Tenders Are Invited For Construction Of A Fire Station In Mikołów-Kamionka

1. The Subject Of The Order Is The Construction Of A Fire Station In Mikołów-Kamionka Along With Infrastructure, Ul. Paprotek/Sadowa. Plot No. 1562/28, 1969/28, 1970/28, 2025/29, 2024/29, 1504/28, 1505/28, 804/36 (Part Of The Plot). Works Carried Out In Accordance With The Building Permit Decision No. Rdpb-0583/2025 Of September 17, 2025, Technical Documentation, Geotechnical Opinion, Bill Of Quantities Acting As An Auxiliary, Stwior And Technical Design In The Construction Industry, Sanitary, Road And Electrical Installations.2. The Subject Of The Order Includes: 2.1. Construction Of The Building: 1. Ensure Geodetic Delineation Of The Building2. Replace The Soil To A Depth Of Approx. 2.5-2.9 M Up To The Load-Bearing Soil Layer3. Make A Backfill With A Load-Bearing Capacity Of Not Less Than Coarse Sand Compacted To Id = 0.6. It Is Allowed To Make Ballast From Embankment Materials With Appropriate Approvals For Use In Construction. The Replacement Should Be Carried Out In Layers Approx. 25 Cm Thick, Mechanically Compacted To Is>0.98. 4. Construct Monolithic Footings And Foundations, Wet-Cast At The Construction Site, Of C20/25 (B25) Class Concrete On A Leveling Layer Of C8/10 (B10) Concrete Base Layer. 10 Cm.5. Embedding Anchor Sets In The Footings With Foundation Shafts - M16 Brand. Construction Of Foundation Walls With A Thickness Of 25 And 30 Cm Made Of Formwork Blocks Poured With C16/20 (B20) Class Concrete Or Made Of Concrete Foundation Blocks Or Made Monolithically 7. Construction Of Ring Beams On The Foundation Walls Topped At The Floor Level With C20/258 Class Concrete. Backfilling Around The Walls And Foundation Footings (To Backfill The Excavations Around The Foundation Walls, Use Sand Mechanically Compacted In Layers Or Stabilized With Cement In The Amount Of 200 Kg/M3)9. Construction Of The Floor In The Garage Part As A 24-26 Cm Thick Reinforced Concrete Slab With A Slope Of The Upper Surface Towards The Linear Drainage, Reinforced With Steel Fibers Dispersed In The Amount Of Approx. 25 Kg/M3 And Additionally With Steel Bars Along The Designed Depressions. The Top Layer Of The Board Is Smooth And Surface Hardened. Slots Should Be Prepared In The Slab For Mounting The Linear Trays. Additionally, The Surfaces Should Be Marked, Sanded And Milled For Double Painting Of Yellow Warning Stripes With Epoxy Resin (Strip Width 10-12 Cm)10. Preparation Of A Technological Design Of Floors Containing Detailed Solutions (Floor Technology, Expansion Joints, Anti-Shrinkage Cuts, Additional Reinforcement, Type Of Surface Hardening, Material To Fill The Cuts) For The Approval Of The Ordering Party11. Construction Of The Floor In The Social Area As A Reinforced Concrete Slab With Reinforcements For Partition Walls12. Building Load-Bearing Walls With Porous Ceramics Class 20 Mpa (Wall Thickness 30 Cm, 25 Cm) Using M10.13 Cement And Lime Mortar. Building Partition Walls With Porous Ceramics Of Class 10 Mpa On M5 Cement-Lime Mortar With Reinforcement In Eve