Tenders Are Invited For Reconstruction And Extension Of The Foresters Lodge Building With An Office Part - A Law Firm With Installations - Of The Wojcieszyn Forestry And Renovation Works.

The Subject Of The Contract Is The Performance Of Construction Works Consisting In The Extension And Reconstruction Of A Residential Building With An Office Part - The Office Of Forestry Wojcieszyn Located On The Land Plot No. 38/6, Maszkowo Precinct, Commune Nowogard And Impregnation Of External Wooden Elements On The Building Of The Foresters Lodge And Renovation Of The Fence. Construction Works Consisting Of: (1). Expansion Of The Office Part Consisting In The Addition Of A Southern Part From The Side Of The Gable Elevation Containing A Vestibule, A Toilet And A Waiting Room With An Entrance To The Office Room.(2). Reconstruction Of An Office Room - A Law Office Consisting In: - Dismantling The Window And Bricking Up The Window Opening, - Dismantling The Window And Part Of The Wall Below The Sill In Order To Install The Door, - Dismantling A Fragment Of The Wall And Making A New Window Opening. (3). Impregnation Of External Wooden Elements On The Foresters Lodge Building And Renovation Of The Fence Within The Scope Of The Agreement, The Contractor Is Obliged To Obtain A Final Or Immediately Enforceable Decision On The Occupancy Permit. Elements With A Cross-Section Of 140X140 Mm, Filled With A Layer Of 120 Mm Thick Polystyrene With Glued Clinker Tiles (Color And Format To Match The Existing Ones), From The Inside - Osb Board, Min. 22 Mm Thick And Mineral Wool Insulation, 100 Mm Thick And Finished With Plasterboards 12 .5 Mm On The Metal Structure Of The Cw/Uw 100 System; Partition Walls Made Of 2 X 12.5 Mm Gypsum Boards On The Cw/Uw100 System Metal Structure, Mineral Wool Filling; Gable Roof With A Slope Angle Of 25°, With A Rafter And Collar Beam Structure (80X160 Mm Rafters, 50X160 Mm Collar Beams), Insulation With 250 Mm Thick Mineral Wool And Finished With 2 X 12.5 Mm Gkf Plasterboards, Roofing With Interlocking Tiles (Color And Adapt The Pattern To The Existing Tile), Gutters Ø 150 Mm, Downpipes Ø 100 Mm Brown Pvc, Flashings (Galvanized Steel Sheet Coated In Brown); Floors On Compacted Sand Bedding, Thickness 200 Mm, Lean Concrete Th. 100 Mm, Pe Foil Th. 0.3 Mm, Styrofoam Th. 150 Mm, Foil, Concrete Screed Reinforced With 100X100x4 Mm Mesh, All Finished With Gres Flakes; Window And Door Joinery: Windows With Wooden Profiles, Double Glazing With Coefficient U<0.9 W/(M2k (For The Entire Window) With Micro-Ventilation And Ventilators (Color Adapted To Existing Windows), External Entrance Door 90/200 Cm, Heat Transfer Coefficient: U = 1.3 (W/M2*K) (Color Adapted To The Existing External Door); Extension Of The External Water Supply System And External Sanitary Sewage System As Well As Extension And Reconstruction Of The Central Heating System; Access In The Form Of A Pavement Made Of Concrete Cubes On A Cement And Sand Bedding (1:4) With A Sand Or Gravel Drainage Layer;