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CONDURIL's works in Cape Verde

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Contract for the construction of 10 dykes on Boavista Island

Assignment Contract for the construction of 10 dykes on Boavista Island
Localization Boavista Island - Cape Verde
Main characteristics Construction of large dykes, in mortared basalt masonry
- Flood control dykes
- Collection dykes
- Dykes and gabion walls
- Construction of reservoirs
- Construction of a water distribution network
Start/Finish 2011 / 2013
Participation 100%
Client Ministry of the Environment Directorate General of
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Contract for the construction of a Water Supply and Distribution System on Fogo

Assignment Contract for the construction of a Water Supply and Distribution System on Fogo
Localization Fogo Island - Cape Verde
Main characteristics Construction of a water supply and distribution network (HDPE and DCI)
Construction and rehabilitation of reservoirs
Supply and installation of pumping equipment.
Start/Finish 2011 / 2013
Participation 100%
Client Ministry of the Environment Directorate General of
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Construction of a Water Supply and Distribution System in São Salvador do Mundo

Assignment Construction of a Water Supply and Distribution System in São Salvador do Mundo
Localization Santiago Island - Cape Verde
Main characteristics Construction of a water supply and distribution network (HDPE and DCI)
Construction of reservoirs
Supply and installation of pumping equipment.
Start/Finish 2011 / 2013
Participation 100%
Client Ministry of the Environment Directorate General of
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Construction of Figueira Gorda Dam and water supply network - Santiago Island

Assignment Construction of Figueira Gorda Dam and water supply network - Santiago Island
Localization Santiago Island - Cape Verde
Main characteristics The development of the dam from the surface of the base is approximately 60.50 m in the area of implantation, at a height of 95.20 m. The crest will be 4.00 m wide, which is the standard minimum to allow people to circulate. The spillway, with a total length of 28.00 m, will consist of 4 openings with working width and height of 7.125 m and 350 m respectively. This is a large dam and will be built in masonry with a central concrete core. It will have a reservoir storage capacity at a maximum spillway threshold height, i.e. 91.00 m at FSC level of 1 500 000 m3, with a useful or available volume of 950 000 m3. The supply of water to the irrigated perimeters will be gravitational through a main pipe in cast iron and HDPE, with a diameter of 225 and 160 mm.
Start/Finish 2012 - 2014
Participation 100%
Client Ministry Rural Development Directorate General Pla
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