Tenders Are Invited For Demolition Of Farm Building No. 1 (Bucaciernia And Veal House) Along With Securing Farm Building No. 2 (Heifer Shed) In Bralewnica, Kęsowo Commune, Tuchola Poviat

The Subject Of The Order Is The Demolition Of Farm Building No. 1 (Butchers House, Inventory No. 18/0121 And Veal House No. 18/0122) Along With The Protection Of Farm Building No. 2 (Jałownik, Inventory No. 18/0120) In The Town Of Bralewnica, Plot No. 740/27, Kęsowo Commune, Tuchola Poviat. The Subject Of The Order Includes, Among Others: Scope Of Demolition Works - Farm Building No. 1: 1. Preparation Of The Area And Its Marking, 2. Preparation Of A Place For Storing Demolition Materials, 3. Dismantling Of The Covering Made Of Asbestos-Cement Boards, 4. Demolition Of The Roof Truss Structure, 5. Demolition Of The Ceiling Above The Ground Floor, 6. Mechanical Dismantling Of The Walls Above Ground Level With Turning Them Inside, 7. Dismantling Of The Floor Ground Floor (Breaking), 8. Excavating The Foundations To A Depth Of Their Bottom And A Width Of Approx. 1.0 M (From The Internal Ceiling Of The Building), 9. Breaking The Foundation Elements Into Lumps, Extracting Them And Transporting Them From The Place Of Work, 10. Backfilling The Excavation With Excavated Soil (Not Rubble) And Compacting It, 11. Tidying Up The Area, 12. Removing Post-Demolition Materials Owned By The Contractor From The Demolition Site And Disposal Of Hazardous Materials, 13. Carrying Out A Post-Construction Geodetic Inventory And Reporting Registration Changes To The Appropriate District Office. Scope Of Security Works - Farm Building No. 2: 1. Demolition Of The Existing Roof Covering Made Of Asbestos-Cement Boards - On The Main Body, 2. The Roof Structure Is To Be Preserved - Damaged And Corroded Elements Will Be Replaced, During The Works, A Reassessment Of The Technical And Technical Condition With The Participation Of The Authors Supervision - If Damage To Structural Elements Is Observed, Up To 10% Of The Cross-Sectional Area - The Element Should Be Cleaned And Impregnated, In In The Event Of Loss Of Up To 20% Of The Cross-Section, These Elements Should Be Reinforced By Topping Boards On Both Sides; If The Cross-Section Is Lost By More Than 20%, The Structural Element Should Be Replaced - The Work Program Should Be Agreed With The Author Of The Study; The Material For The Renovation Of The Roof Structure Will Come From The Demolished Farm Building No. 1, 3. Lath - Made Entirely Of New Wood, Class C24 (According To Pn-En 338), Impregnated, Dimensions 60X40 Mm, Spacing Selected Strictly To The Type Of Roof Covering, 4. Roof Covering - Intended For Complete Replacement; The New Covering Will Be Trapezoidal Steel Sheet (Low Trapezoid) In Anthracite Color, 5. Perform Sheet Metal Flashings - Make A New Gutter Strip From Sheet Metal As Usual, And Valley Flashing At The Junction Of The Main Slope And Dormers; Make It 40 Cm Wide, Directing Rainwater Outflow From The Slope To Gutters And Downpipes, 6. Gutters And Downpipes - Gutters Should Be Made Semi-Circular With A Diameter Of 150 Mm; Downpipes – Round, Diameter 120Mm; The Gutter Should Be Made Of Uncoated, Galvanized Steel Sh