StrategicProjects

Spanish version: http://www.conagua.gob.mx/CONAGUA07/Noticias/SeguimientoPNI.pdf

Home ExitPresentation Table of contents

may - 2015

http://www.conagua.gob.mx/CONAGUA07/Noticias/SeguimientoPNI.pdf







may - 2015

Mexico needs to ensure the supply of

water for this and future generations, in

such a way that the resource becomes a

fortress that is conducive to the economic,

social and sustainable development of the

country.

The biggest area of opportunity is the

optimization in the exercise of the financial

resources provided the hydraulic sector, both

public and private, in order to meet the

challenges of the 21st century for a growing

population.

The projects that are included here, have been considered as strategic for the

achievement of sustainable development, and almost all of them have been in the

National Infrastructure Program 2014-2018 (Official Government Gazette, April 29,

2014).

Presentation

Some of the projects are led by the CONAGUA.

The rest, are promoted by local governments, with the technical

and financial support from the Federal Government, so it is

included promoter contact for more information.







Table of

contents Valley of Mexico

Dams

Aqueducts

Cleaning-up

Desalination


may - 2015






Project Investment*(millions of pesos)

Status

New sources of water supply N.D. Under review

Third line of the Cutzamala System 4 830 Under construction

Atotonilco W.W.T.P. 9 564 Under construction

Eastern Drainage Tunnel 37 465 Under construction

West Drainage Tunnel II 2 228 Under construction

General Channel Tunnel 1 381 Under construction

“Río de la Compañía” Tunnel II N.D. Under review

view

view

view

view

view

view

view

Valley of Mexico

Valley of Mexico Dams Aqueducts Cleaning-up Desalination


*Total investment estimated at 2014 prices

Third Line of the Cutzamala System P.P. La Caldera (Río de la Compañía Tunnel)Eastern Drainage Tunnel

may - 2015


Status

El Zapotillo 16 162 Under construction

Purgatorio 6 788 Under construction

El Realito 3 527 Completed

La Laja 1 143 Under review

view

view

view

view

Dams



“El Realito” “El Purgatorio”“El Zapotillo”


may - 2015


Status

Monterrey VI 18 283 Tender completed

Chapultepec 2 164 Completed

V. Guerrero-Ciudad Victoria 1 222 Under review

Picachos-Mazatlán 442 Under review

Carrizal-La Paz 160 Under construction

Others…

Third line of the Cutzamala System

El Zapotillo-León, Gto.

El Realito-San Luis Potosí

view

view

view

view

view

view

view

Aqueducts



view

Aqueduct

“El Carrizal-La Paz”


may - 2015


Status

Atotonilco W.W.T.P. 9 5641 Under construction

W.W.T.P. in Mexico 3 977 Under construction

W.W.T.P. under review Under review

view

view

view

Cleaning-up



“Agua Prieta”

W.W.T.P.

“Atotonilco”

W.W.T.P.


may - 2015


Status

Ensenada desalination plant, B.C. 517 Under construction

La Paz desalination plant, B.C.S. 545 Under review

Desalination plants in Mexico 3 012** Under review

view

view

** Includes investment in Ensenada, B.C. and La Paz, B.C.S.

view

Desalination



“Puerto Chale” desalination plant, La Paz, B.C.S. “Los Cabos” desalination plant, La Paz, B.C.S.


may - 2015


may - 2015

Cancel

Presentation Table of contents

Confirm exit






Temascaltepec Tecolutla - NecaxaTula - MezquitalNew Sources

Please contact us for more information about this project: [email protected]

New sources of water supply


Director of the project: CONAGUA ( www.conagua.gob.mx )


may - 2015

mailto:[email protected]

http://www.cna.gob.mx/



Estado

de

México

D.F.

Cutzamala

System

Q = 6 m3/s L = 27 km





may - 2015



The main elements of the Mezquital System, which at the preliminary level are

conceived, are 5 to 7 fields of extraction, with 200 km of interconnections of wells.

Preliminary data: Length: 80 km

Pumping height: 575 m

Pumping plants: 3

Water treatment plant

Flow rate of extraction: 9 m3/s

Flow rate for the Valley of Mexico: 6,5 m3/s







may - 2015



The project includes supply approximately 12 m3/s to the Valley of Mexico's waterfrom the Necaxa Hydroelectric System (dams of Tenango, Nexapa, Necaxa, LaLaguna and Los Reyes).

This system is located in

the Sierra Norte, in

Puebla State.

Length: 131 km

Difference in elevation: 1467 m

Preliminary data from the aqueduct


Pumping plants: 8






may - 2015



Financial dataReason

The Cutzamala system has been working 33 years without interruption. For maintenance of two existing driving lines, water supply is reduced to the population. With a third line will be offered greater security in supply and will maintain the flow during maintenance work.

Third line of the Cutzamala System

Technical data





may - 2015



Construction of the third line

From Analco-San José tunnel to oscillation tower 5

Financial dataReason Technical data


Aqueduct: 72 Km Diameter: 2,50 m Tubing material: steel

Third line of the Cutzamala SystemDirector of the project: CONAGUA ( www.conagua.gob.mx )



may - 2015



Section Winning consortium

Analco-San José Tunnel – Pericos tankCNA-CGPEAS-FED-OP-101/2013-LPN

30 December 2013 - 30 November 2016

• Álvarez y Ferreira Procuradores Técnicos y Legales Asociados, S.A. de C.V.• Construcciones y Prefabricados Laguna, S.A. de C.V.

Pericos tank – PI 313 KM 42+379.53CNA-CGPEAS-FED-OP-102/2013-LPN30 December 2013 - 5 August 2016

• La Peninsular Constructora, S.A. de C.V. ; Alcance Total, S.A. de C.V.• Aqualia Infraestructuras de México, S.A. de C.V.• Ingeniería de Bombas y Controles, S.A. de C.V.

PI 313 KM 42+379.53 – Sta. Isabel tankCNA-CGPEAS-FED-OP-103/2013-LPN30 December 2013 - 4 August 2016

• Construcciones y Servicios del Noreste, S.A. de C.V.• Desarrollos Locsa, S.A. de C.V.

Sta. Isabel tank – Oscillation Tower 5CNA-CGPEAS-FED-OP-104/2013-LPN30 December 2013 - 4 August 2016

• Productos y Estructura de Concreto, S.A. de C.V.• Constructora Garza Ponce, S.A. de C.V.• Construcciones y Dragados del Sureste, S.A. de C.V.• Calzada Construcciones, S.A. de C.V.

1

2

3

4

Total investment estimated: (at 2014 prices)

$ 4 830 millions of pesos

(Federal tax resources)

Financial dataReason Technical data


Third line of the Cutzamala SystemDirector of the project: CONAGUA ( www.conagua.gob.mx )



may - 2015



Technical data Financial data Timeline Location mapReason

Benefits:

• To treat more than 60% of the wastewater produced in the Valley of Mexico.

• To irrigate with treated wastewater more than 80 thousand hectares in the TulaValley, thus enhancing the region’s agricultural potential.

• To restore the good conditions of the surface water bodies and streams that receivewastewater.

• To improve the sanitation conditions of over 300 000 people who live in irrigationzones.

The Valley of Mexico Basin has one of the country’s lowestwastewater treatment indices (6%), which produces pollution anda serious water imbalance in the basin.


Atotonilco Wastewater T. P.Director of the project: CONAGUA ( www.conagua.gob.mx )



may - 2015








may - 2015



Investment sources

The wastewater treatment plant will be built

under the DBOT scheme(design, build, operate and transfer)

with a concession for operation.

I.R.R.: 14,2 %


Total investment estimated(at 2014 prices)

$ 9 564 millions of pesos

51%49%

National Infrastructure Trust Fund

Private investment

Digesters





may - 2015



2009 2010 2011 2012 2013 2014

Tender process (May 12, 2009)

Creation of the trust fund

Final plan set

ConstructionChemical process sequence

Conventional process sequence

Stabilization testsChemical process sequence


Opening of the tender (DOF): May 12, 2009 Contract signed: January 7, 2010

Winning consortium: Promotora del Desarrollo de América Latina, S.A. de C.V.; Controladora de Operaciones de

Infraestructura, S.A de C.V.; Atlatec, S.A. de C.V.; Acciona Agua, S.A.; Desarrollo y Construcciones

Urbanas, S.A. de C.V.; Green Gas Pioneer Crossing, L.L.C.

Timeline






may - 2015



Hidalgo

State of México D.F.

The plant will be built in the municipality of Atotonilco de Tula in the state of Hidalgo

Eastern

Drainage

TunnelCentral

Drainage

Tunnel

Requena

Dam

Requena Channel

To

irrigate

To irrigate

W.W.T.P.

Atotonilco






may - 2015



By having sufficient capacity to drain wastewater and also rainwater, this willprovide water sustainability in the Valley of Mexico Metropolitan Zone byreducing the risk of flooding.

Hydrological and hydraulic studies determined the need toreinforce the Main Drainage System with works to drain up toanother 150 m³/s and others to increase the regulatory capacityduring the rainy season.

The Eastern Drainage Tunnel (Túnel Emisor Oriente)will strengthen the Main Drainage System of theValley of Mexico Metropolitan Zone for the benefitof its 20 million inhabitants.


Eastern Drainage Tunnel (TEO)





may - 2015



Capacity: 150 m3/s

Return period: 50 years

Features of the tunnel

Diameter: 7 m

Length: 62 km

Depth: 30 to 150 m

Slope: 0,0016

Ports: 24





Eastern Drainage Tunnel (TEO)Director of the project: CONAGUA ( www.conagua.gob.mx )

may - 2015



Eastern Drainage

Tunnel


80%

20%

1928 Trust Fund

Federal Resources

$ 37 465

Millions of pesosI.R.R.: 25,14 %

Investment sources






may - 2015



2009 2010 2011 2012 2013 2014 2015

1st section (L0-L3A y L5-L3A)

(completed: 13-june-2013)

2nd section ( L5-L10 )

3th section ( L13-L10 )



6th section ( PS-L20 )

Purchase of digging

equipment

Construction of ports

Definitive coating

Digging of the tunnel






may - 2015



The project begins at the intersection of theGrand Canal and the Los Remedios River, on theboundary between Mexico City (Federal District)and the State of Mexico, and ends in themunicipality of Atotonilco, in the State ofHidalgo, near the outlet of theCentral Drainage Tunnel.

Eastern Drainage Tunnel

Hidalgo

State of Mexico

D.F.

This tunnel will pass through several municipalities in the State of Mexico.






may - 2015



Conagua developed the project of West Drainage Tunnel II, to strengthen thecurrent Issuer of the West, and ensure the efficient eviction of the rainwaterand residual water from the Northwest area.

With the construction of the TEPII, you will be protecting thearea Northwest floods and disasters associated with events ofextraordinary rains (municipalities of Naucalpan, Tlalnepantla,Atizapán and Cuautitlan Izcalli in the State of Mexico).

The project takes advantage of the WestDrainage Open Channel, receiving the newTEPII water without pumping.

Technical dataReason

Investment sources :

1928 Trust Fund

$ 2 228

millions of

pesos

Location map

• First stage of construction of

the TEPII, and

• Project and rectification West

Drainage Open Channel.(CNA-CPEAS-FIDE-OP-41/2013-LPN)

Financial data

West Drainage Tunnel II (TEPII)





may - 2015



Capacity: 112 m3/s Length: 9,8 km Depth: 12 a 110 m

Cross-section of the five main sections

Technical dataReason Location mapFinancial data




West Drainage Tunnel II (TEPII)Director of the project: CONAGUA ( www.conagua.gob.mx )

may - 2015



Investment sources:

1928 Trust fund$ 2 228 millions of pesos

(at 2014 prices)

• Construction of West Drainage Tunnel II (first stage)

• Project and Rectification of West Drainage Open Channel

Winning consortium: Proacon México, S.A. de C.V.

Construcciones Aldesem, S.A. de C.V.

Regiomontana de Construcción y Servicios, S.A.P.I. de C.V.

Tender No. CNA-CPEAS-FIDE-OP-41/2013-LPN

Investment: $ 1 795,5 millions (excluding VAT)

period of execution: 20 December 2013 to 21 March 2017






may - 2015



West

Drainage

Tunnel II






may - 2015



Conagua will build tunnel to solve the problem of loss of drivingability by subsidence of the current General Channel, thusproviding greater security to the inhabitants of Valle de ChalcoSolidarity.

With the construction of the General Channel Tunnel protection against floods, will bestrengthened since it vacate sewage and rain waters in the area, working fully with the Ríode la Compañía tunnel and La Caldera pumping plant.


General Channel Tunnel





may - 2015



Diameter: 5,0 m

Length: 7,9 km

Features of the tunnel:

Ports: 4

Diameter: 12 m

Depth: 25 m





General Channel TunnelDirector of the project: CONAGUA ( www.conagua.gob.mx )

may - 2015



$ 1 381

millions of pesos(at 2014 prices)

Winning consortium: Ingenieros Civiles Asociados, S.A. de C.V.

Construcciones y Trituraciones. S.A. DE C.V .

Tender No. CNA-CGPEAS-FIDE-OP-122/2013-LPNPeriod of execution: 17 February 2014 to 20 February 2017

Investment sources:

1928 Trust fund






may - 2015



The tunnel starts at the intersection with the Chalco-Tláhuac road and ends at Port 3A of the Río de la Compañía tunnel.






may - 2015



Permanent monitoring of the Río de la Compañía channel, in thesection that still works as an open channel, suggests that they couldgenerate conditions of risk which forced the construction of tunneland vent closed for drought-like.

Under

review

Río de la Compañía Tunnel II





may - 2015



Please contact us for more information about this project : [email protected]

The National Water Commission and the Governments of the States of Guanajuato andJalisco are carrying out this project on the Verde River in order to utilize up to 8,6 m3/sfor drinking water supply to:

The population of León is suppliedmainly through groundwater sources.Aquifer overexploitation causes anestimated 3m annual decrease in watertable levels.

The El Zapotillo project will make it possible to transfer a volume of around 120 million m3

per year from the Verde River Basin to the Lerma River Basin, which is overexploited.

Population benefited:

1,1 million inhabitants in León, Guanajuato0,3 million inhabitants in Los Altos, Jalisco

Total 1,4 million inhabitants

plus the diversion to Guadalajara

• City of León, Guanajuato 3,8 m3/s

• Altos de Jalisco 1,8 m3/s

• Guadalajara, Jalisco 3,0 m3/s


El Zapotillo DamDirector of the project: CONAGUA ( www.conagua.gob.mx )



may - 2015



Height of dam: * m

Aqueduct: 140 km

Diameter: 2,54 m

Water treatment plant (3,8 m3/s) Two pumping plants Storage tank (100 000 m3) Distribution macro circuit (43 km)

in the city of León, Guanajuato

Basic data

Storage capacity: * Mm3

In addition:




* Dam height and storage capacity are subject to changes

arising from the ruling by the Second Chamber of the Supreme

Court of Justice of the Nation, in the 93/2012 constitutional

controversy, on August 7, 2013.




may - 2015



The aqueduct, water treatment plant, and macro circuit will be constructed according to a DBOT scheme (design,

build, operate, and transfer), with a 25-year concession for operation.

The dam will be built in accordance with the Mexican Public Works Law.

Windows of opportunity for the private sector:

I.R.R. 13,19%


State

resources

Dam

93,8%6,2%

Federal Expenditure

Budget (PEF)

58,7%

41,3%

Aqueduct, treatment plant and macro circuit

Private

investment National Infrastructure

Trust Fund

$ 16 162

Millions of pesos

Investment sources






may - 2015



2009 2010 2011 2012 2013 2014 2015 2016

Dam

Tender (Nov. 20, 2008)

Construction

Aqueduct

Tender (Dec. 7, 2010)


Construction

Timeline

Winning consortium (dam):La Peninsular Compañía Constructora, S.A. de C.V.; FCC Construcción, S.A.; Grupo Hermes, S.A de C.V.

Winning consortium (aqueduct):Abengoa México, S.A. de C.V.; Abeinsa Infraestructuras Medio Ambiente, S.A. Sociedad Unipersonal; Abeinsa,

Ingeniería y Construcción Industrial, S.A.






may - 2015



The dam site is 100 km from Guadalajara, on the Verde

River, in the State of Jalisco.






may - 2015



El Purgatorio Dam


Director of the Project: Comisión Estatal del Agua de Jalisco ( www.ceajalisco.gob.mx )

The National Water Commission and the Government of the State of Jalisco arepromoting the El Purgatorio Project on the Verde River to utilize: 5,6 m

3/s

The conurbated area of the city of Guadalajara ismainly supplied by surface water. 60% of the currentsupply comes from Lake Chapala.

The El Purgatorio Project, supported by the “El Zapotillo” Project, will make itpossible to preserve Lake Chapala and contribute towards the ecological recoveryof the Lerma-Chapala Basin.

Population benefited:4,4

million inhabitants

• Use of the El Salto dam (existing) 0,8 m3/s

• Diversion from the El Zapotillo dam 3,0 m3/s

• Capture from the catchment of El Purgatorio dam 1,8 m3/s




may - 2015



Height of the dam: 28 m

Aqueducts: 18,7 km

Basic data:

Storage capacity: 3,5 Mm3

In addition:


Pumping plant

Regime change tank (RCT): 240 000 m3

Ocotillo Treatment Plant: 2,0 m3/s

San Gaspar Treatment Plant: 3,6 m3/s

Southern and western distribution systems





El Purgatorio DamDirector of the Project: Comisión Estatal del Agua de Jalisco ( www.ceajalisco.gob.mx )

may - 2015




The aqueduct, water treatment plant, and distribution system will be constructed according to a DBOT scheme

(design, build, operate, and transfer), with a 20-year concession for operation.



I.R.R. 15,18%$ 6 788

Millions of pesos

Investment sources


Dam

37,5%

62,5%

Federal Expenditure

Budget (PEF)

State

resources 56,5%43,5%

Aqueduct, treatment plant and distribution

system

Private

Investment National

Infrastructure

Trust Fund





may - 2015



2 0 1 1 2 0 1 2 2 0 1 3 2 0 1 4 2 0 1 5

Studies

Tender process (only dam)

(July 17, 2012)*

Project and construction

•Dam

•Discharge aqueduct

•Gravity aqueduct

•Regime change tank

*Opening of the tender: July 17, 2012 (LO-914029999-N7-2012)

Opening of the tender: July 17, 2012 Decision: November 16, 2012

Winning company: Isolux México, S.A. de C.V.; Corsan-Corviam, Construcción, S.A.;

Ayesa Ingeniería y Arquitectura, S.A.U.; Ayesa México, S.A. de C.V.

Timeline






may - 2015



The dam site is located on the Santiago River in the municipality of Zapopan,

State of Jalisco

LEÓN

SAN JUAN DE LOS LAGOS

GUADALAJARA CONURBATED AREA

YAHUALICA

CAÑADAS DE OBREGÓN

LAKE CHAPALA

ZAPOTILLO DAM

EL PURGATORIO DAM

EL SALTO DAM






may - 2015




The National Water Commission and the governments of the States of San LuisPotosí and Guanajuato are developing this project to construct a dam thatregulates 2 m3/s and is utilized to supply drinking water to:

San Luis Potosí C.Z. 1 m3/s (1st stage)

Celaya, Guanajuato 1 m3/s (2nd stage)

This project will make it possible to revert dwindling aquifer levels and avoid thegradual increase in land subsidence that are affecting urban infrastructure andhousing.

Population benefited:800 000

inhabitants(1st stage) This project has been designed to supply drinking water

to the conurbated zone (C.Z.) of San Luis Potosí, as wellas to the city of Celaya in the State of Guanajuato.




El Realito DamDirector of the Project: Comisión Estatal del Agua de San Luis Potosí ( www.ceaslp.gob.mx )

may - 2015




Aqueduct: 133 km

Diameters: from 0.91 to 1.42 m

Regulation of 2 m3/s

Storage dam: 50 Mm3

Pumping height: 1 050 m

Utilization of 1 m3/s

1st stage, San Luis Potosí C.Z.






may - 2015



Windows of opportunity for the private sector :

El Realito Dam


I.R.R. 13,97%

$ 3 527

Millions of pesos

Investment sources


Dam

100%

Federal Expenditure

Budget (PEF)

58%

42%

Aqueduct and treatment plant

Private

investmentNational

Infrastructure Trust

Fund

The aqueduct and water treatment plant will be constructed according to a DBOT scheme (design, build, operate,

and transfer), with a 23-year concession for operation.


1st stageSan Luis Potosí C.Z.


Director of the Project: Comisión Estatal del Agua de San Luis Potosí ( www.ceaslp.gob.mx )



may - 2015



The dam was inaugurated on October 9, 2012

Winning consortium (dam): Constructora de Infraestructura Latinoamericana, S.A. de C.V.; Carso

Infraestructura y Construcción, S.A. de C.V.; Desarrollo y Construcciones Urbanas,

S.A. de C.V.; Pavimentaciones, Caminos y Compactaciones, S.A. de C.V.;

Construcciones Zugusa, S.A. de C.V; Tecnología y Sistemas, S.A.

Winning consortium (aqueduct): CONOISA (ICA); AQUALIA (FCC) ; SAT (Mitsui).

The aqueduct is was inaugurated on January 22, 2015






may - 2015



This dam is located on the Santa María River in the municipality of San Luis de la Paz, Guanajuato, very close to the state border between Guanajuato and

San Luis Potosí






may - 2015



La Laja DamDirector of the Project: Comisión de Agua Potable, Alcantarillado y Saneamiento del Estado de Guerrero ( www.capaseg.gob.mx )


The Ixtapa-Zihuatanejo Metropolitan Zone has been affectedbadly by the batches in the service de delivery de potablewater for domestic use, especially in the time de hottest andbusiest tourist.

This project will allow:• improve the service de drinking water to the population,• promote economic and social development,• promote the growth of tourism de region.


120 milinhabitants

Consumption in hotels, and the tourist areas, increase significantly inthe summer. This obliges the distribution de water in tank trucks.




may - 2015

http://www.sadm.gob.mx/



Length: 49,0 km

Diameters: 0,41 m a 0,76 m

Basic data:

Storage capacity: 56 Mm3

Aqueducts:

Design flow: 0,50 m3/s

“Las Ollas” Treatment Plant (0,50 m3/s)

In addition:


Diversion dam:






may - 2015




62,9%

37,1%

Aqueduct and treatment plant

Private

investmentNational

Infrastructure Trust

Fund

Windows of opportunity for the private sector :

$ 1 143

Millions of pesos

Investment sources


Dam

100%

Federal Expenditure

Budget (PEF)

The aqueduct, water treatment plant, and macro circuit will be constructed according to a DBOT scheme (design,

build, operate, and transfer), with a 23-year concession for operation.


I.R.R. 16,06%





may - 2015



The dam site is 3 km from Las Mesillas, on the Lajas

River, in the State of Guerrero.






may - 2015




The challenge is to give certainty to the current supply and future growth of the Monterrey Metropolitan Zone , and minimize the risk of water shortage over

the vulnerability of the current sources.

In recent years, Monterrey MetropolitanZone, have high rates of annual growth:

• 5,4% (2004 - 2006)• 8,0% (2007 - 2010)

The Monterrey Metropolitan Zone comprises 16 municipalities andhas a population of around 4,2 million inhabitants.

Now delivered a volume of 11,5 m³/s, an increase of 250 l/s annual.


4,2million inhabitants

Tender completed

Proyecto Monterrey VI


Director of the Project: Sistema de Agua y Drenaje de Monterrey ( www.sadm.gob.mx )



may - 2015



PP: Pumping plant

CR: Change of Regime

ST: Storage Tank

(75 000 m3)Nuevo

León

Tamaulipas

San Luis

Potosí

CR 6331+400

CR 5204+720

CR 4150+500

CR 3127+589

CR 134+660

Cerro Prieto Dam (existing)

PP 6293+500

PP 5196+980

PB 4147+747

PP 3117+724

PP 280+760

PP 10+000

CR 293+860

Tampaón riverVeracruz

Cd. Victoria

ST372+014

Cerro

Prieto

DAM(existing)

Aqueduct: 372 km

Diameter: 2,13 m

Design flow:

5 m3/s

Dynamic head: 600 m

Total power: 45 250 KW

Aqueduct Monterrey VI

Static head: 265 m

Pumping plants: 6



Proyecto Monterrey VIDirector of the Project: Sistema de Agua y Drenaje de Monterrey ( www.sadm.gob.mx )



may - 2015



Windows of opportunity for the private sector: The aqueduct, pumping plants and water treatment plant may be built

according to the DBOT scheme (design, build, operate, and transfer), with a

30-year concession for operation.


I.R.R.: 16,9%

80%20%


Private investment

$ 18 283

Millions of pesos

Investment sources






may - 2015



2011 2012 2013 2014 2015 2016 2017

Cost-benefit studies and

registration with the

Ministry of Finance

Possession of the land

Environmental impact

assessment

Tender Process


Construction

Timeline

Winning consortium: Constructora de Infraestructura Latinoamericana, S.A. de C.V.; Carso Infraestructura y Construcción,

S.A. de C.V.; Desarrollo y Construcciones Urbanas, S.A. de C.V.; Pavimentaciones, Caminos y

Compactaciones, S.A. de C.V.; Construcciones Zugusa, S.A. de C.V; Tecnología y Sistemas, S.A.

Tender completed






may - 2015



Nuevo

León

Tamaulipas

San Luis Potosí

Veracruz

Cerro Prieto-Monterrey

Existing Aqueduct

124 km

Cerro Prieto Dam

Monterrey VI

Aqueduct

Monterrey

Metropolitan Zone

Gulf Mexico






may - 2015



Population benefited:637 000 inhabitants

The tourist vocation of Guerrero is a great opportunity to designand carry out a program of economic development based on criteriaof sustainability.

The aqueduct Chapultepec-Acapulco will promotetourism and urban development in the coastal stripbetween Barra Vieja and Punta Diamante.

The project also will release the Papagayo I and IIsystem flows, which also benefited the areas ofRenacimiento and Zapata, improving the overallefficiency of the system.

Chapultepec-AcapulcoDirector of the Project: Comisión de Agua Potable, Alcantarillado y Saneamiento del Estado de Guerrero ( www.capaseg.gob.mx )





may - 2015



Design flow: 1,25 m3/s

Tank existing

Aqueduct existing

Treatment plant existing

“El Cayaco”

Change of

regime

Puerto Marques

Bay

Acapulco

Bay

Acapulco

Radial wells

Pumping: 0,8 km(D=0,76 – 1,02 m)

Gravity: 33,0 km(D=0,91 – 1,07 m)

Complementary works

• Replacement of the existing direct take of the

Papagayo River by radial wells for 2,5 m3/s.

• Replacement, rehabilitation and construction of lines

(0.46 to 1.07 m diameters).

• Rehabilitation of tanks and pumping plants.






may - 2015




The aqueduct construction carried out in accordance with the Mexican Public Works Law .

Aqueduct(completed)

Complementary works(under construction)


49% 51%Federal

Expenditure

Budget (PEF)

State

resources

49% 51%Federal

Expenditure

Budget (PEF)

State

resources

$ 2 164 Millions of pesos

Investment sources

Total investment estimated:





may - 2015



OCEAN

PACIFIC

ACAPULCO

BAY

TREATMENT

PLANT

PUERTO

MARQUÉS

BAY

VALLEY OF

LA SABANA

AMPHITHEATRE

|

AQUEDUCT

PAPAGAYO I

AQUEDUCT

PAPAGAYO II

LOMAS DE

CHAPULTEPEC






may - 2015



Population benefited:310 000

inhabitants

The project of the second stage of the aqueduct from the VicenteGuerrero dam to Ciudad Victoria will allow to ensure the supply forthe city in the long run, which has been affected by the poorreliability and capacity of its current sources.

La Peñita spring is the main source of current, and its flow can vary from 200 to 700 l/s during the year.

There are problems in the supply in times of drought, which is also the time of

greatest demand.


Vicente Guerrero-Cd. VictoriaDirector of the Project: Comisión Estatal del Agua de Tamaulipas ( www.ceat.tamaulipas.gob.mx )




may - 2015


http://www.ceat.tamaulipas.gob.mx/

Diameter: 0,91 m Pumping plant: 3



Design flow: 750 l/s

Aqueduct Vicente Guerrero- Ciudad Victoria

Length: 54,5 km Difference in elevation: 195 mExisting wells

Existing tanks




may - 2015






55%45%

Federal Expenditure Budget (PEF)

State Resources

$ 1 222

Millions of pesos

Investment sources:

Total investment estimated(at 2014 prices)





may - 2015



Aqueduct

Aqueduct

perimeter

Vicente

Guerrero

dam

Ciudad

Victoria






may - 2015



The city of Mazatlán is a major port and a tourist center, whichhas generated a sustained growth of economic activity. Itsgeographical location and its high temperatures hamper theavailability of drinking water.


Population Benefited

382 000 inhabitants(2012)

430 000 inhabitants(2030)

Problem: overexploitation of the aquifer and water extraction with increasing content of iron and manganese.

• water of better quality• decrease in the extraction of underground water• reduction in costs of energy• use of the current infrastructure

This project represents the best choice among thealternatives analyzed:

Picachos-Mazatlán (1st stage)Director of the Project: Junta Municipal de Agua Potable y Alcantarillado de Mazatlán ( www.jumapam.gob.mx )




may - 2015


http://www.jumapam.gob.mx/

Pumping plant: Q = 0,80 m3/sH = 70 mP = 300 HP

11,7 km (D=1,37 m)Aqueducts 9,0 km (D=0,76 m)

6,0 km (D=0,51 m)

Design flow:

0,75 m3/s (1st stage)






may - 2015




The aqueduct may be built according to the DBOT scheme (design, build,

operate, and transfer), with a 20-year concession for operation.

I.R.R. 39,17 %


61% 39%


Private investment

$ 442

Millions of pesos

Investment sourcesTotal investment estimated

(at 2014 prices)





may - 2015



In the first stage it is planned to take

water from the main channel right bank

to 5,8 km downstream the

"SIQUEROS" diversion dam, in the

vicinity of the village “El Tecomate de

Siqueros“.






may - 2015



In addition to the increase in the population, the severe drought that hit

the country in 2012 affected significantly the aquifer with declines in levels and

flows from extraction wells.


67 000inhabitants

The La Paz Metropolitan Zone has had a greater than30% population growth, based on the Census ofpopulation and housing of the INEGI 2000 and 2010.


El Carrizal-La PazDirector of the Project: Organismo Operador Municipal del Sistema de Agua Potable y Alcantarillado (www.lapaz.gob.mx/sapa )




may - 2015


http://www.lapaz.gob.mx/sapa

Aqueduct:L = 41,6 kmD = 0,61 m

Design

flow:

350 l/s

Well in catchment

San Pedro

Pipe installation

Catchment

San Pedro(Aquifer La Paz)

Catchment

El Carrizal(Aquifer El Carrizal)

Regulation

tank( 5000 m3 )

2n

dsta

ge

1st stage

1st stage

3rd

sta

ge

Pumping

plant

1st and 2nd stages:

completed






may - 2015



3rd stage (under construction): 1.Interconnection line and regulation tank of

5000 m3.

2.Automation, construction and equipment

of the stand of chlorination.

3.Mainline of 17 km the Carrizal-San Pedro.




76%24%

$ 160 Millions of pesos

Total investment estimated Investment sources

Federal Expenditure Budget (PEF)

State Resources





may - 2015








may - 2015



Benefits:

• To treat more than 60% of the wastewater produced in the Valley of Mexico.

• To irrigate with treated wastewater more than 80 thousand hectares in theTula Valley, thus enhancing the region’s agricultural potential.

• To restore the good conditions of the surface water bodies and streams thatreceive wastewater.

• To improve the sanitation conditions of over 300 000 people who live inirrigation zones.

The Valley of Mexico Basin has one of the country’s lowestwastewater treatment indices (6%), which produces pollution anda serious water imbalance in the basin.






may - 2015








may - 2015



The wastewater treatment plant will be built

under the DBOT scheme(design, build, operate and transfer)

with a concession for operation.


Investment sources

I.R.R.: 14,2 %

Total investment estimated (at 2014 prices)

$ 9 564 millions of pesos 51%49%


Private investment

Digesters





may - 2015



2009 2010 2011 2012 2013 2014

Tender process (May 12, 2009)


Final plan set

ConstructionChemical process sequence


Stabilization testsChemical process sequence


Opening of the tender (DOF): May 12, 2009 Contract signed: January 7, 2010

Winning consortium: Promotora del Desarrollo de América Latina, S.A. de C.V.; Controladora de Operaciones de

Infraestructura, S.A de C.V.; Atlatec, S.A. de C.V.; Acciona Agua, S.A.; Desarrollo y Construcciones

Urbanas, S.A. de C.V.; Green Gas Pioneer Crossing, L.L.C.

Timeline






may - 2015



Hidalgo

State of Mexico D.F.

The plant will be built in the municipality of Atotonilco de Tula in the state of Hidalgo

Eastern

Drainage

TunnelCentral

Drainage

Tunnel

Requena

Dam

Requena Channel

To

irrigate

To irrigate

W.W.T.P.

Atotonilco






may - 2015



W.W.T.P. in Mexico

Please contact us for more information about this project contact the appropriate State authorities.

LocalityNominal treatment

capacity (l/s)

Investment (millions of pesos)

Non-recoverable*

Private sector contribution

Total

Atotonilco (Valley of Mexico) 23 000 4 686,4 4 877,6 9 564,0

Puebla (extension (4)) 3 150 460,0 690,0 1 150,0

Hermosillo1 (Sonora) 2 500 240,1 635,9 876,0

San Luis Potosí “El Morro”3 (SLP) 750 144,7 250,3 395,0

Tuxtla Gutiérrez2 (Chiapas)** 720 149,0 419,5 568,5

La Paz (Baja California Sur) 700 117,0 273,0 390,0

Bahía de Banderas 5 (Nayarit)** 600 87,0 158,4 245,4

Pachuca2 (Hidalgo) 500 68,2 108,1 176,3

Cd. Juárez “Sur-Sur”4 (Chihuahua)** 500 56,8 119,4 176,2

1 Winning consortium: COBRA INSTALACIONES MÉXICO, S.A. DE C.V.; TEDAGUA MÉXICO, S.A. DE C.V.;

FYPASA CONSTRUCCIONES, S.A. DE C.V.; INMOBILIARIA CANORAS, S.A. DE C.V.2 Winning Company: Tecnología Intercontinental, S.A. DE C.V. (TICSA).3 Winning Company: MARHNOS.4 Winning Company: DEGREMONT, S.A. DE C.V.5 Winning Company: Fuerza de Apoyo Constructiva de Ote. S.A. de C.V.

*National Infrastructure Trust Fund

Projects under construction (FONADIN*-private):

NB:

Only the plants with the greatest

capacities have been included

Director of the project: The Government of the State concerned, and where applicable, the respective Municipal Government.

view

**Completed



may - 2015

NB: Only the plants with the greatest capacities have been included

Locality StateEstimated Investment

(millions of pesos)

Miramar Guerrero 170,0

Poza Rica (under construction) Veracruz 150,0

Tehuacán Puebla 140,0

San Cristóbal de las Casas Chiapas 135,0

Taxco (under construction) Guerrero 95,0

Tixtla Guerrero 51,9

Ometepec (under construction) Guerrero 50,0

Playa del Carmen (under construction) Quintana Roo 35,8

Tlacotalpan (under construction) Veracruz 25,0

Projects under review:


W.W.T.P. in Mexico Director of the project: The Government of the State concerned, and where applicable, the respective Municipal Government.



may - 2015

To guarantee drinking water supply for the population of the cityof Ensenada, the government of the State of Baja California isplanning a project involving a seawater desalination system fordrinking water supply to the city, with a nominal production of250 l/s.

The project includes: intake works, desalination plant, conveyance line, drinking water storage and works to dispose of rejected water.

Desalinization process:Reverse osmosis

Opening of the tender: February 22, 2011Winning Company: OHL Medio Ambiente Inima, S.A.U. (August 31, 2011)


Ensenada Desalination PlantDirector of the Project: Comisión Estatal del Agua de Baja California ( http://www.cea.gob.mx/ )




may - 2015


http://www.cea.gob.mx/

The planned plant will consist of the following structures:

Nominal

capacity

250 l/s

• Direct seawater intake: 700 l/s

• Seawater inflow: 700 l/s; D = 914 mmoUnderwater stretch: L = 1.23 kmoGround-based stretch: L = 2.89 km

•Desalination Plant (reverse osmosis):• Reject water line: 400 l/s; D = 610 mm

oGround-based outlet: L = 3.10 kmoUnderwater outlet: L = 1.97 km

• Pipeline: 300 l/s; D = 508 mmoPressure (including PP): L = 14.36 kmoGravity L = 3.56 km

• Complementary works and facilities.






may - 2015



Windows of opportunityfor the private sector:

This plant will be built according to a DBOT scheme (design, build, operate, and transfer),

with a 20-year concession for operation.

Opening of the tender: February 22, 2011Winning Company: OHL Medio Ambiente Inima, S.A.U. (August 31, 2011)

I.R.R. 17,55 %


69%31%

National Infrastructure Trust fund

Private investment


$ 517

millions of pesos

Investment sources





may - 2015








may - 2015



The growing demand for water of the city of La Paz, aswell as the tourist and residential development in theNorth-East of La Paz, may not be served by the volumesextracted from aquifers La Paz and El Carrizal.


First stage: 200 l/s

Expected an expansion in the future, up to 600 l/s, to strengthen

the supply of the city of La Paz and the tourist area of Pichilingue,

Punta Colorada, Balandra Bay and Tecolote Beach.


La Paz Desalination PlantDirector of the Project: Organismo Operador Municipal del Sistema de Agua Potable y Alcantarillado ( www.lapaz.gob.mx/sapa )



may - 2015



Desalination plant

“Azul del Cortez”

tank

Pumping

plant 1

Pumping

plant 2

Tourism

development

10 km

10 kmThe project includes:• direct seawater intake• desalination plant• aqueduct• potable water storage• work of reject water disposal

Nominal

capacity

200 l/s

Desalinization process:reverse osmosis






may - 2015




Windows of opportunityfor the private sector:

This plant will be built according to a

DBOT scheme (design, build,

operate, and transfer), with a 20-

year concession for operation.

National Infrastructure Trust fund

Private investment


$ 545

millions of pesos60%

40%

Investment sources





may - 2015



Punta banda

La Paz

Desalination

plant

La Paz Desalination Plant



Director of the Project: Organismo Operador Municipal del Sistema de Agua Potable y Alcantarillado ( www.lapaz.gob.mx/sapa )



may - 2015



Desalination of seawater is an alternative solution for certaincities based in coastal regions, with a high potential fordevelopment and low availability of water resources.

Among the most significant projects under review

LocalityQ Investment (millions of pesos)

( l/s )Non-

recoverable*Private sector contribution

total

1 Tijuana, B.C. (I y II) 1 000 440 660 1 100

2 Ensenada, B.C. 250 162 355 517

3 Ensenada, B.C. (La Misión) 250 120 180 300

4 La Paz, B.C.S. 200 218 327 545

5 Los Cabos, B.C.S. (Amp.) 200 120 180 300

6 San Carlos, (Son.) 100 100 150 250

*National Infrastructure Trust Fund

2

5

1

4

3

6

Desalination Plants in MexicoDirector of the Project: The Government of the State concerned, and where applicable, the respective Municipal Government


view

view



may - 2015

StrategicProjects

Documents

Transcript of StrategicProjects