Tenders Are Invited For Laying A Floor In Part Of The Civil Protection And Civil Defense Warehouse, Hardenin ... in Poland

Work Detail

1. The Subject Of The Order Is The Construction Of A Floor In Part Of The Civil Protection And Civil Defense Warehouse, Hardening Of The Internal Square And The Area Around The Civil Protection And Civil Defense Warehouse, And The Construction Of A Connection To The Storm Sewage System. The Warehouse Is Located On Plot No. 122/323 At Ul. Syntetyczna In Nowa Sól.2. Characteristics Of Construction Works. Renovation Of A Floor With An Area Of 284 M2, Consisting Of Cleaning The Existing Concrete Floor From Loose Fragments Of Concrete And Mortar, Deepening The Scratches In The Floor And Removing Chipped Concrete Fragments, Dust Removal, Priming With A Primer And Filling The Gaps In The Existing Floor With A Low-Shrinkage Cement Repair Mortar, Laying A Horizontal Damp-Proof Insulation Made Of Insulating Felt On The Existing Floor, Construction Of An Industrial Concrete Floor Made Of C30/37 Class Concrete, Painting The Floor Surface With Epoxy Paint, Drainage Of Water From The Floor Using Prefabricated Drainage Channels, Adaptation Of The Existing Joinery (Shortening) To The New Level Of Thresholds After The Installation Of A New Floor Layer. Demolition Of The Existing Concrete Surface Of The Internal Square, Entrances At The Warehouse, Surface Along The Northern Wall Of The Warehouse (From The Side Of Magazynowa Street) With An Area Of ​​481 M2. Hardening Of The Internal Square, Entrances To The Ol And Oc Warehouse, The Entrance, The Surface Along The Northern Wall Of The Warehouse (From The Side Of Magazynowa Street), With An Area Of ​​481 M2, Made Of 8 Cm Thick Concrete Cubes, In The Shape Of A Double T, On A Crushed Aggregate Base. Construction Of A Band With An Area Of ​​8.75 M2 Along The Eastern Wall (Along Ul. Syntetyczna), Made Of Concrete Cubes. Construction Of A Green Area (Along Syntetyczna Street) With An Area Of ​​110.10 M2 Sown With Grass. Drainage Of Rainwater From The Square Next To The Warehouse Using Drainage Channels. Construction Of A Connection To The Storm Sewage System And Two Wells. Adjusting The Support Of The Wooden Columns Of The Building Roof On The Southern Side Of The Square To The Designed Level Of The New Terrain Surface. Renovation Of The Wall In The Inner Square Along With Processing. Replacing The Steel Fence In The Internal Square With A Fence Made Of Concrete Slabs. Disassembly And Reassembly Of The Entrance Gate To The Square From The Street. Synthetic, Along With Cleaning Of Old Paint Coatings And Painting In Graphite Color. Laying Pvc-U Culvert Pipes With A Diameter Of 160 Mm, Stiffness Class Sn8, At A Depth Of 0.80 M.

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