Tenders are invited for Rainwater Drainage Modernization In Tiszal c

Rainwater Drainage Modernization In Tiszal c 45000000-7 In Detail Based On The Attached Design Documentation! Sections Of Partial Tender 1: Section Sz-3-0, Sz-3-1 Sections Of Partial Tender 2: Section Sz-1-0, Section Sz-1-1 Sections Of Partial Tender 3: Sz-2-0, Sz-2-1 Section Tiszal c 815/2, 495, 484/1, 657, 726 Hrs. In The Contract, The Contracting Authority Specifies A Reserve Limit Equal To 5% Of The Net Offer Price (Full Compensation). Drainage Facilities Under Construction: Part 1. A Total Of 952.9 M Of Sz-3-0 Canal Is Being Built, 533.98 M Of Which: 414.97 M D 400 Kd-Extra Plastic Pipe, 28 Water Sinks With Cover Cleaning Manholes, 119.01 M Dn600 Kd -Extra (According To Length Section) Receiver: Takta Belt Channel Q25%=192 L/S, Q=148.3 - 1236.6 L/S Eov Coordinates Of The Receiver Of The Channel Marked Sz-3-0: Y= 800924 M X= 300496 M Under Construction: 1 Sludge And Oil Trap Built According To The Site Plan: Oil Trap Trp D1c5n Channel Marked Sz-3-1 418.92 M Of Which: 418, 92 M D 400 Kd-Extra Plastic Pipe, With 20 Water-Sink Or Side-Inlet Cleaning Manholes, Receptacle: Section 0+119 Of Planned Sz-3-0 Channel Q25%=84 L/S, Q=281 L/S (Dn400 Kd-Extra Storm Sewer) Part 2 A Total Of 578.72 M Of Sz-1-0 Sewer Is Being Built, 372.33 M Of Which: 216.33 M D 400 Concrete Pipe, With 11 Cleaning Manholes, Every 20-25 M. The Surface Waters Are Collected With 156.0 M 50/200 Channel Elements And Introduced Through The Cover Plates Into The Rainwater Drainage System. At The H rsfa - Sz chenyi Utca Intersection, The Existing Culvert (Q=219 L/S) Is In Good Condition, And The Existing Rainwater Drainage System Can Receive The Rainwater. Receptor: Existing Drainage Ditch (Marked B-2) Q25%=109 L/S, Q=122 L/S (D400 Concrete Precipitation Channel) Channel Marked Sz-1-1 206.39 M: 46.84 M Tb 30/50 /Ditch Covered With 40 Elements, 23.0 M D 400 Concrete Pipe To The Gate Entrance, 136.55 M D 400 Kd-Extra Plastic Pipe, 9 Water Sinks With Cover Cleaning Manholes Q25%=81 L/S, Q=314.43 L/S (Trench ) Recipient: Sz-1-0 J. Canal , Part 3. A Total Of 611.89 M Of Canal Marked Sz-2-0 Is Being Built. 420.0 M: 232.0 M D 400 Concrete Pipe, 12 Water Sinks With Cover Cleaning Manholes, Every 20-25 M. The Surface Water Is Collected With 188.0 M 50/200 Gutter Elements And Introduced Through The Cover Plates Into The Rainwater Drainage System. Receptor: Existing Drainage Ditch (Marked B-1/2) Q25%=78 L/S, Q=122 L/S (D400 Concrete Rainwater Channel) Channel Marked Sz-2-1 191.89 M Of Which: 48.39 M Tb Ditch Covered With 30/50/40 Elements, 7.0 M D 400 Concrete Pipe Gate Entrance, 136.50 M D 400 Kd-Extra Plastic Pipe, 7 Water Sinks With Lid Cleaning Manholes Q25%=54 L/S, Q=409.68 L/S S (Ditch) Receiver: Sz-2-0 J. Channel

Refer document

FileName	File Description
Global Tender Document	Tender Notice