Tenders are invited for Top_Plusz-1.1.3-21, Lookout Point Building. With A Sun Terrace

Top_Plusz-1.1.3-21, Lookout Point Building. With A Sun Terrace 45210000-2 Top_Plusz-1.1.3-21 Kódszámú, „Kilátópont Építése Napozóterasszal A Csopaki Strandon” 600M2 Napózóterasz 110M2 Vendéglátóegység (Nettó Alapterület) 80M2 Vizesblokk (Nettó Alapterület) Kivitelezése. The Foundation Of The Building Is A 40/50/70 Cm Wide Monolithic Reinforced Concrete Strip Slab, And Point Foundations Chosen According To The Loads Are Made, In Accordance With The Design Plans, Which Extend Down To The Load-Bearing Subsoil And Sink 20 Cm Into It. If Load-Bearing Subsoil Is Not Found At The Planned Depth Shown In The Documentation, The Designer Must Be Notified. The Upper 50 Cm Of The Strip Boards Must Be Ironed Like A Beam With Ø8/25 Bracing And 4Ø10 Longitudinal Iron. Based On The Soil Mechanics Test, The Load-Bearing Subsoil Is Muddy Sand With Rock Debris Starting At A Depth Of ~0.5M Below The Surface. The Bottom Plane Of The Foundations Must Be At Least 0.80 Meters Below Ground Level So That They Reach Below The Frost Line. In The Absence Of A Soil Mechanics Expert Opinion, The Lower Plane Of The Foundation Must Be Established With Great Care, Taking The Above Regulations Into Account. The Main Load-Bearing System Of The Upstairs Structures Is A Mixed Lightweight Structure Of Wood And Steel, Which Typically Loads On The Hollow Slabs And Beams Of The Slab Above The Ground Floor, With The Installation Of Trigger Structures If Necessary. The Exact Cross-Section And Design Of The Lightweight Elements Must Be Done In Accordance With The Design Plans. Over The Openings Of The External Main Walls And Internal Partition Walls, The Opening Bridges Matching The Masonry System Are Used. In The Case Of Openings Larger Than 1.50 M In The Main Walls, A Monolithic Reinforced Concrete Beam Must Be Made. Above The Ground Floor, A Monolithic Reinforced Concrete Slab And A Circular Hollow Slab Are Made, Which Are Loaded On The Monolithic Reinforced Concrete Beams Resting On The Ground Floor Walls And Pillars. When Preparing The Slab, The Provisions Of The Construction Plans Must Be Fully Adhered To. The Planned Materials And Coverings Are Described In The Stratification Description. The Interior Covering Of The Wet Rooms Is Made Of Tiles, According To The Manufacturer And Color Of The Customer. In The Wet Rooms, Waterproofing Must Be Applied Under The Cover In 2 Layers. 322/2015. (X. 30.) Govt. R. Pursuant To § 28, Paragraph (1), The Bidder And The Party Contracting As The Winning Bidder May, After The Conclusion Of The Contract, Negotiate With Regard To The Items Of The Priced Budget, During Which They May Finalize The Individual Items To Be Included. During The Negotiations, The Parties May Only Agree On A Substitute Product Of Technically Equivalent Or Higher Quality To The Building Materials And Products Indicated By The Bidder In His Bid. The Contractor Must Prove This Condition To The Customer By Submitting All Relevant Documents (In Particular, The Production Sheet Or Technical Description Of The Originally Offered Material And The Material That Governs The Change). If This Does Not Happen, The Customer Does Not Approve The Change. If The Parties Agree On The Installation Of A Substitute Product According To The Above, For The Amendment Of The Contract, The Kbt. The Rules Of § 141 Shall Be Applied Accordingly. Bidder Accepts Prepayment. Details In The Technical Documentation.