GTR 98310319

Tenders Are Invited For Repair And Clearing Of Drainage Ditches Destroyed As A Result Of A Flood In The City Of Jelenia Góra

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
98310319
Tendering Authority
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Tender No
RZ.271.33.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Repair And Clearing Of Drainage Ditches Destroyed As A Result Of A Flood In The City Of Jelenia Góra
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
08-07-2025 Closed
Work Detail
The Subject Of The Contract Are Construction Works Covering The Repair And Clearance (Manual And/Or Mechanical Desperate) Of Drainage Ditches Destroyed As A Result Of Floods In The City Of Jelenia Góra Together With The Export/Spread Of The Spoil From The Description, As Well As Supplementing The Defects Of The Slopes And Bottom Of The Ditch. R. The Commissioning Is Implemented As Part Of A Special Program Of Providing Financial Assistance In Removing The Effects Of Floods For Areas Covered By The State Of Natural Disaster In 2024 Adopted By The Resolution Of The Board Of The Provincial Fund For Environmental Protection And Water Management In Wrocław No. 100/2025 Of 10.03.2025. Lubańska In Jelenia Górach, The Object Of The Order Is To Be Cleared By Descending The Ditches Along With The Supplementation And Reconstruction Of Dna And Ditches Slopes With Concrete Slabs Located At Lubańska Street In Jelenia Góra: R-H28 Ditch, R-H1.1 Ditch. R-H28: 1) R-H28 Drainage Ditch Is Located In The Area Of ​​Ul. Lubańska (Plot No. 71 Am 1 Cieplice And At The Stock Exchange) .2) The Total Length Of The Ditch Is 980 M, The Section Covered By The Order Covers 325 M.3) Characteristics And Description Of Damage: R-H28 Ditch Drains Water From The West Towards Ul. Lubańska, Where He Takes Waters From The R-H1 Ditch Just Before The Road (Also Covered By Documentation). The Ditch Is Uninsured, Has A Trapezoidal Cross -Section Of The Riverbed, And The Average Dna Width 0.5 M. As A Result Of The Influx Of Water That Took Place During The Flood, And Thus Flooding Of The Adjacent Areas, The Sore In The Bottom Of The Ditch Was Accumulated. Therefore, It Is Necessary To Restore The Cross -Section Of The Proper Ditch Trough By Filming, In Order To Maintain Its Function. Dna Width Approx. 0.6 M, Depth About 1.5 M; (30 Cm Layer - 200 M And A Layer Of 40 Cm - Approx. 125 M), B) Spoil Export - Approx. 30 M3, C) Mourning Of The Spoil - Approx. 60 M3.2. R-H1: 1) The R-H1 Drainage Ditch Is Located In The Area Of ​​Ul. Lubańska (Plots No. 68 Am 1 And No. 19/2 Am 3 Cieplice Precinct I) .2) The Total Length Of The Ditch Is 2703 M, The Section Covered By The Order Covers 1,100 M.3) Characteristics And Description Of Damage: R-H1 Ditch Drains Water From The West Towards Ul. Lubańska, Where Just Before The Road Goes To The R-H28 Ditch (Also Covered By Documentation). The Total Length Of The Ditch Is 2703 M, The Section Covered By The Order Covers 1,100 M. The Ditch Has A Trapezoidal Cross-Section, Section Insured With Concrete Pa-Ii Concrete Plates With Medium Dna Width 0.8 M. As A Result Of The Influx Of Water During The Flood, There Was A Museum Accumulation In The Bottom Of The Ditch, And Local Damage To The Papa And Bottom. Therefore, It Is Necessary To Restore The Cross -Section Of The Proper Ditch Trough By Filming And Repairing Insurance, In Order To Maintain Its Function. 60 Cm, 1/3 Of The Mutual, B) Supplementing Insurance From Pa-Ii Plates In The Bottom And On The Ditch Slope-App
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