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A Detailed Description Of The Subject Of The Order, Conditions And Method Of Its Implementation Is Attached As Annex No. 1 Opz To Swzw. As Part Of The Task, An External, Reinforced Concrete Elevator Shaft Should Be Constructed With The Installation Of A Passenger Elevator As An Extension Of The Existing Building Of The Municipal Office At Ul. Torowa 14A In Czarna Białostocka, On Part Of The Plot With No. Gr. 915/17 Located Within The Geod. Czarna Białostocka, Commune Czarna Białostocka. The Implementation Of The Investment Will Improve The Functioning Of The City Hall And Increase Accessibility To All Offices Located On All Floors For Able-Bodied And Elderly People, People With Mobility Disabilities, Visually Impaired And Blind People. The Scope Of Works Related To The Subject Of The Investment Includes: A. Works In The Construction Industry, Including Construction, In The Form Of: • Dismantling Works Of Window Joinery ... • Earthworks And Foundation Works Of The Elevator Shaft And The Shaft Vestibule - Foundation Of The Elevator Shaft And Vestibule On A Foundation Slab With A Thickness Of H = 30 Cm. Foundations Made Of C20/25 (B25) Concrete, Continuously Reinforced With Steel On A Layer Of Lean Concrete C8/10 (B10), 10 Cm Thick, With Vertical Rods Inserted In Places Of The Reinforced Concrete Wall, Columns And Reinforced Concrete Pins. • Construction Of A Reinforced Concrete Structure Of The Elevator Shaft And Vestibule With Connection To The Existing Building Structure - 4 Stops (Ground Floor, Ground Floor, First Floor First Floor, Attic) - Reinforced Concrete Walls 20 And 25 Cm Thick, Cast On Site From C20/25 (B25) Concrete, Reinforced With Steel, - Monolithic Reinforced Concrete Columns And Pins Reinforced With Steel, Made On Site From C20/25 (B25) Concrete, - Monolithic Reinforced Concrete Lintels Reinforced With Steel, Made On Site From C20/25 Concrete (B25), Reinforced Concrete Ring Beams Continuously Reinforced With Steel, 4X 12 As Longitudinal Reinforcement, 6 Steel Stirrups At 25 Cm Spacing, Made Of C20/25 Concrete (B25), 20 Cm Thick Elevator Shaft Walls As Monolithic Reinforced Concrete Reinforced With Steel, Made On Site From C20/25 Concrete (B25), Insulation Of The Walls Of The Elevator Shaft, Elevator Vestibule And The Attic Extension With 20 Cm Thick Eps 70-040 Polystyrene, Finished With Flat Composite Panels Of Thickness... Extension Of The Wall Of The Technical Room On The Third Floor - Attic (Drilling In The Existing Ring And Making Continuous Reinforcement Of The Wall Cores Using Chemical Anchors, Building On The 25 Cm Thick Wall To The Required Height And Finishing With Reinforced Concrete Band), - Execution Of Ceiling Slabs With A Thickness Of 16 Cm Above The Vestibule And 20 Cm Above The Elevator Shaft (Including Fastenings And Technological Hooks In Accordance With The Guidelines Of The Elevator Manufacturer), Cast From C20/25 (B25) Concrete, Cross-Reinforced With Steel, Based On A Band - Cast On The Structural
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