Tenders Are Invited For Construction Of A Warehouse For Civil Protection Resources

The Construction Of A Warehouse Building With A Social And Office Part And An Energy Storage Facility Is Planned. Stage I Includes The Construction Of A Building With A Single-Space Hall With Two Garage Doors, With A Separate Social And Office Part And An Energy Storage Facility Along The Southern Gable Walls Of The Building - Separated By Brick Walls Made Of Lime-Sand Blocks. 18 Cm With Mineral Wool Insulation, Thickness 12 Cm. Covering The Brick Part Inside The Building With A Reinforced Concrete Slab. 18 Cm With Insulation Under The Ceiling Made Of Mineral Wool. 20Cm. The Space On The Mezzanine On The Ceiling Slab Will Be Used As A Storage Area. The Social And Office Part, Accessible From A Separate Entrance From The Outside, Consists Of An Office Room, A Bathroom With A Toilet And A Cloakroom For Service And Supervision Employees, Connected With The Storage Part By A Passage. The Energy Storage Is A Separate Room Accessible From The Outside From The Gable Wall Of The Building. The Utility Program Has Been Adapted To The Individual Needs Of The Investor. The Building Is Equipped With Technical Stairs (Ladders) With Access To The Roof. In The Second Stage Of Implementation, It Is Planned To Install A Photovoltaic Installation On Supporting Structures And Harden And Fence The Investment Area. Figures: Total Usable Area Of ​​The Building - 617.05 M2, Including: • Usable Area Of ​​The Warehouse Part 475.60 M2 • Usable Area Of ​​The Social And Office Part 41.14 M2 • Usable Area Of ​​The Energy Storage Room 24.51 M2 • External Dimensions Of The Building 17.10 X 33.25 M Investment Location The Investment In Question Is Located On The Survey Plot. No. 265/13, 265/14, 265/15, 265/16 Within The Geodetic Area Of ​​Kalinowo, Ełk County, Warmian-Masurian Voivodeship. Designed Land Developmentthe Building Was Designed Using Steel Frame Technology: The Supporting Structure Of The Building Is A Steel Skeleton Made Of Supporting Frames And Columns And Transoms Of The Gable Walls. The Wall Casing Will Be Made Of Type 6/7 Walls: (U=0.21W/M²k) - With A Pir Core Thickness. 10 Cm, Panel Module: 1000, Flat Roof On Steel Trusses Covered With High-Profile Sheet Metal 12.8 Cm With Thermal Insulation Made Of Mineral Wool In Rigid Biers Thick. 20Cm Roof Covering Roof Membrane. The Building Will Be Constructed Without A Basement, With A Gable Roof With An Angle Of 300 Along The Longitudinal Walls. A Detailed Description Of The Subject Of The Contract Is Included In The Construction Design, Bill Of Quantities And Technical Specification For The Execution And Acceptance Of Construction Works Constituting Annexes To This Specification Of Terms Of Contract (Hereinafter Referred To As Swz). The Description Of The Subject Of The Order Is Indicated In Annex 8 To The Swz.