Tenders Are Invited For Reconstruction Of The Internal Municipal Road Ul. Brzozowa In The Month Ciciwa, Dębe ... in Poland

Work Detail

The Subject Of The Order Is The Implementation Of Reconstruction Of The Internal Municipal Road, Ul. Brzozowa In The Town Of Więcwa, Dębe Wielkie Commune. As Part Of This Part Of The Order, The Scope Of Work To Be Performed Includes The Reconstruction Of The Internal Municipal Road Road And The Reconstruction Of The Roadside. Length Of The Section Subject To Reconstruction: 334.5 M. Width Of The Road - 5 M (5.5 M At The End Due To Adaptation To The District Road Construction Project). Roadside Width - 0.75 M. The Reconstruction Will Be Carried Out On Registered Plots No.: 139/22, 150/23, 116/2, 138/2, 149/1, Ciciwa District, In The Dębe Wielkie Commune. In Accordance With The Design Documentation, The Existing Surface Should Be Dismantled And A New Shoulder Structure (Type 2) And Road Structure (Type 1A And Type 1B, Respectively) Should Be Constructed On The Sections Marked In The Design Documentation Constituting Annex 1.1 To The Swz. Due To The Scope Of The Works That Will Be Performed, There Is A Need To Change The Permanent Traffic Organization. Permanent Traffic Organization Should Be Carried Out By The Contractor On The Basis Of The Posted Permanent Traffic Organization Design, Which Is Part Of The Design Documentation Constituting Annex 1.1 To Swz. The Scope Of The Subject Of The Order To Be Performed Includes In Particular: - Measurement Works For Linear Earthworks - Road Route In Plain Terrain (0.350 Km); - Mechanical Dismantling Of The Road Surface Made Of Stone Aggregate With A Thickness Of 15 Cm (1500 M2); - Removal Rubble And Demolition Material By Self-Unloading Vehicles Over A Distance Of Up To 1 Km (225 M3); - Removal Of Rubble And Demolition Material By Self-Unloading Vehicles - For Each Subsequent 1Km (4Km) Multiplicity = 4 (225M3); - Removing The Topsoil Layer For Later Use - Earthworks Performed With Backhoe Excavators With A Capacity Of Spoons 0.60M3 In Thickness Category I-Ii With Transport Of Excavated Material By Self-Unloading Vehicles Up To A Distance Of 1 Km (100 M3); - Earthworks (Trenching) Performed With Grab Excavators Of 0.60 M3 In The Soil Of Category I-Ii With Transport Of Excavated Material By Self-Unloading Vehicles Over A Distance Of Up To 1 Km (503.7 M3); - Removal Of Soil By Self-Unloading Vehicles - For Each Subsequent 1Km Multiplicity = 4 (603.7M3); - Subsoil Profiling And Compaction Performed Mechanically In The Soil Of Categories Ii-Iv For The Construction Layers Of The Road Surface (1679M2); - Road Surface Structure (Type 1A, Type 1B) - Base Layer Of Crushed Aggregates 0-31.5 Mm Thick, Mechanically Stabilized. 20Cm (1679M2); - Road Surface Structure (Type 1B) - Layer Of Soil Stabilized With Cement Delivered From The C1.5/2 Concrete Batching Plant - Thickness. 25Cm Multiplicity = 1.25 (454M2); - Mechanical Cleaning And Cold Sprinkling Of Asphalt Emulsion On The Base Or Bituminous Surface; Emulsion Consumption 0.5 Kg/M2 (3358 M2); - Road Surface Structure Of The Kr2 Municipal Road - Wearing Layer Made Of

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