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. Zwycięstwa. The 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 Dn63sdr 11 Water Supply Connection Should Be Made To The Existing Hydrant Cabinet On The Wall Of The Club Building To The Planned Pumping Station. Fertilization And Rolling Of The Pitch On The Surface Of 7,300 M2 +/- 10%.1.2. The Scope Of The Task To Be Performed Under The Contract, In Accordance With The Option Right, Only Item 5.11 Of The Technical Design Includes: Stage Iii (Item 5.11 Of The Technical Design) - Modernization Of The Surface 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 Gksgwarek Area Along With Shifting The Curbs. Laying The Rope Drainage Type Fasterfix Ks - 8 M. Laying The 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 The Gray And Red Concrete Cubes, 8 Cm Thick, On Plot 1904/294, Approx. 360 M2, Including The Red-Eyed Cube. 107 M2. The Investment Does Not Include The Scope Of Works Included In Points 5.12 - 5.15 Of The Technical Design. The Value Of The Optional Contract - Stage Iii May Not Exceed 40% Of The Value Of The Basic Contract. The Ordering Party May Not Exercise The Option Right, And The Contractor Shall Not Be Entitled To Any Claims On This Account. The Condition For Awarding The Optional Contract Is The Possession Of Financial Resources By The Employer. The Employer Will Decide To Exercise The Option Right Until The Date Of Announcement Of The Results - Information On The Selection Of The Most Advantageous Offer. With A Diameter Of 63 Mm And A Length Of 200 M; - Execution Of Excavations And Laying Of A Water Pipe With A Diameter Of 63 Mm And A Length Of 120 Running Meters; - Construction Of A Rainwater Drainage System On The Section From The S9 To S10 Wells And A Drainpipe To Concrete Tanks With A Length Of 37 Mm Along With The S10 Well; - Execution Rainwater Drainage System On The Section Between Wells S1 To S4, 72 M Long, Together With Wells S1 And S4; - Construction Of A Section Of Rainwater Drainage System Draining Water From Gutters Of The Grandstand Roof To Water Buffer Tanks; - Construction Of Rainwater Drainage System, 43 Meters Long, From Wells S12 To S15; .5 M Together With Wells. A Detailed Description Of The Subject Of The Order Is Attached As Appendix No. 4 To Swz - Description Of The Subject Of The Order, Stwior, Technical Design, Bills Of Quantities.