Tenders Are Invited For Construction Of A Warehouse Hall With Accompanying Infrastructure In Gołcza For The ... in Poland

Work Detail

1. The Subject Of The Order Is The Implementation Of The Investment Task Entitled: Construction Of A Warehouse Hall With Accompanying Infrastructure In Gołcza For The Purposes Of Civil Defense Tasks.2. The Order Is Implemented Under The Civil Protection And Civil Defense Program For 2025-2026 Under Area 2 - Logistics Security And Ensuring Continuity Of Supplies.3. Place Of Implementation Of The Task: Registration Plot No. 443/1, Gołcz District. 4. The Scope Of The Subject Of The Order Includes: 1) Construction Of A Warehouse Hall Intended For Civil Defense Tasks With Accompanying Infrastructure: Internal Electrical Installation, External Section Of Electrical Installation, Reconstruction Of A Part Of The Paved Maneuvering Area. Building Structure Category Xviii, Warehouse Facility, Storage Building. 2) A Single-Story Warehouse Building With External Dimensions In The Horizontal Projection Of 14.0 X 8.0 M With A Separate Room On The Ground Floor. Access To The Building Is Provided By Two Entrance Gates Located On The Eastern Façade And An Entrance Door On The Northern Side. Aluminum Window Joinery In The Gable Walls. The Colors Of The Joinery Match The Color Of The Sandwich Panels. Symmetrical Gable Roof With A Slope Of 20°. Portal Steel Structure, Single-Nave. Wall And Roof Cladding Made Of Graphite-Colored Sandwich Panels, Accents On The Walls In A Contrasting Color. Concrete, Industrial Floor, Troweled Smooth. Foundations (Footings, Footings, Ground Walls) Monolithic Reinforced Concrete. Access To The Building Will Be Provided By An Existing Regular Exit From The District Road And A Paved Maneuvering Area Serving As An Access Road. It Is Planned To Reconstruct The Area Of ​​The Square Under And In The Immediate Vicinity Of The Building, Enabling Convenient Communication And Reference To The Existing Heights. 3) Basic Technical And Material Data: A) Industrial Concrete Floor Smoothly Troweled B30w8, Reinforced At The Bottom And Top With A Mesh Of #10 Rods At 20X20cm Spacing, 20 Cm Thick. Ballast Foundation, 40 Cm Thick, Fraction 0-60. The Value Of The Secondary Modulus Of Deformation Of The Substructure Ev2 = 80 Mpa, The Ratio Of The Secondary Modulus Ev2 To The Primary Modulus Ev1 (Deformation Index) Should Not Exceed The Value Of 2.2, B) Industrial Roller Shutter Entrance Gates, Aluminum Profiles With Polyurethane Foam Filling, Internal Assembly, Mechanical Automatic Electric Drive Unit 3X400v, C) Wall Sandwich Panel With A Core Made Of Rigid Pir Polyurethane Foam, With Micro-Profiling, Thickness 12 Cm, D) Roof Sandwich Panel With A Core Made Of Rigid Pir Polyurethane Foam, Thickness 12 Cm.4) Characteristic Parameters Of The Designed Building: A) Volume: 605.44 M3, B) Usable Area: 106.78 M2, C) Development Area: 112.0 M2,D) Height: 6.5 M-6.8 M,E) Number Of Floors: 1 Above-Ground Floor5) Carrying Out All Necessary Inspections And Completing Full Documentation In Order For The Ordering Party To Obtain A Decision On The Permit To Use The Facility

Contact Information