Tenders Are Invited For Reconstruction Of The Attic And Roof Of The Sosw Building In Wschowa At Ul. Reymonta 1 Along With Land Development

The Investment Will Involve The Reconstruction Of The Attic And Roof Of The Sosw Building In Wschowa At Ul. Reymonta 1 Along With Land Development.1. General Description: The Subject Of The Investment Is The Reconstruction Of The Roof And Attic Of The Building Of The Special Educational And Educational Center. Janusz Korczak At Ul. Reymonta 1 In Wschowa Along With Land Development. The Building Was Erected At The Beginning Of The 20Th Century And Served As An Agricultural School Until World War Ii. The Building Was Built On A Rectangular Plan With Wings In The Shape Of The Letter C, Made Of Solid Ceramic Bricks In Traditional Technology, Three-Story, Basement, With An Attic. The Buildings Roof Over The Main Road Is Gabled, With An Angle Of Inclination Of 60 Degrees, And In Parts Above The Eastern And Western Wings, Gabled With An Angle Of Inclination Of 43 Degrees, With Mansard Elements With An Angle Of Approx. 80 Degrees, Historically Covered With Wavy Lap Ceramic Roof Tiles, Brick-Colored, Laid On Lime Mortar. Above The Cloister Of The Main Entrance There Is A Rafter Roof With An Angle Of Approximately 30°, Covered With Ceramic Plain Tiles Laid On Lime Mortar In A Double Lacing Pattern (Probably The Covering Of This Element Was Made Later). Both The Lap Tiles And Plain Tiles Are In Poor Technical Condition, The Roof Tiles Are Deeply Dirty, Have Defects And Dents, Cracks And Scratches, And There Are Numerous Gaps And Leaks Visible From The Attic, Through Which Water Gets Into The Buildings Rooms During Rainfall. The Main Structure Of The Roof Truss Is Wooden In A Purlin-And-Tick System. Rafters Measuring 12X15 Cm With An Axial Spacing Of 80 Cm Are Placed At The Base (In The Eaves) On Walls Measuring 15X20 Cm. The Purlin And Pincer Trusses Were Stiffened Transversely With Double Pincers Measuring 2X5x10 Cm And 2X7x16 Cm. All Purlin And Pincer Structures Are Stiffened Longitudinally With Purlins Measuring 15X20 Cm Based On Columns Measuring 15X20 Cm Mounted In The Base On Ground Beams Measuring 15X12 Cm. Additional Longitudinal Bracing Of The Truss Is Provided By Struts And Daggers. The Main Structural Elements Are In Very Good Technical Condition And Only Require Cleaning And Impregnation. As Part Of The Investment, It Is Also Planned To Renovate And Recreate The Existing Hardened Internal Squares And Asphalt Sidewalks Around The Sosw Building. 2. Scope Of Works Covered By The Order: - Replacement Of The Existing Roof Covering With A New, Corrugated, Brick-Colored Ceramic Lap Tile With The Shape And Dimensions Corresponding To The Historical Roof Tiles. In Accordance With The Decision Of The Lubuskie Provincial Conservator Of Monuments In Zielona Góra Of February 8, 2024. Sign Zn.5142.206.2023.[Mwsc-2] It Is Necessary To Consider Retaining The Historic Roof Tiles, E.G. On Part Of The Roof Slope. Before Starting Roof Renovation, The Properties And Condition Of The Historic Roof Tiles Should Be Examined. The Research Results Should Be Presented To The Lubuskie Voivodeship Conservator Of Monuments Before The Work Begins. If Poor Physical And Mechanical Parameters Of Historic Roof Tiles Are Found, A Roof Tile With The Same Appearance And Parameters As The Original Roof Tile Currently On The Buildings Roof Should Be Used, And The Original Roof Tile In Good Condition Should Be Removed And Secured For Use In Future Renovations. Before Laying The Roof Tiles, A Pattern Of The New Roof Tile Must Be Presented For Approval By Lwkz. - Replacement Of The Existing Roof Tile Covering Over The Cloister And Over The Entrance At The Top Of The Building On The Western Side With A Covering Made Of Ceramic Plain Tiles Grooved Twice In A Lace Pattern, - Replacement Of Wooden Battens With New Ones And Installation Of Counter-Battens Of The Roof Truss, - Laying Of A Vapor-Permeable Wind Foil, - Replacement Of The Clapboards And Roof Flashings With New Ones, - Replacement Of Gutters And Downpipes With New Ones, - Replacement Of The Roof Lightning Protection System With A New One, - Renovation Of Existing Rooflights, - Replacement Of Snow Fences And Eaves Boards So-Called Wind Girders” For New Ones, - Impregnation And Fire Protection. Wooden Elements Of The Roof Truss Structure, - Possible Replacement Of Existing, Damaged Wooden Elements Of The Roof Truss, - Re-Building Of Existing Chimneys Above The Roof Slope, - Execution Of New External Plasters. Cement.-Lime. On Chimneys, Gable Walls And Attic Walls From The Side Of The Roof Slopes And External Plasters. Cement.-Lime. On The Walls Of Dormers And Balconies, - Repair And Supplementation Of Fragments Of Damaged External Cornices, - Installation Of A New Roof Covering For The Buildings Flat Roofs With Thermally Weldable Felt, - Installation Of Pvc Roof Windows, - Thermal Insulation Of The Attic Walls And Roof, - Renovation Of The Partition Walls Of The Attic Rooms In The Attic ,- Execution Of Internal Wall And Roof Cladding With Plasterboard,- Construction Of A New Osb Floor In The Attic,- Renovation Of Wooden Attic Stairs,- Demolition Installation Works And Execution Of Central Heating Installation. In The Attic, - Demolition Installation Works And Construction Of New Electrical Installation, Lighting And Sockets In The Attic, - Painting Of Attic Walls And Ceilings, - Construction Of New Road And Sidewalk Surfaces On The Plot Using Asphalt Mass And Concrete Cubes. Construction Works Must Be Carried Out In Accordance With The Permit For Construction No. 40/2024 Of March 14, 2024, Construction Design And In Accordance With The Decision Of The Lubuskie Voivodeship Conservator Of Monuments In Zielona Góra Of February 8, 2024. Sign Zn.5142.206.2023.[Mwsc-2] And The Decision Of The Lubuskie Voivodeship Conservator Of Monuments In Zielona Góra Of February 22, 2024. Mark Zn.5142.17.2024.[Mwsc-1].3. Obligations Of The Contractor In Terms Of Meeting The Requirements For Ensuring The Safety Of People And Property In The Zone Of Construction Works: The Contractor Of Construction Works Will Be Obliged To Carry Out The Works In Accordance With The Provisions Of The Regulation Of The Minister Of Infrastructure Of February 6, 2003. On Occupational Health And Safety During Construction Works (Journal Of Laws Of 2003, No. 47, Item 401). Due To The Fact That The Planned Construction Works Will Be Carried Out In The School Building During The School Year, The Contractor Will Ensure: - Fencing Of The Construction Site And Designation And Appropriate Marking Of Dangerous Zones, - Construction Of Covered Roads, Exits And Passages For People Moving Around The School Premises , Additionally Equipped With Protective Nets Protecting Against The Possibility Of Being Hit By An Object Falling From Above, Protective Canopies Should Meet The Requirements Specified In § 22 Of The Above-Mentioned Regulation, - Technical Acceptance Of The Installed Scaffoldings And Canopies By Persons With Appropriate Authorizations In This Respect, - Preparation Of A Safety Plan And Health Protection, - Placing An Information Board And An Announcement Containing Data On Occupational Safety And Health Protection In A Visible Place, - Appropriate Protection Of The Work Area Against Access By Unauthorized Persons, - Training Of Employees In The Knowledge Of Occupational Health And Safety Regulations, - Up-To-Date Medical Examinations And Equipment Of Employees In Personal Protective Equipment, - Designation And Appropriate Protection Of Temporary Waste Storage Zones.4. The Task Should Be Carried Out In Accordance With The Act Of July 19, 2019. On Ensuring Accessibility For People With Special Needs, The Ordering Party.5. The Detailed Scope Of Works Covered By The Subject Of The Order And The Conditions Of Their Implementation Are Included In The Documentation Attached To The Swz, In Particular: Land Development Design, Architectural And Construction Design, Technical Design And Bills Of Quantities. Due To The Fact That The Contractors Remuneration Indicated In The Offer Will Be A Lump Sum, When Pricing The Offer, The Contractor Should Rely On The Scope Of The Project Indicated In The Land Development Design, Architectural And Construction Design And Technical Design. Individual Quantities And Types Of Works Should Be Estimated In Particular On The Basis Of Design Documentation. The Bill Of Quantities Attached To The Swz Is Of An Auxiliary Nature.