GTR 85984172
Tenders Are Invited For Construction Of An Open Retention Reservoir For Collecting Rainwater, Snowmelt And Groundwater
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
85984172
Tendering Authority
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Tender No
RNIOŚ.271.12.2024
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of An Open Retention Reservoir For Collecting Rainwater, Snowmelt And Groundwater
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
04-10-2024
Closed
Work Detail
1) The Subject Of The Project Is The Design And Construction Of An Open Retention Reservoir For Collecting Rainwater, Meltwater And Groundwater. The Investment Area Is Located On Plot No. 53, Rev. Gronowo, Lubomino Commune, In The Center Of Gronowo. The Main Development Zone Will Be Located In The Northern Part Of The Plot And Will Cover An Area Of Approximately 2,779 M2. The Elements Complementing The Construction Of The Tank Will Be: A) An Access Road; B) A Pedestrian Path To Service The Tank; C) Rainwater Basins Along The Access Road And Parking Lots. 2) A Detailed Description Of The Subject Of The Order, The Scope Of Work And The Requirements For The Execution And Acceptance Of The Subject Of The Order Are Specified In The Documentation , Which Includes The Documents Listed Below: A) Functional And Utility Program For The Project Entitled: Construction Of An Open Retention Reservoir For Collecting Rain, Meltwater And Groundwater Constituting Annex No. 4; B) Contract Template - Constituting Annex No. 5 To Swz.3) For The Implementation Of The Order In Question, The Ordering Party Received Funding For Operations Such As Water Resources Management Under The Sub-Measure Support For Investments Related To The Development, Modernization And Adaptation Of Agriculture And Forestry Covered By The Rural Development Program For 2014–2020.4 ) Estimated Scope Of Works: A) Tank Area - Approx. 250-300 M2, With A Gently Sloping Edge With 1:1 Proportions; - Edges Lined With Fascine Or Stone; - Bottom Lined With Foil Or Epdm Membrane; - Bottom Lining With Gravel And Stones Various Fractions; - Banks Filled With Water-Loving Plants; B) Technical Road - Replacement Of The Surface With Crushed Aggregate 4-31.5 Mm (Clinic Area) - Approx. 357 M2; C) Pedestrian Path Serving A Reservoir Made Of Concrete Cubes With An Area Of 136 M2; D) Basins Along The Technical Road For Rainwater - Depressions In The Area With A Slight Depression Of Up To 0.5 To 1.0 M At The Deepest Point, Separated From The Ground With A Filter Geotextile, Covered With Stones With Gravel Of Various Fractions, Water-Loving Plants Planted Inside With A Total Area 48M2;E) Installations For Collecting Rainwater From The Buildings Gutters - Pvc Pipes, Underground, Length - Approx. 150M;F) Grass - Filling Around The Tank After Construction Works, Approx. 500M2.5) Before Starting Design Work, It Is Necessary: A) To Perform Soil And Water Tests; B) Preparing An Inventory Of Greenery; C) Updating The Map; 6) As Part Of The Development Of Project Documentation, It Is Necessary To: A) Carry Out The Scope Of Preparatory Works, B) Develop A Land Development Design Together With Construction Designs Of A Retention Reservoir; C) Prepare Necessary Arrangements And Checks; D) Submitting A Building Permit And Other Necessary Permits, Including A Water Permit If Necessary;
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