GTR 79932223

Tenders Are Invited For Construction Of The Volunteer Fire Department Guard Station In Dęb Wielki

ICB — International Competitive Bid Closed Central Europe
Tender Information
GTR Reference
79932223
Tendering Authority
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Tender No
SR.271.13.2024
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of The Volunteer Fire Department Guard Station In Dęb Wielki
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Central Europe
Political Region
European Union
Last Date of Bid Submission
21-05-2024 Closed
Work Detail
4.1. The Subject Of The Order Is The Construction Of A Fire Station On A Plot With Registration Number 23/55 In Dębe Wielkie, In The Dębe Wielkie Commune, Consisting Of 6 Positions For Combat Vehicles, A Sanitary And Social Part, A Training Room, As Well As Development Of The Area By Constructing Communication Routes, Construction Of A Parking Lot For Passenger Cars, Installation Of A Storm Sewage System With A Separator And A Rainwater Tank, Installation Of Area Lighting. The Watchtower Building Was Designed As A Single-Story Building (Internal Area 841.0 M2, Height 7.60 M, Volume: 5,002.32 M3), Consisting Of Two Parts - A Hall With A Steel Structure For Combat Vehicles And A Service And Social Part With A Traditional Brick Structure. Both Parts Of The Building Are Separated By Vertical Expansion Joints. Foundation Of The Object Directly On Footings And Foundations. External Walls Are Double-Layered, Made Of Silicate Blocks, Class 20Mpa. 24 Cm On Thin-Joint System Mortar, Insulated With Polystyrene Or Mineral Wool (Fire Separation Walls And Places Connecting Fire Zones). Internal Structural Walls Made Of Silicate Blocks, Class 20 Mpa. 12 Cm Thick Partition Walls Made Of Silicate Blocks With A Thin-Joint System Mortar. Housing Of Sewage Risers - System Plasterboard Wall. Walls Of The Hall Part: External Walls Made Of Sandwich Panels Mounted To A Steel Structure. Internal Partition Walls Made Of Sandwich Panels Mounted To A Steel Structure. In The Washing Room, Dirty Room And Odo Storage Room, Sandwich Panels With Improved Anti-Corrosion Properties Should Be Used (E.G. By Covering With An Additional Protective Coating) And Steel Structural Elements Should Be Protected With Anti-Corrosion Paint. Anti-Corrosion Protection Category C5. The Ceilings Above The Brick Part Are Made Of 26.5 Cm Thick Prestressed Hollow Core Slabs, Locally Supplemented With Monolithic Ceilings. 18Cm. Roof Covering Structure: Over The Hall Part, The Roof Is Made Of Steel Structure Covered With Sandwich Panels. Above Rooms Particularly Exposed To Difficult Conditions, Boards With Increased Anti-Corrosion Properties Should Be Used And The Structure Should Be Protected Against Corrosion. Above The Brick Part Of The Building, There Is A Full Flat Roof, Insulated With Styrofoam In Wedges That Allow The Water To Fall Towards The Rainwater Inlets, And The Top Layer Is Made Of Tight Concrete Screed Covered With Thermally Weldable Roofing Felt. The Garage Is Separated From The Social And Office Part By A Fire Separation Wall With A Fire Resistance Class Of Rei 60 And Closure Of Openings With A Fire Resistance Class Of Ei 30, Running From The Foundations To The Roof Covering. The Specific Nature Of The Fire Departments Operations Requires The Installation Of Specific It Systems Necessary And Necessary In This Type Of Facilities. Supporting The Implementation Of Rescue Operations. Therefore, The Employer Requires That In The Building Of The Volunteer Fire Department Guard Station In Dębe Wielkie, Install And Construct: An Alarm Display System, Radio Communication Systems, A Remote Alarm Siren Activation System, An Electronic Alarm Siren, A Radio Station For Broadcasting Voice Messages, And A Management And Visualization System To Support Activities. The Conditions For The Implementation Of The Task, Its Full Scope Are Specified In The Design Documentation Prepared By Studio Projekt Pracownia Projektowa (Ul. Świętokrzyska 46, 05-300 Mińsk Mazowiecki) As Well As The Bills Of Quantities And The Detailed Technical Specification For The Execution And Acceptance Of The Works - Annex No. 1 To The Swz (No. 1A, No. 1B, No. 1C), As Well As The Draft Contract Constituting Annex No. 2 To The Swz. The Works Should Be Carried Out In Accordance With The Design Documentation, In Accordance With Applicable Construction Law, Standards, Regulations, Stwiorb, With Current Art And Technical Knowledge, Under Constant Supervision In Compliance With Occupational Health And Safety And Fire Protection Regulations. The Contractor Is Obliged To Exercise Due Diligence In The Activities Undertaken And To Comply With The Provisions Of All Arrangements, Conditions And Decisions Constituting An Integral Part Of The Project Documentation.
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