GTR 91290812

Tenders Are Invited For Reconstruction Of A Water Reservoir In The Forest Park At Morska Street In Darłowo

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
91290812
Tendering Authority
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Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of A Water Reservoir In The Forest Park At Morska Street In Darłowo
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
10-02-2025 Closed
Work Detail
The Subject Of The Order Are Construction Works Consisting In Restoring The Retention Of The Existing Water Reservoir Located On Plot 15, District 6 Of The City Of Darłowo (Park At Morska Street) And Accompanying Works. Access To The Area Is Provided Via Provincial Road No. 205 And An Internal Exit Towards The Port Quays. The Reservoir Area Is Surrounded By Trees, As Can Be Seen In The Attached Illustrative Photos. The Details Of The Order Include: 1) Desilting, Cleaning (Dredging) Of The Silt Layer Of The Reservoir On An Area Of ​​Approximately 4,600 M2, Along With Shaping Its Bottom: - This Part Of The Order Assumes Mechanical Extraction (Dredging) From The Bottom Of The Reservoir Of Silt, Dead Vegetation, Etc. Dredging Works Will Be Carried Out Over Its Entire Surface, I.E. Approximately 4,600 M2. The Amount Of Sediment To Be Extracted By The Contractor Under The Order Is 6,900.00 M3 Of Excavated Material (And This Value Should Be Included In The Calculations). The Sludge Must Be Removed By The Contractor. The Described Task Assumes The Removal Of Excavated Material (Excavated Sludge, After It Has Been Drained) And Its Legal Disposal (Also On The Contractors Own Responsibility). This Task Also Includes Other Preparatory Activities, E.G. Surveying Works, Site Preparation, Etc. The Expected, Approximate Shape Of The Bottom After Selecting The Silt Layers Is Presented In The Drawing (Overview Map) Attached To The Order. The Drawing Contains Two Bottom Trim Zones Without Specifying The Assumed Depth. The Final Depth Values ​​In This Area Will Be Related To The Achievement By The Contractor Of The Value Of 6,900 M3 Of Excavated Material (Which Must Absolutely Be Achieved). I.E. First, The Contractor Must Shape The Bottom In Accordance With The Drawing Within The Depths Imposed There (1.5 M And 2.5 M). Then It Will Start Extracting Spoil From Two Depression Zones. The Depth Of These Zones Will Be The Result Of The Difference In The Excavated Material Between The Value Of 6,900.00 M3 And The Excavated Material Removed From The Zones Described By The Depths. 2) Restoration Of The Coastline With Fascination Of The Reservoir Shore, Including: - Removal And Disposal Of The Remains Of The Old Fascine (Approximately 215 M );- Preparation Of The Pond Edge, Including Removal Of Any Contamination, Such As Existing Vegetation, Waste, Dead Plants Or Dead Branches; - Mechanical Profiling Of The Pond Shore Along Its Entire Length Of 430 M (From Its Water Part And About 3 Meters Wide On The Land Part); - Strengthening The Pond Shores By Building Walls Of Branches And Pegs, With The So-Called Fascines. The Fascine Band Will Be Constructed Along The Entire Length Of The Bank, I.E. Approximately 430 M. This Structure Will Consist Of A Palisade Of Posts 2 M Long And 10 Cm In Diameter, Filled With Two Bundles Of Fascine (Double Arranged). Stakes Made Of Pine Or Spruce Wood Spaced Every 50 Cm. Bundles Should Be Formed From Branches Of Deciduous Or Coniferous Trees. The
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