Construction Work - Forrás Kindergarten, Nursery School And Kitchen Construction Ber.. [Cells Bt-25 And Bt-625 Were Filled In For Technical Reasons.] Subject Of The Public Procurement Procedure: Biatorbágy, Forrás Utca Kindergarten And Crèche And Cooking Kitchen Construction Investment. The Amount Of The Procedure: Ak Complex As Green Field Investment - 4-Group Crèche (1105.94M2) - It Plans To Build A 4-Group Kindergarten (1178.90M2) And A 350-Serving Kitchen (433.04M2) To Supply Both Institutions With The Involvement Of Tender Funds. The Task Of The Winning Contractor Is To Complete The General Construction Works Of The Building Complex Consisting Of Three Institutional Parts, Their Surroundings, As Well As The Pedestrian Axis Between The Nursery School And Kindergarten, In Accordance With The Design Documentation, The Building Permits, The Tender Specifications (Rrf_1.1.2_21, Top_Plusz_3.3.1_21, Top_Plusz_1 .1.1_21) And In Accordance With The Applicable Legislation. The Planned Investments Are Realized On A Building Plot, Within The Framework Of One Investment, But They Are Financed Within The Framework Of Different Projects In Terms Of Support Policy. Plot Area: 11,191 M2 There Is No Building On The Property. The Surroundings Of The Plot Are Equipped With Public Utilities (Gas Connection Is Not Established, It Will Not Be Introduced Into The Building; Other Public Utility Connections Must Be Implemented), Trees And Bushes. Ak Carried Out The Necessary Utility Replacement Works In The Area (Relocation Of Drinking Water, Waste Water, And Rainwater Pipes From The Plots To Nimród-Köz). The Buildings Typically Have A Monolithic Reinforced Concrete Support Structure With Ceramic Load-Bearing Masonry. The 1-Story Building Parts Have A Flat Roof Design. Half-Gable Roofs Were Installed In The Group Rooms, And Gable Roofs Were Installed In The 2-Story Parts. Foundation: Uniform Strip Foundation. The Floor Slabs: 15 Cm Thick Monolithic Vb External Wall Construction: Where Intensive Horizontal Forces And Water Can Be Expected, 30 Cm Thick Monolithic Reinforced Concrete Walls Are Made Starting From The Strip Foundation. The Other Vertical Structural Elements Are 30×30 Pillars And Ribs Hidden In The Wall. Retaining Walls And Ground Protection Ed.: In The Northern Part Of The Building Complex, A Level-High Backfill Will Be Created. The Burden Of The Backfilling Is Borne By The 30 Cm Thick Reinforced Concrete Wall Of The Building. Its Foundation Is Made Analogously To The Buildings Strip Foundation System. In The Northern Part Of The Area, Next To The Plot Boundary, A Dashed Fence Is Being Built, The Substructure Of Which Fence Is Also An External Retaining Wall, Which Is Required For The Design Of The Planned Terrain, As An Angular Retaining Wall. A Leaky System Is Being Built Next To The Building. Low Pitched Roofs: They Are Built On A 20 Cm Thick Slab On Two-Way Wooden Pallets, With 27 Cm Mineral Wool Insulation Between Them. Shell: Pre-Scored Aluminum Sheet Cover With A 10 Cm Ventilated Air Gap, Full-Surface Waterproofing Layer. Flat Roofs: As A Closing Slab, A 25-30 Cm Thick Reinforced Concrete Flat Plate Slab Is Made With An Inverted Layered Flat Roof Structural Design. Depending On The Location Of The Roof Surface, It Is Paved With Flagstone, Planted With Intensive Growing Medium And Vegetation, With Gravel Borders. Thermal Insulation On A Flat Roof: Typically Min. 24 Cm Thick Xps; On The Facade (Glued Br
Dear Sir,
Warm Greetings from TenderDetail.com !!
We have received Tender Document request for the TDR No : 78757333
Tender Notice along with it's Attachments ( Tender Document / Scan Image of News Paper)
sent to your Email Address :.
Please check your email for Tender Document.