Tenders Are Invited For Construction Work - Reconstruction And Static Security Of Elementary Schools And Kin ... in Czech Republic

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Construction Work - Reconstruction And Static Security Of Elementary Schools And Kindergartens Prušánky. The Subject Of The Public Contract Is The Construction Work. This Is A Change In The Completed Construction. For Primary And Kindergarten Objects, The Existing Foundation Structures For Current Loads, The Type Of Soil And The Depth Of The Foundation Joint Are Unsatisfactory, Which Has Long Been Reflected In Vertical Structures, Where There Are Very Considerable Cracks. During Several Years Of Monitoring Of Objects, Countless Cracks Were Recorded In Both Peripheral Masonry And Inner Masonry, Rungs, Unevenness And Cracks In Floors, Etc. Have Also Been Recorded. The Design Enables Their Remediation And Amplification To The Required Bearing Capacity. The Subject Of Performance (Construction) Is Divided Into Five Separate Stages Within The Project Documentation And Especially The Bills. Implementation Of The Building Building So 01 Includes I., Ii., Iii., Iv And V. Stage Of Realization Of The Building Building So 02 Includes I., Ii., Iii. The Contracting Authority Does Not Allow The Submission Of The Offer Only For Part Of The Public Contract. The Public Contract Is Not Divided Into Parts Within The Meaning Of Sections 35 And 101 Of The Act. The Contract Is Divided Into Sub -Stages For The Purpose Of Implementation And With Regard To The Financing Of The Construction, See Article 6 Of This Tender Documentation. Brief Information On The Subject Of Performance: So 01 Will Be Complete Remediation Of Foundation Feet By Depth Foundation - Micropilots (Mp) To A Depth Of About 8M. The Interaction Of Mp And Existing Foundation Bumps Will Be Carried Out By Žb And Thorns Glued To The Chemical Anchor. The Complete Floor With A Base Concrete Žb Will Be Removed And The Partition Walls Will Be Retained. The Existing Ceiling Structures Will Be Reinforced From The Underside By Carbon Glued Reinforcement On The Underside Of The Ceiling Panels Only Within The Corridor And In The Roof Structure The Carbon Fabric Will Be Glued To The Underside Of The Roof Panels. The Walls Of The U140 Are Locally Locally Placed Within The Partition Walls Between The Columns Anchored With A Chemical Anchor To The Existing Prefa Columns. A New Elevator Design Will Be Created Within The Existing Stair Space (Field Between C1 Axes-B1 And 8-9). So 02 Will Be Complete Remediation Of The Foundation Feet Using Deep Foundation - Micropilots (Mp). A Complete Floor With A Base Concrete Žb Will Be Removed And The Partition Walls In The 1St Floor. The Roof Cladding Composition Above The 1Np Will Be Removed And Watering With Reinforcement Between Ceiling Panels Will Be Restored. A New Extension Will Be Carried Out In The 2Nd Floor Containing Class And Other Teaching Rooms Adjoining The Layout To The 1Np-The New Žb Columns S2.01-400X400, The Beams P2.01-05-400X500-650X600 And The Monolithic Plate D2.01 Thickness. The Roof Structure Above The 2Nd Floor Will Be Walkable And Will Serve For Pupils As A Relaxing Zone. In The 6-7 And A-B Area, There Will Be Part Of The 3Np To Connect The New Staircase, So.01 And The Walkable Roofs Of So.02. The Columns S3.01-250X250 Are Connected To The 2Np Columns And Brings The Beams Forming The Attic And Žb Roof Plate D3.01 Does Not, Accompanied By A Gauge

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