Tenders Are Invited For Renovation Of The Pond In Lipiny

1. Description Of The Subject Of The Order: The Subject Of The Order Is The Implementation Of The Investment Called Renovation Of The Pond In The Town Of Lipiny. The Scope Of Works To Be Performed Is: - Cutting And Grubbing Up Bushes And Medium-Density Undergrowth, - Pumping Water From The Pond, - Mowing And Removing Lichen From The Slopes And The Bottom Of The Pond, - Desilting The Bottom Of The Pond With Spreading The Excavated Material In The Vicinity Of The Reservoir Over The Remaining Area Of The Plot And Removing The Remaining Excess. Excavated Material In A Place Indicated By The Ordering Party At A Distance Of Up To 6 Km, - Profiling Of Pond Slopes With Grass Mixture Sown. The Detailed Subject Of The Order (Scope Of Construction Works And Qualitative And Quantitative Requirements) Is Described In The Bill Of Quantities Constituting Annex No. 5 To The Swz. Note! As Part Of The Works Described In Item 7 Of The Bill Of Quantities Constituting Annex No. 5 To The Swz And Valued In Item 7 Of The Offer Cost Estimate In The Offer Form, The Following Should Be Performed: • Profiling And Possible Supplementation Of Slopes With Soil (Suitable For Embedding) Obtained From Earthworks Or Delivered Along With Compaction. Slope Profile With A Slope Of 1:1.5 - Approximately 750 M2. When Profiling The Slopes, A Recessed Surface Should Be Provided For The Installation Of Mesh (Gabion) Mattresses In The Lower Part Of The Slope. • Fully Strengthening The Foot Of The Tank Slope With A Wooden Palisade, 10-12 Cm Long, Min. 120 Cm On A Length Of Approx. 105 Meters • Reinforcement Of Slopes With Mesh-Stone (Gabion) Mattresses Made Of Galvanized Steel Mesh, Wire Thickness Min. 2.5 Mm Welded Or Woven, Filled With Stones (Pebbles Or Crushed Aggregate - To Be Selected By The Ordering Party At The Implementation Stage) With Dimensions Larger Than The Mesh Size - Fraction 90-200 Mm. Baskets Closed At The Top With A Lid Made Of The Same Mesh As Above. - Connection Of The Lid/Basket Cover And Connection Of The Structure In A Manner Consistent With The Manufacturers Requirements. Baskets Placed On A Previously Laid Separation Layer Of Geotextile With A Weight Of Min. 120G/M2. Basket With A Stone Filling Height Of Min. 20 Cm. Area Of ​​Slopes To Be Strengthened: Approx. 360 M2. • The Remaining Unreinforced Part Of The Slopes Should Be Profiled And Cleaned.