Tenders Are Invited For Delivery With Assembly And Dismantling And The Rental Of The Container Team At The Grounds Of Primary School No. 1 In Plewiski

1 Before The Implementation, A Geodetic Object Should Be Marked Out In The Field And The Foundation Foundations Constituting Container Frames Supports. 2. Location: School Area At The Primary School Tytus And Jan Działyński In Plewiska, Ul. Szkolna 64, 62-064 Plewiska, Commune Komorniki. 3. Purpose: The Container Team Will Be Located On The Southern Side Of The School Area (Fig. 1 - Development Plan, Constituting Annex 1 To The Contract), In Accordance With The Technology Specified By The Manufacturer. The Container Team Should Contain Eight Classes With An Area About 40 M2, Corridor, 3 Sanitary Facilities (Womens And Male And For Teachers), A Room For Teachers With An Area Approx. 14 M2. The Prescribed Form Of The Container Team (Figure 2, Constituting Annex 2 To The Contract) And The Solutions Used Were Determined By The Conditions Arising From The Conditions Of The Plot Development On Which The School Building Is Located. The Designed Team Will Be Powered In The Necessary Media From The Electrical Installation, Water And Sewage Located With The Existing School Building. Note: The Concept Of A Temporary Building Has Been Defined In Art. 3 Point 5 Of The Construction Law Of July 7, 1994. According To This Definition, A Temporary Building Object Should Be Understood As A Building Object Intended For Temporary Use In A Shorter Period Than Its Technical Durability, Intended To Be Transferred To Another Place Or Demolition, As Well As A Building Not Permanently Connected To The Ground, Such As: Shooting Ranges, Street Kiosks, Street Sales And Exhibition Pavilions, Tent And Coating. Pneumatic, Entertainment Devices, Barracks, Container Objects, Portable Free -Standing Antenna Masts. 4. Material And Construction Solutions: A) Seegment Sement Cartion: Construction Made Of Cold-Headed Profiles With A Thickness Of 2-4 Mm Protected Anti-Corrosion) Roof: From The Outside: Galvanized Steel Sheet With A Thickness Of Min. 0.55 Mm, Mineral Wool Min. 100 Mm, Permissible Load 1.25 Kn/ M2c) Ceiling: Chipboard With Gr. Min. 10 Mmd) Floor: From The Outside: Steel Sheet With A Thickness Of Min. 0.6 Mm, Mineral Wool With Gr. Min. 60Mm/Polyurethane Foam Min. 100 Mm, Vapor Barrier, Pe Foil With Gr. Min. 50 Microns; Chipboard With A Thickness Of Min. 22 Mm, Pvc Floor Covering With Gr. Min. 1.5 Mme) Outer Walls: Layered Plate With A Core Of Mineral Wool With A Thickness Of Min. 60Mm / With Polyurethane Foam Core Gr. Min/ 80 Mm, From The Outside, The Surface Is Covered With Trapezoidal Sheet, Smooth From The Inside, Finished With Chipboard) Internal Walls: A Layered Plate From The Outside And Inside A Smooth, Finished Chipboard) Door (Dimension In The Light Of Transition) Exterior Doors 2000/2000 - Steel, Insulation Min. 40 Mm; 1 Internal Door 875/2000 Steel, Insulation Min. 40 Mm; 15 Internal Doors 800/1800, Toilet Lock Handle; 3 Pcs.) Windows (External Dimension Of The Window, Site) Window Dimensions 1998X1350 Mm, Double -Leaf, Rearranging, Double -Layer Glazing, Equipp