Tenders Are Invited For Reconstruction Of The Municipal Road On The Section Of Ul. Kożuchowska Between Ul. Ł ... in Poland

Work Detail

The Subject Of The Order Is The Performance Of Construction Works Consisting In The Reconstruction Of A Municipal Road On The Section Of Ul. Kożuchowska Between Ul. Łąkowa And Ul. Nowe Miasto With Drainage And Intersection - Renovation Of The Intersection Of Ul. New Town From Ul. Kożuchowska In Bytom Odrzański. The Planned Scope Of Work Includes: - Measurement Works For Linear Earthworks - 0.200 Km - Milling Of The Existing Bituminous Surface To An Average Thickness Of 8 Cm With Transportation Of The Milling Materials To The Investors Designated Landfill At A Distance Of Up To 2 Km, - Dismantling Of The Bituminous Surface With An Average Depth Of 8 Cm And Removal Of The Excavated Material (Rubble) To Contractors Landfill, - Dismantling The Sidewalk Surface Made Of Concrete Blocks. Gr. 8 Cm Holland Type Placed On A Cement-Sand Bedding With Cleaning Of The Cubes For Re-Laying, - Dismantling Of The Concrete. Sidewalk Edges 8X30x100, - Dismantling The Curb Sewer Made Of 9/11 Granite Cubes On A Cement-Sand Bedding Along With Cleaning The Cubes Intended For Re-Laying, - Dismantling The Stone Base Thickness. 25 Cm Made Of Natural Aggregate, - Vertical Adjustment Of Telecommunications Wells, Cover Valves Of Underground Equipment - Water And Gas Valve Boxes With Replacement Of Cast Iron Boxes, Sanitary And Storm Sewerage Wells, - Construction Of A Storm Sewage Inspection Well From Concrete Rings. At Wed. 800 Mm With Earthworks Up To 3 M Deep, With A Loading Ring With A Prefabricated Bottom And A D-400 Manhole, - Construction Of A Trough In The Soil Of Category Iii-Iv To An Average Depth Of 30 Cm For The Above-Mentioned Structural Outlets Of The Streets, - Construction Of A Trough In The Ground Of Cat. Head-Out After Compaction Of 10 Cm, - Construction Of The Lower Head-Out Of The Foundation From Crushed, Mechanically Stabilized Basalt Aggregate With A Grain Size Of 0/31.5 - W-Weight, Thickness. 15 Cm After Compaction, - Construction Of The Upper Subbase Made Of Crushed, Mechanically Stabilized Basalt Aggregate With A Grain Size Of 0/31.5 - Vertical Thickness. 10 Cm After Compaction - Laying The Sidewalk Surface With Thick Concrete Cubes. 8 Cm, - Laying The Binding Layer Of Ac16w Asphalt Concrete, - Laying The Wearing Course Of Ac115 Asphalt Concrete, Thickness 4 Cm After Compaction. The Ordering Party Requires At Least 36 Months Warranty For The Subject Of The Order.2. The Detailed Scope Of Works/Works Was Specified In Annex No. 1 To The Swz - Technical Documentation (Including Construction Design, Detailed Design, Bill Of Quantities, Technical Specification For The Execution And Acceptance Of Works).

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