Active

Remote ID
1
By Anonymous (not verified) , 24 February 2026
PIDA Code
W.07.01
Project Status
Active
Project Stage
Construction
Completion Percentage
0
Sector Name
Water
Subsector Name
Water Aquifier Management
Reference Plan
PIDA PAP 1
On SDM
Off
Summary
<p>Upgrade of the world&acirc;&euro;&trade;s largest fossil water aquifer system, the Nubian Sandstone Aquifer System, underlying Chad, Egypt, Libya and Sudan.</p>
Description

<p>The Nubian Sandstone Aquifer System (NSAS) underlies the countries of Chad, Egypt, Libya&Acirc; and Sudan, the total population of which is over 136 million. It is the world&acirc;&euro;&trade;s largest &acirc;&euro;&tilde;fossil&acirc;&euro;&trade; water aquifer system.</p>
<p>The project scope involves:</p>
<ul>
<li>Developing a standard mechanism for monitoring the development of the aquifer</li>
<li>Capacity building/ training for field investigations/monitoring of groundwater in four countries</li>
<li>Creating a legislative framework for attaining principles of cooperation and equitable utilization</li>
<li>Developing framework for the implementation of the regional strategy for utilization of the NSAS</li>
</ul>
<p>&Acirc; </p>
<p>The Nubian Sandstone Aquifer System (NSAS) underlies the countries of Chad, Egypt, Libya and Sudan, the total population of which is over 136 million. It is the world's largest &lsquo;fossil' water aquifer system stretching over approximately 2.6 million square km in Northeast Africa. Fresh groundwater reserves in the aquifer system is estimated at 372,950 billion cubic metre (BCM), out of which only 3.9% is recoverable with present?day technology. The riparian countries sharing the aquifer system face similar problems of arid climate, scarce surface water resources, persistent droughts and fragile ecosystems. The aquifer is a critically important source of water in this arid desert region and will be increasingly in demand in the future. Hence, all four countries have given priority to linking the NSAS groundwater exploitation to national development strategies and plans. Growing pressures on the aquifer system pose threats to both the quantity and quality of the resource and could, if not appropriately managed, lead to transboundary/shared problems and tension.</p>
<p> </p>

Capex Cost
0.00USD million
Preparation Cost
5.00
Operation Cost
0.00
Countries
Chad, Egypt, Libya, Sudan, Chad, Egypt, Libya, Sudan, Chad, Egypt, Libya, Sudan
Beneficiary Countries
Chad, Egypt, Libya, Sudan
Stakeholders
Inter-Governmental Authority on Development (IGAD)
Centre of Environment and Development for the Arab Region and Europe
Arab Maghreb Union
International Fund for Agricultural Development
Islamic Development Bank
Global Water Partnership
Start Date
Date Created Raw
Updated Date
Latitude
24.130000
Longitude
27.554900
By Anonymous (not verified) , 24 February 2026
PIDA Code
T.21.02
Project Status
Active
Project Stage
Construction
Completion Percentage
1
Sector Name
Transport
Subsector Name
Bridge
Alternative Names
Kribi-Campo Bata Road and Bridge Linkages
Reference Plan
PIDA PAP 1
On SDM
Off
Summary
The project concerns the design of a bridge over the Ntem River along the Kribi-Campo-Bata multinational road axis to connect the Kribi-Campo and Campo-Bata road sections. This will be along the Yaounde-Bata-Brazzaville corridor, facilitating linkages between Cameroon and Equatorial Guinea.
Description

<p>The study of the Ntem River Bridge is part of the Kribi-Campo-Bata maritime route linking the port of Kribi to Cameroon and Bata in Equatorial Guinea. The inter-capital connections study will identify missing links and determine the technical and economic feasibility of the construction of a crossing structure and the development of a single border control post at the border of Cameroon and Equatorial Guinea. It will make technical, legal and financial recommendations for the management and operation of the Yaounde-Kribi-Bata-Libreville development and corridor.</p>

Capex Cost
0.00USD million
Preparation Cost
4.01
Operation Cost
0.00
Countries
Cameroon, Equatorial Guinea, Cameroon, Equatorial Guinea, Cameroon, Equatorial Guinea, Gabon
Beneficiary Countries
Cameroon, Equatorial Guinea
REC
CEEAC-ECCAS
Stakeholders
Economic Community of Central African States
Cameroon - Direction Générale des Grands Travaux: Direction des Routes
Equatorial Guinea - Ministère de la Communication
African Development Bank
NEPAD Infrastructure Project Preparation Facility
Email
ephrem.hailu@giz.de
Updated Date
Latitude
2.350000
Longitude
9.825300
By Anonymous (not verified) , 24 February 2026
PIDA Code
W.06.01
Project Status
Active
Project Stage
Construction
Completion Percentage
0
Sector Name
Water
Subsector Name
Multi-purpose Reservoir
Reference Plan
PIDA PAP 1
On SDM
Off
Summary
Construction of Noumbiel multi-purpose dam in Burkina Faso and Ghana, i.e. Volta River Basin.
Description

<p>The project, located in Guinea, aims to regulate the Senegal River in four countries via a multipurpose dam.</p>

Capex Cost
0.00USD million
Preparation Cost
0.00
Operation Cost
0.00
Countries
Burkina Faso, Ghana, Burkina Faso, Ghana, Burkina Faso, Ghana
Beneficiary Countries
Burkina Faso, Ghana
REC
ECOWAS-CEDEAO
Stakeholders
Economic Community of West African States
Global Water Partnership
Volta Basin Authority
Email
egetahun@outlook.com
Start Date
Date Created Raw
Updated Date
Latitude
9.740000
Longitude
-2.790320
By Anonymous (not verified) , 24 February 2026
PIDA Code
T.24.03.01
Project Status
Active
Project Stage
Project Definition
Completion Percentage
0
Sector Name
Transport
Subsector Name
Road
Reference Plan
PIDA PAP 1
On SDM
Off
Summary
*** DISCLAIMER: Project information was not obtained. It will be inserted when project information becomes available. *** Upgrading of road from Nouakchott to Nouadhibou (Mauritania).
Countries
Mauritania, Mauritania, Mauritania
Beneficiary Countries
Mauritania
REC
UMA-AMU
Stakeholders
Arab Maghreb Union
Mauritania - Bureau de Gestion Routière
Email
ephremg@nepad.org
Latitude
19.820000
Longitude
-16.429400
By Anonymous (not verified) , 24 February 2026
PIDA Code
W.08.01
Project Status
Active
Project Stage
Construction
Completion Percentage
0
Sector Name
Water
Subsector Name
Water Aquifier Management
Alternative Names
Systeme Aquifere du Sahara Septentrional (SASS)
Reference Plan
PIDA PAP 1
On SDM
Off
Summary
The management of the North-Western Sahara Aquifer System &#40;NWSAS&#41; / Systeme Aquifere du Sahara Septentrional (SASS), a large aquifer shared by Algeria, Libya, and Tunisia.
Description

<p>The NWAS is one of the major North African transboundary groundwater basins shared by three North African countries (i.e.  i.e. Algeria, Libya, and Tunisia) which covers an area of more than one million square kilometres. The NWSAS can be categorised as a multi-layered system of aquifers which embodies a huge stock of non-renewable groundwater. </p>

Capex Cost
0.00USD million
Preparation Cost
9.20
Operation Cost
0.00
Countries
Algeria, Libya, Tunisia, Algeria, Libya, Tunisia, Algeria, Libya, Tunisia
Beneficiary Countries
Algeria, Libya, Tunisia
REC
UMA-AMU
Stakeholders
Arab Maghreb Union
Sahara and Sahel Observatory
International Fund for Agricultural Development
African Development Bank
Global Water Partnership
Email
ephremg@nepad.org
Start Date
Date Created Raw
Updated Date
Latitude
0.000000
Longitude
0.000000
By Anonymous (not verified) , 24 February 2026
PIDA Code
T.06.04.01
Project Status
Active
Project Stage
Construction
Completion Percentage
0
Sector Name
Transport
Subsector Name
Road
Reference Plan
PIDA PAP 1
On SDM
Off
Summary
Cooperative master plan for modern North-South Corridor rail development (Phase 1).
Capex Cost
0.00USD million
Preparation Cost
0.00
Operation Cost
0.00
REC
SADC
Stakeholders
Southern African Development Community
Email
egetahun@outlook.com
Start Date
Date Created Raw
Updated Date
Latitude
0.000000
Longitude
0.000000
By Anonymous (not verified) , 24 February 2026
Project Status
Active
Project Stage
Project Definition
Completion Percentage
0
Sector Name
Water
Subsector Name
Water Supply
Alternative Names
Not available
Reference Plan
PIDA PAP 2
On SDM
Off
Summary
<p>"Orange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation Such studies would include at least an independent review of the above independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020._x000D The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

T he development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and construction"</p>
Description

<p>"Orange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation.The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study which aimed at Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and constructionOrange River System (ORS) is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
The study investigated many possible options and in 2016 initially concluded at the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).

Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.

The development of the NVD project will involve the following further stages:
&bull; Further feasibility studies
&bull; Detailed designs, procurement and construction" </p>

Capex Cost
500.00USD million
Preparation Cost
1.00
Operation Cost
0.00
Project Risk

<p>Not available</p>

Countries
Namibia, South Sudan, South Africa
Beneficiary Countries
South Africa
Stakeholders
Namibia - Government of Namibia
South Africa - Government of South Africa
Start Date
Date Created Raw
Latitude
43.870000
Longitude
43.872200
By Anonymous (not verified) , 24 February 2026
Project Status
Active
Project Stage
Construction
Completion Percentage
0
Sector Name
Water
Reference Plan
PIDA PAP 2
On SDM
Off
Summary
Orange River System &#40;ORS&#41; is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.
Description

<p>Orange River System &#40;ORS&#41; is one of the most highly developed River Systems in Southern Africa. In September 2015, Namibia and South Africa, under the auspices of the PWC, commissioned the Noordoewer / Vioolsdrift Dam (NVD) Feasibility Study, which aimed at identifying and optimising the best development dam size(s), site(s) and sequence of dam developments in the ORS needed to achieve the overall catchment objectives, to re-regulate the flows for ecological needs and to increase the yield in the Orange River System for use by both RSA and Namibia. The study was completed in May 2020.</p><p>The study investigated many possible options and in 2016 initially concluded that the optimal NVD would have a wall height of about 73 m, with a storage capacity of 2,800 million m3 and would be of concrete faced rock fill type (CFRD).</p><p>Certain limited further feasibility studies are required before the project can proceed to implementation. Such studies would include at least an independent review of the above findings, the finalisation of the exact parameters for the recommended optimal NVD in terms of size, site and type, and obtaining environmental authorisation for implementation.</p><p>The development of the NVD project will involve the following further stages:</p><ul><li>Further feasibility studies</li><li>Detailed designs, procurement and construction</li></ul><p>The initially proposed NVD was sized as a concrete face rockfill dam (CFRD), with parameters as set out below, consisting of a side spillway, outlet works, hydroelectric plant, river flow gauging weir, etc. Parameter Description: Full Supply Level (FSL)-230 masl; Freeboard-12.5 m; Non-Overspill Crest (NOC)-242.5 masl; Lowest River Bed Level-162 masl; Dam Height up to NOC Level-80.5 m; Crest Length-1 km; Crest Width-10 m; and Embankment Slopes- 1V:1.4H. However, the exact dam parameters will be confirmed on completion of the further studies referred to above.<br></p><p>The project serves a planned infrastructure asset of another sector, but there is less than 50% overlap in the geography serviced by the proposed project and the other sector planned asset.</p><p>This planned project is part of the entire Orange River System &#40;ORS&#41; and is supported from the existing regulation infrastructure/dams upstream in Lesotho and South Africa.</p>

Capex Cost
501.00USD million
Preparation Cost
55.11
Operation Cost
25.05
Countries
Namibia, South Africa, Namibia, South Africa, Namibia, South Africa
Beneficiary Countries
Namibia, South Africa
REC
SADC
Stakeholders
Southern African Development Community
Email
egetahun@outlook.com
Start Date
Date Created Raw
Updated Date
By Anonymous (not verified) , 24 February 2026
PIDA Code
I.03.39
Project Status
Active
Project Stage
Construction
Completion Percentage
0
Sector Name
ICT
Subsector Name
Internet Exchange Point
Reference Plan
PIDA PAP 1
On SDM
Off
Summary
The IXP project is to keep in local internet communication local. It aims at building the technical capacity of the beneficiary country in managing Internet Exchange Point and to provide, when necessary, equipment needed for the establishment of the Internet exchange point.
Description

<p>The AXIS Project aims to facilitate the development of an African internet infrastructure through policy and regulatory reform, capacity building and technical assistance. Development of an African internet infrastructure refers to the establishment of regional internet exchange points (IXPs) and internet carriers.</p>

<p>The AXIS Project is being implemented through two phases. Phase I consists of capacity building to support the establishment of national IXPs through providing a series of two workshops for stakeholders and the Internet Service Provider Association (ISPA) on  I) best practice and benefits of IXP and II) technical assistance through workshops which will cover the technical and administrative skills needed to set up, operate, and administer an IXP.</p>

<p>Phase II focuses on supporting establishment of Regional IXP and Regional Internet Carrier through provisioning Capacity building workshops on best practice and benefits of setting up RIXP/IC and providing technical assistance.</p>

<p>The AXIS Project is a flagship project of the African Regional Action Plan on Knowledge Economy (ARAPKE) endorsed by the African Union Executive Council.</p>

Capex Cost
0.00USD million
Preparation Cost
0.00
Operation Cost
0.00
Countries
Nigeria, Nigeria, Nigeria
Beneficiary Countries
Nigeria
REC
ECOWAS-CEDEAO
Stakeholders
Economic Community of West African States
African Union Commission
Email
ephrem.hailu@giz.de
Updated Date
Latitude
9.260000
Longitude
7.391600
By Anonymous (not verified) , 24 February 2026
PIDA Code
E.15.01
Project Status
Active
Project Stage
Feasibility
Completion Percentage
0
Sector Name
Energy
Subsector Name
Petroleum/Gas Pipeline
Reference Plan
PIDA PAP 1
On SDM
Off
Summary
Construction of Nigeria section of the 4,400 km Nigeria to Algeria Gas Pipeline.
Description

The project entails the construction of the Nigeria section of the Nigeria - Algeria gas pipeline from Calabar in Nigeria to the Niger border.

Capex Cost
10,000.00USD million
Preparation Cost
2.60
Project Risk

<ul><li> Environmental Risks: Not Reported Social Risks: To be re-assessed Socio-Enviro Classification: C - minimal social and environmental impacts Other External Risks: Not Reported</li></ul>

Countries
Algeria, Nigeria, Algeria, Niger, Nigeria, Algeria, Niger, Nigeria
Beneficiary Countries
Algeria, Niger, Nigeria
REC
ECOWAS-CEDEAO
Stakeholders
Economic Community of West African States
Nigerian National Petroleum Corporation
Email
ephremg@nepad.org
Updated Date