Tenders Are Invited For Rdw In Biała Podlaska: Construction Of A Salt Warehouse In The Road District In Janów Podlaski

The Subject Of The Order Are Construction Works Consisting In The Construction Of A Salt Warehouse In The Area Of The Road District In Janów Podlaski. Procurement Dictionary Code Cpv: 45111300-1 Demolition Works. 45111200-0 Works In The Field Of Site Preparation For Construction And Earthworks. 45262500-6 Masonry And Masonry Works. 45262310-7 Reinforcement.45262311-4 - Concreting Of The Structure.45261100-5 - Construction Of Roof Structures.45261210-9 - Construction Of Roof Coverings.45421000-4 - Construction Joinery Works.45450000-6 - Finishing Construction Works, Other.45233200-1 - Works On Various Surfaces. Scope Works: - Construction Of A Warehouse For Storing Materials Used In Winter Road Maintenance Along With A Brine Generator; - Relocation Of 2 Sheet Metal Garages; - Backfilling Of The Existing Water Reservoir And Access On The South-West Side; - Construction Of Installations And Electrical And Water Supply Connections; - Adaptation Of The Existing Access From Nowa Street And The Square. Description Of The Adopted Construction Solutions: - Salt Storage Building With A Ridge Height Of 9.80 M From The Ground Level With Arched Roof, External Dimensions 30.0X15.0 M, Designed In Reinforced Concrete Technology With An Arched Wooden Roof Covered With Bituminous Shingles. The Warehouse Was Designed In A Longitudinal Structural Layout. The Vertical Stiffening Of The Warehouse Is Made Of Reinforced Concrete Columns, The Horizontal Stiffening Is Made Of Reinforced Concrete Rings, The Stiffening Of The Roof Is Made Of Wooden Boards. - The Brine Generator Is 3.75 M High In The Ridge From The Ground Level With A Mono-Pitch Roof With An Angle Of Inclination Of 9° = 15.84% Towards The South, External Dimensions Of 8.6 X 4.62 M Are Designed Using The Brick Technology Of Concrete Blocks, Insulated With Styrofoam Thickness 16 Cm With A Single-Pitch Roof With A Wooden Structure Covered With Shingles. - Construction Of An Access Road With An Asphalt Surface With A Slope Of Approx. 1.5%, Limited By Street Curbs Placed On A C12/15 Concrete Footing. - The Water Supply Connection Will Be Led From The Existing Building Located In The South-Eastern Part Of The Plot, With A Water Connection From The Municipal Water Supply Network. Connection To The Water Supply System In The Existing Building Should Be Done After The Water Meter Set And The Anti-Contamination Valve, Designed From Polyethylene Pipes. Shut-Off Valves And An Ea Type Anti-Contamination Valve Should Be Installed In The Building. - Electrical Installations: Heating Of The Brine Generator, Lighting, Power, 230V Plug Sockets, Internal Power Supply Line, Protection Against Electric Shocks And Equipotential Connections, Lightning Protection. - A Drainless Tank With Linear Drains In The Brine Generator. - Discharge Of Rainwater And Meltwater On The Surface To The Green Areas Of The Study Area. Detailed The Material Scope And Quantity Of Works Were Specified In The Attached Bills Of Quantities, Bid Cost Estimat