Tenders Are Invited For Modernization Of The Sports Facility At Ul. Wins

The Subject Of The Task Is To Modernize The Sports Facility At Ul. Victoriesthe Task Should Be Completed In Accordance With The Attached Project. The Investment Is Limited To The Ordering Partys Plots Only.1.1. The Scope Of The Task Envisaged For Implementation Under The Basic Order Includes: Stage I (Point 5.1 - 5.7 Of The Technical Design) - Construction Of Drainage To Drain Excess Rainwater From Drainage Pipes With A Diameter Of 80 Mm In A Filtration Lagging Laid Every 6 M Along The Shorter Side Of The Pitch. Drainage Collectors With A Diameter Of 160 Mm Have Been Designed Along The Long Sides Of The Pitch, To Which Transverse Sections Of Drains With A Diameter Of 80 Mm Will Be Connected. Drainage Collectors Will End With Inspection Chambers With A Diameter Of 425. The Discharged Water Will Be Directed Through Sections Of The Rainwater Drainage System With A Diameter Of 200 M To The Existing Rainwater Drainage System. In The Southern Part Of Plot 1943/294, It Is Planned To Build 5 Buffer Tanks With A Capacity Of 10 M 3 Each And A Water Pumping Station. From The Pumping Station It Is Planned To Build A Pe100 Dn75 Sdr 11 Pipeline Towards The Pitch Plate, Connected To A Pe100 Dn63 Pipeline, Made Parallel To The Side Lines Of The Pitch, At A Distance Of ~ 1 M From Their Outer Edges. The Dn63 Pipeline Supplies 12 Sprinklers For Watering The Pitch. It Is Also Planned To Make Two Sections With Pvc Rainwater Drainage Connections Dn200 To Collect Rainwater From The Roofing Of The Stand And The Roof Of The Club Building. From The Buffer Tank, Water Will Be Directed Through A Section Of The Pe100 Dn200 Pipeline To The Pump Well. This Section Should Be Equipped With A Shut-Off Gate Valve With A Telescopic Stem And A Street Box. It Is Planned To Install A Pump For The Irrigation System In The Pump Well. The Pitch Irrigation System Is To Be Made Of Pe100 Sdr11 Dn75 Pipes And 63 Pipes Supplying 12 Sprinklers Located Around The Perimeter Of The Pitch - 10 Pieces And 2 In Its Central Part. It Is Also Planned To Install A Cabinet/Technological Chamber Intended For Mounting The Necessary Technical Equipment. To Supplement The Water, A Pe100sdr 11 Dn63 Sdr 11 Water Supply Connection Should Be Made To The Existing Hydrant Cabinet On The Wall Of The Club Building To The Planned Pumping Station. ), Fertilizing And Rolling The Pitch On An Area Of ​​7,300M2 +/- 10%.1.2. The Scope Of The Task To Be Performed Under The Contract Under The Option Law, Only Point 5.11 Of The Technical Design Includes: Stage Iii (Item 5.11 Of The Technical Design) - Modernization Of The Pavement On Plot 1904/294, Approx. 200 M2. Trenching, Leveling And Construction Of A 30 Cm Thick Foundation On Plot 1904/294, Approx. 360 M2. Widening The Entrance To The Gks Gwarek Area Along With Shifting The Curbs. Laying The Rope Drainage Type Fasterfix Ks - 8 M. Laying A Drain Pipe Made Of Pvc Pipe Sn 8 Dn 110 - 21 M. Installation Of The Retaining Curb On A Concrete Footing 100 X 30 X 12 - Approx. 100 M. Laying Gray And Red Concrete Blocks, 8 Cm Thick, On Plot 1904/294, Approx. 360 M2, Including Red Paving Stones, Approx. 107 M2. The Investment Does Not Include The Scope Of Works Included In Points 5.12 - 5.15 Of The Technical Design. Exceed 40% Of The Value Of The Basic Order. The Ordering Party May Not Exercise The Option Right, And The Contractor Shall Not Be Entitled To Any Claims In This Respect. The Condition For Awarding An Optional Contract Is The Possession Of Financial Resources By The Ordering Party. The Ordering Party Will Decide To Exercise The Option Right Until The Date Of Announcement Of The Results - Information On The Selection Of The Most Advantageous Tender. During The Implementation, The Works Completed So Far Should Be Taken Into Account, I.E.: - Irrigation System With A Length Of 75 M; - Laying A Water Pipe With A Diameter Of 63 Mm And A Length Of 200 M; - Excavations And Laying A Water Pipe With A Diameter Of 63 Mm And A Length Of 120 M; - Execution Of A Rainwater Drainage System On The Section From The S9 To S10 Wells And To The Drains To The Concrete Tanks, 37 Mm Long, Together With The S10 Well; - Construction Of A Rainwater Drainage System On The Section Between S1 To S4 Wells, 72 M Long, Together With S1 And S4 Wells; - Construction Of A Section Of Rainwater Drainage System Draining Water From Gutters Of The Grandstand Roof Water Buffer Tanks; - Construction Of A Rainwater Drainage System On The Section From The S12 To S15 Wells, 43.5 M Long, Together With The Wells.