Tenders Are Invited For Modernization Of The Gymnasium At The 1St School Complex In Wschowa - Stage I

The Subject Of The Order Is The Modernization Of The Gymnasium At The 1St School Complex. Stanisław Staszic In Wschowa. The Subject Of The Order Includes The Following Works: 1.Demolition Works1.Dismantling The Basketball Backboard – 6 Sets.2.Disassembly Of 3-Segment Wall-Mounted Wooden Gymnastic Ladders - For Reassembly - 7 Sets.3.Dismantling Of Wall Coverings Made Of Particle-Cement And Fiberboards - S = 42.163 M24.Dismantling Of Thick Floors 2.2 Cm Of Boards Fastened With Nails, Up To 61 Boards Per 1 M2 Of Floor - 211.136 M25.Dismantling Of Floors Made Of Osb Chipboards. 2.2 Cm – S = 211.136 M26.Dismantling Wooden Joists – L = 263.920 M7.Dismantling Walls (Pillars) In Buildings Up To 9 M High Made Of Brick With Cement And Lime Mortar - V = 2.309 M38.Dismantling Of The Gravel Concrete Substrate. Up To 10 Cm – V = 21.114 M39.Dismantling Of Stoneware Tile Floors – S = 31.109 M210.Dismantling Of The Gravel Concrete Substrate. Over 15 Cm – V = 12.443 M311.Manual Dismantling Of The Foundation From Thick Soil. 10 Cm – S = 242.245 M212.Loading Dismantled Wooden And Wood-Like Elements Onto A Truck And Transport To The Storage And Disposal Site - V = 15.306 M313.Costs Of Storage And Disposal Of Demolished Wooden And Wood-Like Elements - V = 15,306 M314.Loading Debris Onto A Self-Unloading Truck And Transporting Debris To The Storage And Disposal Site - V = 60.713 M315.Costs Of Storage And Disposal Of Rubble – V = 60,713 M32.External Insulation Works - Vertical Anti-Humidity Insulation Of The Plinth Of The Gymnasium Building1.Dismantling The Sidewalk Made Of Concrete Blocks. 8 Cm On A Cement-Sand Base - Concrete Cubes To Be Re-Built - S = 38,920 M22.Vertical Excavations When Uncovering Foundations Up To 1.5 M Deep, Category 3 - V = 23.376 M33.Cleaning The Joints Of The Walls For Anti-Humidity Insulation - S = 37.825 M24.Priming The Walls Twice With Uni-Grunt Emulsion – S = 37.825 M25.Moisture-Proof And Sealing Insulation Made Of Two-Component, Flexible Aquafin 2K Mortar With A Layer Thickness Of 2 Mm On Vertical Surfaces Exposed To Ground Moisture - An Equivalent Solution Is Allowed - S = 37.825 M26.Insulation And Sealing Made Of Two-Component, Flexible Aquafin 2K Mortar - Applying An Additional Layer Of Aquafin-2K - An Equivalent Solution Is Allowed - S = 37.825 M27.Horizontal Insulation Made Of Dry Dimple Foil - Protection Of Vertical Anti-Humidity Insulation - S = 37.825 M28.Comprehensive Drainage With Pvc Drainage Pipes. 100 Mm (With Installation Of 3 Pvc Drainage System Revisions) In Geotextile Cover, Diameter. 100 Mm With The Placement Of A Separation Geotextile Of 300 G/M2 (2 M2 Per 1 Meter) Between The Native Soil And The Backfill - L = 42.325 M9.Connecting Pvc Drainage Pipes To The Manhole - 1 Set.10.Bedding Made Of Ready-Made Aggregate - Single-Fraction Gravel. 16.0-31.5 Mm – V = 21.434 M311.Concrete Edging 30X8 Cm On A Sand Bed With Joints Filled With Mortar - L = 38.025 M12.Concrete Footing For The Edges With Resistance – V = 0.760 M313.Surfa