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The Order Includes The Construction Of Foundations For The Planned Warehouse And Utility Building At Ul. Szkolna 6 In Bąkowice, Plot No. 252/2, Precinct 0004 Bąkowice, Id 160604_2.0004.252/2. The Construction Project Is Covered By A Building Permit Issued By The Decision Of The Starosta Of Namysłów No. Ab.6740.228.231.2026 Of November 5, 2026, Reference Number Ab.6740.247.2026.Aa (Appendix No. 7A). The Permit Covers The Entire Building With Infrastructure, And This Tender Applies Only To Foundation Works. Hardening Of 135 M² Or The Above-Ground Part Of The Facility Is Not Ordered. Direct Foundations Are Designed On 12 Reinforced Concrete Footings: 8 Sf1 Feet With Dimensions Of 1.60 × 1.60 M And 4 Sf2 Feet With Dimensions Of 1.20 × 1.20 M, With Reinforced Concrete Posts And Ground Beams. Foundation Foundation Level: -1.00 M Relative To The 0.00 Level = 153.30 M Above Sea Level. Concrete Base C12/15, 10 Cm Thick; Foundations Made Of C30/37 Concrete, A-Iiin Steel, In Accordance With The Technical Design Of The Foundations Of October 10, 2026. The Order Documentation Includes: Opz (Appendix No. 4), Auxiliary Bill Of Quantities (No. 5), Technical Design Of The Foundations Of October 10, 2026, M.Sc. Eng. Anna Bodakiewicz With Drawing K-1 (No. 6), Development Plan For The Plot Or Area Pzt Of October 7, 2026 (No. 6A), Architectural And Construction Design Of The Pab Of October 7, 2026 (No. 6B), Annexes To The Construction Design, Including Bioz Information (No. 6C), Geotechnical Opinion Of October 2026 (No. 7), Decision On The Building Permit Of November 5, 2026 (No. 7A) And Stwior (No. 11). Pzt And Pab Present The Entire Construction Plan, But The Subject Of The Order Is Limited To Foundation Works In Accordance With The Opz And Technical Design. The Bill Of Quantities Is Used To Calculate The Lump Sum Price. The Scope Includes Geodetic Marking Out, Securing The School Area, Removal Of Layers Of Non-Building Embankments Within The Work Boundaries, Excavations And Transport Of Excavated Material, Compacted Backfills, C12/15 Concrete Sleepers, Reinforcement And Construction Of 12 Foundation Feet, Posts And Ground Beams Of C30/37 Concrete, Vertical And Horizontal Damp-Proof Insulation, Execution Foundation Grounding Made Of 30 × 4 Mm Hoop Iron, Tests And Measurements, As-Built Geodetic Documentation And Landscaping.
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