NEWS LETTER 2009

Project Accomplishments by AJCE Members

The Study on Water Supply and Sewerage System in
Karachi in the Islamic Republic of Pakistan
Principal
Firm(s)Nihon Suido Consultants. Co., Ltd. (NSC)

Project Site

Karachi, Pakistan

ClientJapan International Cooperation
Agency (JICA)

Finance

JICA

PeriodFebruary 2006 - July 2008

Type of
Project- Master Plan Study- Feasibility Study- Technical Transfer

being able to operate / manage the services on afull cost recovery basis by 2025.
◆ Priority projects were decided to make a
substantial improvement of the quality of watersupply and sewerage services in the threetowns located in the western part of Karachi,
namely, North Nazimabad, Gulberg and
Liaquatabad.
◆ Through the development of GIS for planning ofwater supply system and sewerage system in
Karachi, a technology transfer of facility
mapping and facility management of facilities
was also conducted for Pakistani counterparts
in KW&SB by the study team.
Table. Summary of Water Supply Project

Water Project
Target Area
Target year

Project Outline (Objectives)- to formulate a master plan for development of
the water supply and sewerage systems in
Karachi up to the target year of 2025
- to conduct a feasibility study on the priority
projects selected in the master plan; and- to pursue technical transfer to Pakistanicounterpart personnel in the course of thestudy.

Service Population in 2025

Sewerage Project
Target Area
Target year
Service Population in 2025

Karachi Cit y2025
32.506 (million)
145.3(km2)2025
8.849 (million)

Details◆ The long-term development plans of the bulk

water supply system, retail water supply system,
construction of new sewerage facilities andrehabilitation of existing sewerage facilities in
Karachi were formulated as master plan
projects.
◆ Recommendations on institutional reform werealso made for Karachi Water & Sewerage Board(KW&SB) with a view of achieving the two main
objectives of (a) improvement of inadequate
water supply and sewerage services, and (b)Service connection in Karachi city33NEWS LETTER 2009

Project Accomplishments by AJCE Members

Capacity Development Project for Non-Revenue Water
Reduction in Jordan
Principal
Firm(s)Nihon Suido Consultants. Co., Ltd. (NSC)

Project Site

Six(6) Middle and Southern Governorates
in Jordani; Middle(Balqa, Madaba,
Zarqa), Southern( Karak, Tafilah, Ma'an)
Japan International Cooperation
Agency (JICA)

ClientFinance

JICA

PeriodAugust 2005 - September 2008

Type of
Project-Technical Cooperation

Outcome◆ Setting of NRW Baselines and Reduction of NRW
Level at least by half for Targets in Pilot Area.
◆ Promotion of Public Awareness Campaign
including public hearing, workshop, and Essay
Contests.
◆ Preparation of Guidelines for NRW Management
and Training Materials to be used by JordanianEngineers

Project Outline (Objectives)- to acquire essential concept and technology
for NRW reduction for Water Authority of
Jordan(WAJ) engineers and technicians- to acquire the implementation capacity of
NRW countermeasures for WAJ- internal training courses on NRW reduction- to acquire the practical technology on NRW
reduction for WAJ engineers and technicians
through field work in pilot area
- to strengthen public awareness activities on
NRW counter measures

Training for Setting of Ultra-sonic Flow Meter

Details◆ JICA Expert Team transferred essential
technologies about NRW countermeasure, suchas underground leakage survey, leak repair,water meter installation, distribution network
management, approaches for apparent loss,
and public awareness activities through the
combination of lectures and OJT.
◆ JICA Expert Team conducted the technology
transfer on planning and implementation of
NRW countermeasures through the OJT in
selected pilot areas in six (6) governorates in the
middle and southern regions.

Training for the setting of individual household survey

Public Awareness Students workshop

34NEWS LETTER 2009

Project Accomplishments by AJCE Members

Manila LRT Line 1 Expansion Project Phase II
Principal
Firm(s)Oriental Consultants Co., Ltd.

◆ Assistance in bidding and ROW acquisition.
◆ Construction supervision.
◆ Defects liability support.

Project Site

Manila, Philippines

ClientDepartment of Transportation andCommunications (DOTC), Light RailTransit Authority (LRTA)

Finance

Japan International Cooperation
Agency (JICA)

PeriodFeb. 2002 - Sep. 2008

Type of
Project◆ B/D, D/D◆ Tender Assistance◆ C/S
Project Outline
The Project involves the Phase II capacity expansion for
the existing LRT Line 1. It is a 15.4 km elevated line with 18
stations running north to south along the Taft-Rizal corridor
from Baclaran in Pasay City to Monumento in Kalookan
City in Metro Manila. The depot is located at the south endof the line. This line was opened in December 1984 with thedesign capacity to carry 18,000 passengers per hour per
direction (pphpd) of travel. By 1994, the system wasrunning at maximum operational capacity and the needfor expansion was identified. Subsequently, theGovernment of the Philippines carried out a series ofimprovements to expand the passenger carrying capacityof Line 1. The Phase II expansion has increased thepassenger carrying capacity of line 1 to 40,000 pphpd.

Details
The Project consists of the following components :◆ Project management support for general managementand development of the project management plan,
implementation of a project control system, and public
relations.
◆ Engineering services for the detailed design of modificationof existing passenger stations, basic design of electric andmechanical works, and preparation of bid documents.

35

NEWS LETTER 2009

Project Accomplishments by AJCE Members

New Abay Bridge (HEDASE Bridge) - Project for
Rehabilitation of Trunk Road Phase III
Principal
Firm(s)Oriental Consultants Co., Ltd. JV with JEC

Project Site

Blue Nile River, Amhara and Ormia
Regions, Ethiopia

ClientGovernment of Ethiopia

Finance

Japan International Cooperation
Agency (JICA)- Japanese Grant Aid

PeriodMar. 2003 - Dec. 2008

Type of
Project◆ Basic Design, Detailed Design◆ Tendering Procedure◆ Construction Supervision

Project Outline
The road section between Goha Tsyion and Dejen
belongs to Northwest trunk road that connects thecapital of Addis Ababa with the northern agriculturalarea. This route is also used to carry oil production from
Sudan to the capital. However, due to the severe
topographical and natural environment and use byheavy vehicles, the route has deteriorated and theexisting Abay bridge, which was constructed 60 years
ago, is in extremely poor condition. Considering this situation,
the Ethiopian Government requested the Japanese
Government to rehabilitate this route and to construct a
new Abay bridge using Japanese Grant Aid Scheme.
Details
The Project consists of the following components :Improvement of 40 km of trunk road to a two-lane asphalt
paved structure, including drainage and retaining walls.
Construction of the new Abay (HEDASE) Bridge;◆ Bridge length & span arrangement : 303 m(70+145+70+18)◆ Bridge width : 9 m◆ Bridge type : Extra-dosed type36

NEWS LETTER 2009

Project Accomplishments by AJCE Members

Study on Climate Impact Adaptation and Mitigation in
Asian Coastal Mega Cities, - Case of Metro Manila Principal
Firm(s)CTI Engineering International Co., Ltd

Project Site

Metro Manila in THE PHILIPPINES

ClientJapan Bank for
Cooperation (JBIC)

Finance

JBIC

PeriodSeptember 2007 - August 2008

Type of
Project

Special Assistance for Development
Policy and Projects (SADEP)

precise assessment on effects and factor analysis.
The study was carried out through thecooperative effort and partnership of JBIC, WB
and ADB. The tasks assigned to JBIC are: (1) toundertake the quantification of climate change interms of incremental ratio of rainfall; and (2) toconduct a case study for Metro Manila, thePhilippines, one of the coastal mega cities in Asia.

International

Details
Three project areas of Pasig-Marikina River basin,West of Mangahan and KAMANAVA drainage
areas, in which the yen-loan projects had/have been
conducted, were selected as the target study areas.
Target year was set in 2050 as a halfway mark of
IPCC SRES, which projected global climate change
in 2100, and a realistic period in projection. It could
be assumed that 50 % of the changes of sea level
rise projected in 2100 will occur in 2050, while therelation between temperature rise and rainfall
increase could be set through downscaling
technique and regression analysis based on the
IPCC projected values. This part was assisted by IR3S,
University of Tokyo.
Based on the above relationship by the futurescenarios, the hydrological and hydraulic simulation
was made to clarify the hydrological effects ofglobal warming. The storm surge part was assisted
by Ibaraki University. Significant increase of flooding
areas and depths was computed in accordancewith progress of the global warming.

Project Outline
Assessment reports on climate change impacts
prepared by the Intergovernmental Panel on
Climate Change (IPCC) show that global warming
will likely progress further in this 21st century. Oursociety recognizes that climate change is themost critical issue in the centuries to come and wehave to tackle this issue through reduction ofgreenhouse gas emission and adoption of
appropriate measures on a global basis.
In particular, the most complex effects of global
warming may take place in the mega cities,
directly such as frequent occurrence of drought
and flooding, and indirectly such as relocation ofpeople and malfunctioning of infrastructures due
to frequent occurrence of natural disasters. In orderto adopt suitable and effective countermeasures,
precise assessment on the effects and factor
analysis are indispensable in the first instance.
Especially along the coastal areas in Asian countries,
increase of the number of large cities and expansionof the existing large urban areas could be expected
in line with their economic growth. Thus, it isimperative to clarify the possible effective measuresin each area and to propose the significant roles of
ODA to the international society through the

Recommendations
The study approach could be applied to the other
Asian coastal mega cities in broad terms. In details,
however, should be established the following
methodologies for future studies/researches; (1) toproject rainfall changes in short (hourly and daily)
and long (monthly and annual) durations in specificriver basins or regions, and (2) to analyze the futurechanges in water resources development potentials
as well as floods in the above river basins or regions.

37NEWS LETTER 2009

Project Accomplishments by AJCE Members

THE PROJECT FOR CONSTRUCTION OF RAILWAY FLYOVER IN ULAANBAATAR CITY IN MONGOLIA
Principal
Firm(s)CTI Engineering International Co., Ltd

Project Site

Ulaanbaatar City in MONGOLIA

ClientJapan International Cooperation Agency(JICA)

Finance

JICA

PeriodMarch 2008 - December 2008

Type of
Project

Basic Design Study

Details
The Project intends to construct a Railway Fly-overconnecting between northern and southern areas of
Ulaanbaatar City and aims to ensure the safe and smoothtraffic of roads between northern and southern areas of
Ulaanbaatar city, which are divided by the railway tracks.
The Project has the following components and the scale ofworks:(1) Construction of Bridge:- Bridge length: 262 m- Number of traffic lane of bridge: 4 lanes (2 lanes eachway)
- Total width of bridge: 16.5m (dual carriage way(3.25@2+0.75) @2=14.5m, median strip 1.0 m, parapet 0.5
m@2=1.0m)- Sidewalk of bridge: 1.5m at each side
- No. of abutments/piers: 2 abutment and 4 piers(2) Construction of Approach Roads
1) to Ikh Toyruu- Road length: L= 279 m- Number of traffic lane: 4 lanes (2 lanes each way)
- Width of road: 17.0 m- Sidewalk: 2.5m at each side2) to Engels Street- Road length: L= 354 m- Number of traffic lane: 4 lanes (2 lanes each way)
- Width of road: 20.0 m- Sidewalk: 6.0 m at each side
- U-turn road: L= 580 m3) to Narny Zam- Road ( for channelization) length: Eastern side L= 205 m,
Western side L= 181 m, totaling L= 386 m- Number of traffic lane: 1 lane for each direction- Intersection: two channelized intersections controlled bytraffic signal

Project Outline
The Project is planned to construct 895 m long new roadincluding 265 m long railway flyover connecting Ikh Toyruu /Narny Zam to Engels Street in the center of Ulaanbaatar.
Ulaanbaatar City (hereinafter called as UB) is a capital andalso hub of economic and political sector of Mongolia.
Population of UB reaches more than 994 thousand (38.3 %)in 2006, and UB-GRDP of 1,730.0 Billion Tg. accounts for 54.5
% of national GDP of 3,172.4 Billion Tg. in 2006. The railway,
one of the most important logistics means for economic
sector, is passing in the center of UB and it disrupts roadtraffic and land-use into two parts.
The government office, business and trade centers as well
as residential area are mainly concentrated in the northernpart, and more than 70% of citizens live in the northern part.
The southern part has been developed as a major industrial
area that produces important export and domestic
consumable goods such as cashmere, leather products,
garment, construction material, beverages products andetc.; it earns more than 60% of national GDP. UB
Government decided to develop as new residential area
whose scale is for 72,000 residents as well as new industrial
having modern equipment and technology in their new
development master plan by 2020.
Therefore, a new access route connecting to this area fromthe north are which is center of UB is required to contributetowards an improvement of the socio-economic sector.

A Bird’s-eye View of Railway Flyover

38NEWS LETTER 2009

Project Accomplishments by AJCE Members

Malaysia Sewage Treatment Plant Project - Pantai
Sewage Treatment Plant and Network
Principal
Firm(s)NJS Consultants Co., Ltd.
ERINCO Sdn. Bhd.

Project Site

Kuala Lumpur, Malaysia

ClientSewerage Services
Department, Ministry ofEnergy, Water andCommunications,
Government of Malaysia
Japan Bank for International
Cooperation (JBIC) and Government of
Malaysia
April 2001 - March 2008

Finance

PeriodType of
Project

Bird’s-eye View of Pantai Sewage Treatment Plant

mg/l and dewatered digested sludge withminimum 20% dry solids. The facility also treats
imported sludge from an additional 320,000 PE
generated in communal treatment plants andseptic tanks.
• Pantai Trunk Sewer connecting the centre of
Kuala Lumpur to Pantai constructed by TBM
with diameter 2.5 to 2.8 m and 5.4 km longdelivering sewage to the inlet Pump Station
sized for the ultimate flow from 1.8 million PE.
• New trunk sewers to serve rapidly developing
suburban areas with a total length of 13.3 km
and diameter 1.8 m.
• The new system has greatly reduced theoverflow of raw sewage to the river systems
during heavy rain and reduced the pollution
load discharged to the River Klang.
• The total construction cost of the Pantai project isof the order of Malaysian Ringgit (MR) 570 million.
• The Pantai Project represents one of 13 subprojects designed and constructed under the
Malaysia Sewage Treatment Plant Project. The
Project is designed to upgrade sewage andsludge treatment systems in critical urban areas
in Peninsular Malaysia and provides sewage
treatment for 1.7 million PE plus sludge
treatment facilities for 1.9 million PE over andabove the sludge generated in the sewage
treatment plants.
• The Project is funded under a JBIC Loan of Yen
48,489 million and the total Project cost is
estimated to be of the order of MR 2,000 million.

• Project Evaluation/Preliminary Design• Detailed Engineering Design• Tender Assistance• Construction Supervision• Operation and
Maintenance Training• Technology Transfer

Project Outline• To review the existing sewerage system andtreatment provided for the central area of Kuala
Lumpur and develop a design to upgrade andexpand the existing system to cater for increased
population and more stringent effluent standards.
• To develop design standards for mechanizedtreatment systems suitable for the local conditions.
• To conduct prequalification of contractors,
assist in tender evaluation and contract award• To supervise the construction of the new facilities
and provide training during commissioning andplant operation.
Details
The major outputs through the project are:
• Activated sludge treatment plant at Pantai
serving a population equivalent (PE) of 377,000
producing a final effluent BOD of below 20

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NEWS LETTER 2009

Project Accomplishments by AJCE Members

New Environmentally-friendly Subway Station
CFD analysis of predicted air flow of a subway station heat exhaust by Natural ventilation
Principal
Firm(s)Tokyu Architects Engineers Inc.
P.T. Morimura & Associates, Ltd.

Project Site

Tokyo, Japan

ClientJapan based railway companies

Finance

Japan based railway companies

Period

2006-2008

Type of
Project

Feasibility Study (CFD verification of
surplus heat exhaust by naturalventilation in station)

Details• The plans for the station include atriums from theground floor down to the Basement 3 platforms in 3
locations and the hot air from the Basement 3 shall be
exhausted by natural ventilation.
• Cold fresh air flowing into the underground space shallbe introduced into the tunnels.
• The planned atriums were modeled using CFD toprovide verification of the indoor environment within
the underground station, such as room temperatureand ventilation volume.

Project Outline• In a typical subway station enormous use of electric
power is necessary to discharge exhaust heat from airconditioning and trains by mechanical ventilation.
• Under the new construction plans for this subway
station, the basic concept was the introduction ofnatural ventilation to effectively discharge the heatgenerated in this underground space.
• As a new environmentally-friendly subway station, thismodel station building will realize energy savings.

Station CFD model (transverse cross-section)

Station CFD model(longitudinal cross-section)

40

NEWS LETTER 2009

Project Accomplishments by AJCE Members

Sondu/Miriu Hydropower Project, Kenya
Principal
Firm(s)Nippon Koei Co., Ltd.

Project Site

Nyanza Province, Kenya

ClientKenya Electricity Generating Company Ltd.

Finance

Kenya Electricity Generating Company
Ltd. /Japan Bank for International
Cooperation

Period1990 - 1991 and 1997 - 2008
Intake Weir and Intake

Type of
Project◆ Detailed Design and◆ Construction Supervision

Project Outline◆ A run-of-river type hydropower station was constructedon the Sondu River in the Lake Victoria basin, which wasformulated in the multipurpose development masterplan of the Sondu River by JICA in 1985.
◆ The power generated at the powe station istransmitted to the national grid via Kisumu
substation.
◆ The construction was commenced in March
1999 and completed in March 2008.
Steel Penstock Line and Power house

Details
The Project features are as follows:
Plant discharge
40 m3/sec
Gross head
197 m
Installed capacity 60 MW
Annual energy
331 GWh
Intake weir
70 mW, 65 mL, 18 mH
Headrace tunnel 4.2 mD, 6.3 kmL
Surge tank
14 mD, 36.8 mH
Steel penstock
3.6 mD, 1.2 kmL
Powerhouse
25 mW, 40 mL, 32 mH
Turbine/Generator 30 MW, 2 units
Outlet channel
9.6mW at top, 4.7 kmL
Transmission line
132 kV, 50 kmL(Note; W: wide, L: long, H: high, D: in diameter)

Water Point along Outlet Channel

41NEWS LETTER 2009

Project Accomplishments by AJCE Members

Toyoshima Bridge Project, Japan
Principal
Firm(s)CHODAI Co., Ltd.

Project Site

JAPAN

ClientHiroshima Prefecture,
Hiroshima Prefecture Road Corporation

Finance

Hiroshima Prefecture + Government of Japan

Period2002-2008

Type of
Project◆ Detailed Design◆ Horizontal plates (not edge fairings) are attachedto the sides of the suspended single box girder tostabilize the aerodynamic behavior of the girder.

◆ Construction Supervision

Location Map

Project Outline◆ Toyoshima bridge will form a part of the bridgefamily which links several islands and connects tothe main land in Hiroshima Prefecture, Japan.
◆ Toyoshima bridge consists of a single spansuspension bridge with the span of 540m, 3-spancontinuous steel plate girder bridge on the west,
and 4-span continuous steel box girder bridge on
the east.
Details
Basic data of the bridge:◆ Bridge Length:903.2m◆ Roadway Width:
8.5m◆ Tower Height:
108m◆ Design Vehicle Speed:
50km/hrSpecial features of the suspension bridge:◆ “In-tact rock anchorage” is adopted to minimize theimpact of the anchorage construction on the environment.
◆ Vibration (vortex shedding oscillation) of the toweris, without additional devices, controlled by thefriction of sliding bearings provided on the tower
cross beam to support the side span girder.
◆ 7mm diameter steel wire, instead of 5mm wire
normally used, is adopted to the main cable
constructed by means of aerial spinning tominimize the construction period and cost.

View from Toyoshima Island

View on the Bridge42

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NEWS LETTER 2009

Members of Publicity & Relations Committee and AJCE staffs are enjoying cherry-blossom
viewing party at nearby UENO Park. Cherry blossom lasts only for a few weeks, however, itflourish our spirit full of joy and happiness. Hope you can visit us in the cherry blossom season.
Illustration, Miho Yamato, Publicity & Relations Committee49NEWS LETTER 2009

Editor's note

AJCE issues three Japanese News Letters for the domestic readers and one English News Letterfor the overseas readers each year. English News Letter includes article by guest editor, AJCE
activities in 2008 such as annual seminar, Young Professionals Exchange Program (YPEP2008) andproject accomplishments by member firms. These articles are aimed especially at the overseas
MAs and CEs.
In the topic, Dispute Adjudication Board (DAB) is introduced. Writer, Dr. Toshihiko Omoto,professor of Kyoto University, is a sole FIDIC president adjudicator in Asia. Last year, a study topromote adjudicators in Asian region was implemented under JBIC project. Seminars were heldin Japan and overseas in collaboration with JBIC and FIDIC member associations, CECOPHIL(Philippines) and CEAI (India). Large number of participants underscored the keen interests in this
topic. Action plan for the promotion of DAB was introduced at ASPAC General Assembly
Meeting during 2008 FIDIC Quebec conference.
Also, AJCE president Mr. Hirotani, who is concurrently the chairman of ASPAC, presented
prefatory notes. Starting from the subprime loan issue that led to the global economy becoming
turbulent, each developed country created policies to lesson the downturn trend in theirrespective economies. FIDIC made the announcement that "We hope to demonstrate that
consulting engineers are indeed leaders and trusted advisors to society for the creation of safe
and sustainable build & natural environment”. Further, it can be said that the establishment of "A
Strong Industry Serving Society" is needed, the precise topic
featured at 2008 FIDIC Quebec conference.
I would like to thank not only the members of Publicity and
Relations Committee but also AJCE secretariat, Yoshi
Yamashita and Saki Tomita for their assistance in the course ofNews Letter preparation and publication. Especially we thankour readers for their continued interest in the News Letter.
Ichiro Seko, Chair, Publicity and Relations Committee

Chair
Ichiro Seko

AJCE NEWS LETTER April 2009
Publication: ASSOCIATION OF JAPANESE CONSULTING ENGINEERS (AJCE)
3-16-4, Ueno, Taito-ku, TOKYO 110-0005 JAPANTel : +81-3-3839-8471 Fax: +81-3-3839-8472
Email: info@ajce.or.jp Web:http://www.ajce.or.jp
Edit: AJCE Publicity & Relations Committee
Cover and Illustrations: Miho Yamato, Publicity & Relations Committee
Back cover: Masatoshi Tsutsui
Layout: Daioh Co.,Ltd.
1-7-5 Uchikanda Chiyoda-ku, TOKYO 101-0047 JAPANTel : +81-3-3292-1488·1487 Fax: +81-3-3292-1485
http://www.dai-oh.co.jp

50

Vice Chair
Noboru Sakuma

AJCE Members
46 firms, 164 members, 8 supporting members

List of Member Firms
A Akeno Corporation
Akiyama Consulting Engineering Office
C Chodai Co.,Ltd.
Chuo Kaihatsu Corporation
CTI Engineering Co.,Ltd.
CTI Engineering International Co.,Ltd.
Cooplus Co.,Ltd.
Creative Engineering Research Institute

O Otsuka Engineering Office
Oriental Consultants Co., Ltd.
OYO International Corporation
P Pacific Consultants Co., LTD.
Pegasus Engineering Corporation
Plant Sekkei Co.,Ltd.
P.T.Morimura & Associates, Ltd.

D Docon Co.,Ltd.

S Sakurai Giken
Shimizu Consulting Engineering Office

H Hayabusa Consulting Engineering OfficeHiguchi Consulting Engineering Office
Hirano Consulting Engineering Office
Hiroshi Tanaka Consulting Engineering Office

T The Japan Electrical Consulting Co.,Ltd.
Toko Engineering Consultants Ltd.
Tokyo Engineering Consultants Co.,Ltd.
Toshihiko Ohmoto Project Consultant

I IDEA Consultants Inc.
Ides Inc.
Ikeda Consulting Engineering Office
INA Corporation

Y Yachiyo Engineering Co.,Ltd.
Yuasa Consulting Engineering Office

J Japan Bridge & Structure Institute, Inc.
Japan Port Consultants, Ltd.
K Kiso-Jiban Consultants Co., Ltd.
Kokusai Kogyo Co.,Ltd.
Kurihara Environmental Engneering Office
Kurosawa R&D Engneering Office
N Nakabori Soil Corner Co.,Ltd.
Nakanishi Consulting Engineering Office
Nagatomo Machinery Consulting Engineering OfficeNihon Suido Consultants Co.,Ltd.
Ninomiya Professional Engineer Office
Nippon Civic Consulting Engineers Co.,Ltd.
Nippon Koei Co.,Ltd.
NJS Consultants Co.,Ltd.

Supporting Members
EBARA CORPORATIONISHIGAKI COMPANY, LTD.
KUBOTA CORPORATIONTHE SUMITOMO TRUST AND BANKING Co.,LTD.
Masaru Kaido
Naoki Iguchi
Yoshiko Koizumi
Yoichi Takemura

History of AJCE
1974 Establishment
Joined as FIDIC Member Association
1991 FIDIC annual conference in TOKYO
2004 Celebrated the 30th anniversary

Address: 3-16-4, Ueno, Taito-ku, TOKYO 110-0005 JAPANTel : +81-3-3839-8471 Fax: +81-3-3839-8472
Email: info@ajce.or.jp
Web:http://www.ajce.or.jp