GTR 102533613
Tenders Are Invited For Roof Of The Roof Of Two Outbuildings, Located On Journal Of Laws No. 394/4 In Czerniec, Lubin Commune, Lubin Poviat
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
102533613
Tendering Authority
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Tender No
WRO.WO.260.35.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Roof Of The Roof Of Two Outbuildings, Located On Journal Of Laws No. 394/4 In Czerniec, Lubin Commune, Lubin Poviat
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
14-10-2025
Closed
Work Detail
The Subject Of The Order Is The Renovation Of The Roof Of Two Outbuildings, Located On Journal Of Laws 394/4 In Czerniec, Lubin Commune, Lubińskistan Poviat, There Are An Right Renovation, Two Buildings Are Intended: The First Free -Standing Building, Located In The Western Part Of Journal Of Laws No. 394/4 Czerniec. The Original Purpose Of The Object Was The Function Of The Stable - On The Ground Floor, While In The Attic There Was A Hay Magazine. Building Length - 19.13M, Width 10.94M. The Thickness Of The Mundane Walls 64Cm. Above The Ground, The Ceiling In The Form Of A Vault Supported On Pillars Made Of Stone With Medium Longitudinal Spacing In The Light Of Columns-6.07-6.25M And Transverse Spacing In The Light Of Columns-2.59M. Diameter Of 350Mm Poles, Height From The Base To The Crown - 230Cm. Alsoo Height - 2.84M At The Lowest And 3.59M At The Highest Point. The Roof Structure Is Made As Wooden, Hanging, With An Angle Of Inclination Α = 14 °, Supported On Knee Pillars With A Cross -Section Of 12X12cm And Height L = 1.12M From The Foundation To Purlins. 16X12cm Rafters With A Length Of 6.80M, In The Medium Spacing In The Light Of 90.5 - 91.2Cm Elements. Attic Wall Thickness - Longitudinal - 25Cm; Transverse (Peak) - 38Cm. Gable Roof, On Full Formwork, Covered With Roofing Felt. The Second Building Consists Of Two Parts - One Longitudinal 62.85M Long And 12.18M Wide - Lying Parallel To The Border From Journal Of Laws 394/1 Rev. Czerniec. The Second Part Of The Perpendicular - Measuring 8.00M Wide And 22.77M. Both One -Story Buildings, With An Attic. In The First, Longer Part Of The Attic It Was A Component Function. Above The Ground, The Klein Section Ceiling, Supported On Steel Beams, Based On Cast Iron Poles With A Diameter Of 200Mm In The Medium Longitudinal Spacing In The Light - 3.40M And Average Transverse Spacing In Light - 7.61M. The Height Of The Basement At The Lowest Point - 3.82M, In The Highest - 4.28M. The Thickness Of Transverse And Longitudinal External Walls - 55Cm. . The Angle Of The Roof Slope Α = 17 °. Roof Structure Made As Wooden, Hanger - Supported On Columns In The Eaves - A Height Of 2.11M. 12X14cm Rafters 6.40M Long And Medium Spacing In Light - 78.7Cm. Maximum Height Of The Attic - 4.13M From The Floor. Gable Roof, Covered With Felt At Full Formwork. Height In The Eaves - 6.31M, Height In The Ridge - 8.19M. The Second Part Of The Building - Has A Single -Pitched Roof (Hood To The East). Wooden, Hanger Roof Structure, Supported On Three Columns (2 Extreme And One Indirect) With A Cross -Section Of 14X14cm. 10X14cm Rafters In Medium Spacing In Light - 76Cm And Length 830Cm. The Angle Of The Roof Slope Α = 11 °. The Attic Height - Maximum - 2.80M, Minimum - 1.20M. Building Height - Minimum - 4.16M, Maximum - 5.68M. Renovation Works Are To Restore Roof Truss In Both Buildings In Its Original Form And Shape. It Is Assumed To Replace The Entire Roof Truss Structure Along With Formwork, Roofing And Sheet Metal Processing
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