Made Of Perforated Pvc Pipes With A Geotextile Cover, With A Nominal Diameter Of 100 Mm - 169.3 M; - Street Sewage Wells Concrete Made Of Ready-Made Elements Together With A Cast Iron Sewage Grate 300X500 Mm, Class D400, Well With A Diameter Of 500 Mm: With A Sedimentation Tank - 1,000 Pcs; - Sewers Made Of Pvc Socket Pipes, Nominal Diameter: 200 Mm Together With Backfilling With Non-Covered Soils, Compacted In Layers Of 20 Cm - 4.0 M; - Polymer Concrete Sewer With B125 Cast Iron Grate. Construction Of A Linear Drain Through The Sidewalk Along With Cutting Off The Cube And Curb For The Purpose Of Installing The Drain - 6.0 M; - Footings For Retainers And Curbs: Concrete With Resistance
Contact Information
Address
Miasto Garwolin,Garwolin,08-400,Mazowieckie,Pl912 - Warszawski Wschodni
Email
przetargi@garwolin.pl
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