The Republic of Sudan

The Presidency of the Republic

Dams Implementation Unit (DIU)

Southern Sudan Projects

Invitations for expression of interest for prequalification for Civil and
 Hydromechanical works for Bedden Hydro Power Project in South
 Sudan.
 The Dams Implementation Unit (DIU) is an executive agency in charge  of the planning and implementation of dams in the Sudan. For more  information about our organization and details of our activities, please  visit our internet site at www.diu.gov.sd
 DIU is currently constructing 3 dams in the Sudan: Merowe Dam in the North of the country, Roseires Dam heightening in the south-east  and The Dam Complex of Upper Atbara in the east. Several Dams are being planned as well.  DIU is now sending out invitation for expression of interest for  Prequalification for Construction of Bedden Hydropower Project in South Sudan located just 30km south of Juba town the seat of Government of South Sudan (GOSS). DIU intends to prequalify International civil contractors and nominated hydro mechanical equipment contractors for the above works.
 This invitation for prequalification is for Contract C2: Main Civil Works
 comprising:
 - River Diversion Works
 - Concrete Dam including Spillway, Intake structure and Power House
 - Embankment Dams and,
 - Associated hydromechanical equipment
 DIU has engaged SMEC International Pty ltd of Australia to investigate  the hydropower potential of Bahr el-jebel stretch of the Nile between Juba and Nimule near the Ugandan border and determine the optimum combination of schemes for development. The scheme selected for
 development first is Bedden Hydropower Project. SMEC has carried out Feasibility Studies. The project has been developed to a Detailed Design Stage and the Tender Documentation will be in due course for the tendering stage, once the prequalified contractors are selected.
 Prequalification is open to contractors and joint ventures of contractors with the experience and capability to execute the works. Should you be interested to receive the entire prequalification
 documents and procedure for this project, please express so in writing to the following address:
 The Director General – projects

 Dams Implementation Unit (DIU)
 beddenhydropowerdam@yahoo.com
 It is expected that Prequalification documents will be issued to interested contractors upon written application to the above address free of charge on or before 15 June 2010.
 The prequalification documents must be duly completed and returned to the DIU and to the Consulting Engineer where they must be received before or on 12:00pm on Thursday July 8, 2010. Documents which are received late will not be considered and returned unopened.
 Pre-qualified contractors will be notified by July 15, 2010 to collect the Tender Documents.
 DIU will inform all applicants of the result of their application. DIU reserves the right to reject or accept any application and to annul the prequalification process and reject all applications, without thereby incurring any liability to the affected applicants or any obligation to inform the applicants of the grounds for the action of the DIU of the Republic of Sudan.
 Director General - Projects
 Dams Implementation Unit
 Bedden Hydropower Project
 

Main Components
 
 The Bedden Dam is a concrete gravity dam with a central clay core rockfill embankment on both sides. The concrete section
 comprises:
 A central concrete section, containing six low level outlets for emergency drawdown;
 A spillway section with thirteen gates for flood discharge; A non overflow concrete section on the island; Powerhouse (Size of powerhouse 252m x 46m x 62m (LxWxH) and outlet works adjacent to the right bank. The power house has a total capacity of 530MW and equipped with 6 Kaplan Turbines, each with a capacity of 91.5 MW. The powerhouse abstracts water directly from the reservoir through the six power intakes. It is intended that a maximum discharge of
 2,040m3/s will be diverted for energy generation. The dam acts as a run-of-river diversion, with storage to retain sufficient water for weekly loads. Minimum operating level is only 1.0m below normal operating reservoir water level. The Central Clay Core Rock fill Dam is approx 2,347 m long on both sides of the Nile. The right and left bank embankments will be founded on rock.
 An administration building.
 Ancillary buildings

 

 

 

  

 

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