Tenders Are Invited For Renovation Of The District Road 1005 S In Rędziny Ul. Szkolna And Jasrów, Ul. Ołowia ... in Poland

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1. The Subject Of The Order Is The Renovation Of The District Road 1005 S In Rędziny Ul. Szkolna And Jasrów, Ul. Ołowianka, Rędziny Commune, Including The Construction Of A Sidewalk And Drainage, Divided Into 2 Tasks: Task 1. Renovation Of The Road Surface (Rzfrd) Task 2. Construction Of A Sidewalk With Drainage The Purpose Of The Facility Is To Carry Vehicular And Pedestrian Traffic Locally. The Road In Question Is A Linear Structure With A Surface Made Of A Mineral And Bitumen Mixture. The Road Is A Public Facility Serving Communication Functions. Task 1. Renovation Of The Road Surface Dp1005s Road Class: Z1/2, Traffic Load Category Kr 3 Cross-Section: Single-Lane Two-Way Road Width On The Straight: 6.0 M One-Sided Cross-Slope 2% To 4% Roof Cross-Slope 2% Surface: Ac Scope Of Work To Be Performed :Section 0+000 - 2+343 Width 5.5M- Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness 10 Cm (100% Of The Obtained Reclaim Intended For Hardening The Roadsides) -7975.00M2;- Mechanical Construction Of A Trough For Structural Layers To A Depth Of 25 Cm - Widening And Strengthening The Edges (1450 X 1M +1020 X 1M) With Transport To A Distance Of 2 Km With Disposal - 2470.00 M2; - Dismantling Of Concrete Curbs On A Concrete Bench With Resistance, Including Disposal - 430.00 M - Concrete Curbs 15X30 On A Concrete Bench With Resistance - 430.00 M - Crushed Aggregate Foundation 0/31.5, Thickness After Compaction 25 Cm (Widening And Strengthening Of The Edges) 1450M + 1020M – 2470.00M2;- Crushed Aggregate Foundation 0/31.5, Thickness After Compaction 5 Cm (Leveling The Existing Foundation) – 8265.00M2;- Vertical Adjustment Of Street Inlets (New Grates) – 6.00 Pcs.;- Vertical Adjustment Of Manhole Covers To Canal Manholes - 4.00 Pcs.; - Vertical Adjustment Of Manholes To Underground Facilities, Water Supply Valves - 12.00 Pcs.; - Relocation (Disassembly And Re-Laying) Of The Existing Sidewalk Surface Made Of Paving Tiles With Dimensions Of 35 X 35 On A Cement Ballast - Sand With Additional Crushed Aggregate Base (30% New Tiles) - 645.00 M2; - Relocation Of Existing Exits Made Of Concrete Cubes. 8 Cm On Cement And Sand Ballast With Additional Crushed Aggregate Base - 60.00 M2; - Relocation Of Existing Exits (Dismantling The Old Surface Made Of Concrete Tiles) And Laying A New Surface Made Of Concrete Cubes. 8 Cm On Cement And Sand Ballast With Additional Crushed Aggregate Base - 100.00 M2; - Mechanical Cleaning And Sprinkling Of Emulsion On The Road Surface - 16,320.00 M2; - Surface Made Of Mineral And Bituminous Grit Mixtures, Binding Layer Thick. 7 Cm After Compaction Ac 11 S 50/70 Kr 3/4 - 8120 M2; - Surface Made Of Mineral And Bituminous Mixtures, Wearing Course Thick. 4 Cm After Compaction Ac 16 W 50/70 Kr 3/4 - 8200.00 M2; - Mechanical Cutting Of The Overgrown Shoulder, 5 Cm Thick, With Transport Of Excavated Material Up To 2 Km (Including Disposal) - Width 1.0 M - 2470, 00M2;- Hardening Of The Roadsides With Reclaimed Asphalt

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