FS Yooshin Consultant

www�yooshin�co�kr_401

베트남 빈띤교량 건설사업 타당성 조사

본타당성조사는베트남교통부에서2005년에수행한예비타당성조사를보완·재검토하여대외경제협력기금(EDCF) 지

원대상사업으로서의적합성여부를판단하기위한기술지원사업이다. 한국수출입은행에서발주된본사업은 ITS연구실의

주관하에도로부, 구조부, 환경부, 지반부, 수자원부등분야별전문가들이참여하여2008년4월29일부터7월29일까지동

과업을수행하 다.

과업기간 동안 현지업체의 협조를 받아 현장조사(측량 및 지반조사 등)를 수행하 으며, 베트남 관련기관(Ministry of

Transport (MOT), Vietnam Road Administration(VRA), Thang Long Project Management Unit(PMU) 등)들

과의업무협의를위하여4차례의베트남현지에출장을다녀오는형태로과업이진행되었다. 국문, 문, 그리고베트남어로

된보고서를작성하는등관련베트남정부기관들과의충실한업무협의와더불어최종성과품의질을높이기위한끊임없는

노력을기울여본과업을성공적으로마칠수있었다.

아래에서는과업의주요항목별분석결과에대한요약과함께본타당성조사의경험을바탕으로한제언을정리하 다.

1) 건설기술연구소 부사장·교통기술사([email protected]) 2) 건설기술연구소 과장([email protected]) 3) 건설기술연구소 대리([email protected]) 4) 건설기술연구소 사원([email protected])

베트남빈띤교량건설사업타당성조사Feasibility Study on the Vinh Thinh Bridge Construction Project

1. Introduction

2. Objectives

3. Work Scope

4. Results of the

Feasibility Study

5. Conclusion이 진 호2)배 성 일1) 최 창 규3) 박 준4)

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402_유신기술회보 제15호

1. Introduction

The project road is located in the north-

west region of Hanoi City, which is divid-

ed by Hong River. The insufficient bridge

infrastructure across the river hinders brisk

inter-regional activities in the region. And

traffic congestion in/around Hanoi City

reaches to serious situations as all vehicles

across the r iver shal l pass through the

roads in/around Hanoi City due to the

road network shape in which radial corri-

dors (National Highway No.2 and No. 32)

a re dominant . According to the Hanoi

Capital Regional Plan (No.490/QD-TTG)

approved by the minister of Ministry of

Transport on 5 May 2008, Ha Tay and Vinh

Phuc provinces were planned to be devel-

oped as centers for high-technological ,

industrial, tourism and residential activities.

However, wi th the current insufficient

bridges passing over Hong River, it is like-

ly to be hard to achieve such development

goals.

Thereon, the construction of the Vinh

Thinh Bridge as a section of Ring Road

No.V, which will be a circular road net-

work around Hanoi City, is set to be one

of the top priorities in the road network

construction plan of the Vietnamese gov-

ernment. Besides the Vinh Thinh Bridge

project is already included into the infra-

structure development plans such as the

Decision No.162/2002/QD/TTg 1) and the

Decision No.1290/QD-TTg 2) announced by

the Pr ime Min i s te r of Vi e t n a m o n 1 5

November 2003 and 26 September 2007,

respectively.

2. Objectives

Objectives of this project is to increase

the accessibility for residents; to reduce

vehicle travel times and vehicle operating

costs; and to alleviate traffic congestion

in/around the Hanoi City by linking Ha

Tay and Vinh Phuc provinces with the

Vinh Thinh Bridge.

It also focuses on reducing logistic costs,

encouraging lower poverty rat io in the

region, and improving living conditions by

activating exchanges in people and goods

between the two provinces. It will also

promote the growth of industrial complex-

es located in Vinh Phuc, Yen Bai and Puc

Yen.

3. Work Scope

The project area is located in around

유신기술회보 |해외정보및출장보고서

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40km northwest from the Hanoi City cen-

ter and the work scope of the Feasibility

Study (FS) Project is as follows:

Direct influenced area : within 10

km radius around the project section

Indirect influenced are a : northwest

region of Vietnam

The base year of the FS analyses is the

year 2008, and the target year is the year

2032 that will be after 20 years from the

opening year (2013) of the Vinh Thinh

Br idge (The cons t ruc t ion pe r iod i s

assumed as 3 years.).

The scope of work of the FS comprises

of two main parts. They are as follows:

to conduct a feasibi l i ty study for

about 9.05km connecting Ha Ta y

province and Vinh Phuc province

considering engineering, economic,

social, road safety and environmen-

t a l a spec t s b a s ed on the P re -

Feasibility Study conducted by MOT,

2005.

to supply necessary information for

the EDCF loan appraisal mission

after the FS by collecting and ana-

lyzing relevant data.

The FS was carried out for 3 months

from 30 April to 29 July 2008 in accor-

d a n c e w i t h EDCF Feas ib i l i ty Study

Guideline, Korea EXIMBank, 2007 .

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4. Results of the Feasibility Study

4.1 Selection of the Best Alignment

Three alternatives were suggested and

compared in considerations of i) to avoid

the ma jor h i s to r i ca l s i t e , Doung Lam

His tor i ca l Monument , i i ) to min imize

adverse impacts for residential areas and

cultural assets, iii) to be linked to the corri-

dor of Ring Road No. V , and iv) to con-

nect directly to Son Tay Bypass section.

Finally, Alternative 1 was selected as the

best alignment under the agreement of re l-

evant organizations in Vietnam.

Comparison of Alignment Alternatives

Category Alternative 1 Alternative 2 Alternative 3

Length

Road 4.45km 3.25km 3.37km

Bridge 4.60km 4.60km 4.04km

Total 9.05km 7.85km 7.41km

Construction Cost 81.4 million USD 80.1 million USD 72.7 million USD

Intersection 3 3 3

Advantage &

Disadvantage

Good vertical andhorizontal alignmentGood Connection withSon Tay Bypass sec-

tionGood living conditionby ending point avoid-ing residential areaHighest project cost

Fair vertical and hori-zontal alignmentGood Connection withSon Tay Bypass sec-

tionExcessive affection toresidential area locatedat the end of projectroadNormal project cost

Good vertical and hori-zontal alignmentNot Suitable for con-nection with Son TayBypass sectionAffection to DoungLam HistoricalMonumentLowest project cost

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4.2 Traffic Demand Forecast

Statistical data, road network data, and

origin-destination data of The Study on

the Nat iona l Transpor t Deve lopment

S t r a t egy in the Soc i a l i s t Repub l i c o f

Vietnam, JICA, 2000 w e re used as the

basic data for traffic demand forecast in

this project. Because no substantial data or

informat ion was ava i l ab l e in the Pre -

Feasibility Study about the traffic demand

forecast for the proposed construction pro-

ject.

The future traffic demand is forecasted

as 5,552 pcu/day in 2013 and as 33,716

pcu/day in 2032. Annual traffic growth rate

is expected at around 10%. The future traf-

fic volumes are summarized as the table

below.

<Forecast Future Traffic volume>

(Unit : pcu/day)

Year Car Bus Truck Motorcycle Sum

2013 1,381 1,717 1,351 1,103 5,552

2014 1,594 1,877 1,470 1,163 6,104

2015 1,833 2,053 1,600 1,226 6,712

2016 2,102 2,246 1,741 1,293 7,382

2017 2,402 2,456 1,895 1,363 8,116

2018 2,740 2,687 2,062 1,437 8,926

2019 3,117 2,939 2,244 1,515 9,814

2020 3,538 3,214 2,442 1,597 10,792

2021 4,009 3,515 2,658 1,684 11,866

2022 4,536 3,845 2,892 1,775 13,048

2023 5,188 4,176 3,126 1,859 14,348

2024 5,918 4,535 3,377 1,946 15,776

2025 6,735 4,926 3,650 2,037 17,348

2026 7,648 5,349 3,944 2,133 19,074

2027 8,669 5,810 4,262 2,233 20,974

2028 9,810 6,310 4,606 2,338 23,064

2029 11,082 6,853 4,977 2,447 25,360

2030 12,502 7,443 5,379 2,562 27,886

2031 14,083 8,084 5,813 2,683 30,662

2032 15,847 8,779 6,281 2,809 33,716

Growth rate 13.7% 9.0% 8.4% 5.0% 10.0%

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It is reques ted tha t the project ro a d

should be widened to a 4-lane road by

2028 when the traffic volume will be over

the highway capacity of a 2-lane road.

4.3 Preliminary Engineering Design

Design Standard

The design standards of the project road

are based on the Class III of the highway

classification shown in TCVN 4054 : 2005

Highway-Specifications for Design of the

Vietnamese government. The design speed

of the Class III road is 80km/h as shown in

the table below.

Specifications UnitHighway Classification

Class II Class III Class IV

Design Speed km/h 100 80 60

Number of Lane - 4 2 2

Lane Width m 3.75 3.5 3.5

Shoulder Width m 3.0 2.5 1.0

Paved Shoulder Width m 2.5 2.0 0.5

Median Width m 1.5 - -

Road Width m 22.5 12.0 9.0

Stop Sight distance m 150 100 75

Minimum Radius m 400 250 125

Minimum Radius(Recommendation) m 700 400 250

Minimum Radius(Omissible super-elevation) m 4,000 2,500 1,500

Max. Grade % 4 5 6

Minimum Length of vertical curve m 85 70 50

Crest CurveMin. Radius m 6,000 4,000 2,500

Min. Radius(Recommendation) m 10,000 5,000 4,000

Sag CurveMin. Radius m 3,000 2,000 1,000

Min. Radius(Recommendation) m 5,000 3,000 1,500

Maximum Super-elevation % 8 8 7

Standard Super-elevation % 2 2 2

Minimum Clearance m 4.75 4.75 4.75

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Typical Cross Section

The typical cross section of the 4-lane

Class III road on TCVN 4054 : 2005

Highway - Specifications for Design has

the width of 19.0m as shown in the picture

below.

Typical Cross Section of Earthwork(B=19m, 4-lanes)

However, the cross sections of the pro-

j ec t ro a d w e re f i n a l l y d e t e rm i n e d a s

shown in the picture below in considera-

tions of harmonization with the present &

planned road sections in Ha Tay province

(urban area) and Vinh Phuc province(rural

a rea) . At the meeting on 17 July 2008,

Vietnam Road Administration(VRA) and

PMU Thang Long requested that the cross

sections of the project road should have

the 21m width in Ha Tay sec t ion , the

16.5m width in the bridge section, and the

12m width in the Vinh Phuc section

Typical Cross Section of Earthwork (B=12m, 2-lanes)

Typical Cross Section of Earthwork (B=21m, 4-lanes)

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Bridge

The selected alignment runs over Hong

River at around 100m downstream from

the Vinh Thinh ferry station. It is planned

with considerations of :

i ) Minimization of the bridge length and

construction costs;

ii) Structura l safety and durabi l i ty &

Future traffic volumes; and

iv) Technical specifications requested by

the Vietnam regulations

- Width of the bridge = 16.5m

- Span of the main bridge = 120m con-

t inuous pre-stres sed concre t e box

girder us ing the ba lance f re e c a n-

tilever casting method

- Span of the supporting bridge

= 40m Super T girder

- Clearance for river(class I)

= 80m(W) 10m(H)

Cross Section of the Main Bridge(PSC Box Girder, B=16.5, 4-lanes)

Cross Section of the Supporting Bridge(Super T-Beam, B=16.5, 4-lanes)

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4.4 Cost Estimation

Originally, the project costs were esti-

mated for three (3) different construction

alternatives - Alternative 1, 2, and 3. Tw o

additional alternatives, Alternatives 2-1 and

3-1, were also analyzed as requested by

MOT5). Therefore, the project costs for 5

alternatives were calculated with consider-

ing economic efficiency, financial condi-

tions of government and requests of MOT.

Those are shown in the table below.

<Alternatives by Construction Method>

Note : ‘Alternative 1-1’was not considered due to its excessive construction cost and the requestof MOT, Vietnam.

Construction Method SectionPhased Construction(Phase 1 Phase 2)

ExcludingSon TayBypasssection

Alternative 1(Phased Construction)

- Ha Taysection- Bridge section - Vinh Phuc section

12.0m 21.0m12.0m 24.0m12.0m 21.0m

Alternative 2(4-lanes construction)


21.0m16.5m21.0m

Alternative 3(Phased Construction)


21.0m16.5m

12.0m 21.0m

IncludingSon TayBypasssection

Alternative 1-1*

Alternative 2-1(4-lanes construction)

- Son Tay Bypass section- Ha Taysection- Bridge section- Vinh Phuc section

21.0m21.0m16.5m21.0m

Alternative 3-1(Phased Construction)

- Son Tay Bypass section - Ha Taysection- Bridge section- Vinh Phuc section

21.0m21.0m16.5m

12.0m 21.0m

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As mentioned above, five alternatives is shown as the diagram below.

The project costs by alternative are summarized as the table below.

Typical Cross Section of Earthwork(2-lanes, 12m)

Typical Cross Section of Earthwork(4-lanes, 21m)

Cross Section of Main Bridge(4-lanes, 16.5m)

Cross Section of Supporting Bridge(4-lanes, 16.5m)

Diagram on Alternatives by Construction Method

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<Project Costs by Alternative excluding the ‘Son Tay Bypass’section>

(Unit : 1,000 USD)

Description

Excluding Son TayBypass Section

Alternative 1 Alternative 2 Alternative 3

Phase 1(2 lane)

Phase 2(Widening to

4lane)

4 lane construc-tion

Phase 1(2 lane)

Phase 2(Wideningto 4lane)

1. Civil Works 64,727,128 62,913,835 81,965,763 78,638,382 3,034,589

A. Earth Works 1,629,592 1,007,774 2,856,902 1,629,592 1,007,774

B. Pavement 1,481,304 916,069 2,596,933 1,481,304 916,069

C. Drainage 163,747 82,471 169,950 163,747 82,471

D. Miscellaneous 198,879 147,390 201,892 198,879 147,390

E. Soft Soil 1,374,360 880,885 2,349,584 1,374,360 880,885

F. Bridge 59,879,246 59,879,246 73,790,500 73,790,500 0

2. Consulting Services 5,808,560 5,706,285 7,106,360 7,031,600 270,078

3. Direct Cost(1+2) 70,535,688 68,620,120 89,072,123 85,669,982 3,304,667

4. Vale Added Tax (VAT : 10% of 3)

7,053,569 6,862,012 8,907,212 8,566,998 330,467

5. Contingencies 23,448,179 22,811,386 29,237,924 28,121,172 1,072,761

5-1. Physical Contingency(10%of3)

7,053,569 6,862,012 8,907,212 8,566,998 330,467

5-2. Price Contingency (20.42~21.13% of(3+5-1))

16,394,610 15,949,374 20,330,712 19,554,173 742,294

6. Project ManagementCost(1% of 3)

705,357 1,372,402 890,721 856,700 33,047

7. Land Acquisition & Compensation

2,326,880 2,039,217 3,630,956 2,863,853 767,103

8. Service charge(0.1% ofEDCF)

200,260 195,126 267,937 258,572 10,628

9. Total (3+4+5+6+7+8) 104,269,933 101,900,263 132,006,873 126,337,277 5,518,673

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(Unit : 1,000 USD)

<Project Costs by Alternative including the ‘Son Tay Bypass’section>

Note :1. ( ) means the construction costs of the ‘Son Tay Bypass’section.2. ‘Phase 2’of ‘Alternative 3-1’is widening the road in Vinh Phuc Province till the year 2027.

Description

Excluding Son TayBypass Section

Alternative 1 Alternative 2 Alternative 3

Phase 1(2 lane)

Phase 2(Widening to

4lane)

4 lane construc-tion

Phase 1(2 lane)

Phase 2(Wideningto 4lane)

1. Civil Works 64,727,128 62,913,835 81,965,763 78,638,382 3,034,589

A. Earth Works 1,629,592 1,007,774 2,856,902 1,629,592 1,007,774

B. Pavement 1,481,304 916,069 2,596,933 1,481,304 916,069

C. Drainage 163,747 82,471 169,950 163,747 82,471

D. Miscellaneous 198,879 147,390 201,892 198,879 147,390

E. Soft Soil 1,374,360 880,885 2,349,584 1,374,360 880,885

F. Bridge 59,879,246 59,879,246 73,790,500 73,790,500 0

2. Consulting Services 5,808,560 5,706,285 7,106,360 7,031,600 270,078

3. Direct Cost(1+2) 70,535,688 68,620,120 89,072,123 85,669,982 3,304,667

4. Vale Added Tax (VAT : 10% of 3)

7,053,569 6,862,012 8,907,212 8,566,998 330,467

5. Contingencies 23,448,179 22,811,386 29,237,924 28,121,172 1,072,761

5-1. Physical Contingency(10%of3)

7,053,569 6,862,012 8,907,212 8,566,998 330,467

5-2. Price Contingency (20.42~21.13% of(3+5-1))

16,394,610 15,949,374 20,330,712 19,554,173 742,294

6. Project ManagementCost(1% of 3)

705,357 1,372,402 890,721 856,700 33,047

7. Land Acquisition & Compensation

2,326,880 2,039,217 3,630,956 2,863,853 767,103

8. Service charge(0.1% ofEDCF)

200,260 195,126 267,937 258,572 10,628

9. Total (3+4+5+6+7+8) 104,269,933 101,900,263 132,006,873 126,337,277 5,518,673

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4.5 Economic Analysis

The economic analysis for the project

was conducted according to the EDCF

guidelines using internationally accepted

methods . The re su l t o f the economic

analysis shows that all the alternatives are

economical ly feas ible because the B/C

ratios for all the alternatives are over 1.0.

Alternat ive 3 has the highest EIRR,

17.65%, and is estimated as the best alter-

na t i v e a s f a r a s e conomic f e a s ib i l i t y .

However, it is evaluated that any alterna-

tive among Alternative 1, 2, 2-1 and 3-1

can be selected in view of the policies

because the EIRRs of the alternatives are

almost the same (within 1% point differ-

ence).

Alternative B/C NPV EIRR

ExcludingSon TayBypass

Section

Alternative 1(Phase construction) 1.70 58,341,540 16.37%

Alternative 2(4lane construction) 1.94 84,285,863 17.42%

Alternative 3(Phase construction) 1.99 85,799,725 17.65%

IncludingSon TayBypass

Section

Alternative 2-1(4lane construction) 1.80 77,343,011 16.75%

Alternative 3-1(Phase construction) 1.84 78,745,405 16.94%

Financial analysis was not conducted in the FS because the project road is not a toll road.

4.6 Environmental Analysis

Environmental impact analysis in the FS

on the Vinh Thinh Bridge construction

project was followed by EDCF Feasibility

Study Guidelines, Korea EximBank, 2007 .

According to the Guidelines, the project is

c l a s s i f i ed a s Ca t ego ry B There fore

Environmental Impact Assessment (EIA)

for the project is not necessary. According

to Vietnamese regulations, however, EIA

for the project should be conducted in the

stage of Feasibility Study .

In the situation, it was conclude during

the 2nd Field Survey and the MOT

Meeting on 4 June 2008 that the environ-

mental impact analysis for the FS on the

Vinh Thinh Bridge construction project do

follow the EDCF guidelines. At the same

meeting, it is also concluded that EIA fol-

lowed by Vietnam regulations will be con-

ducted by TEDI, a local engineering com-

pany, for acquir ing approval of the FS

from relevant central ministries.

It is analyzed that the project produces

no s e r i ou s f a c to r s t o c au se nega t i v e

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impacts on its surroundings or residential

area because the selected route alignment

passes mostly farm lands with a little resi-

dential areas. And appropriate mitigation

measures on expected negative impacts

was suggested for minimizing negat ive

impacts

4.7 Resettlement Plan

The resettlement plan in the FS on the

Vinh Thinh Bridge construction project

was conducted based on EDCF Feasibility

Study Guidelines, Korea EximBank, 2007 .

During the 2nd Field Survey and the

MOT Meeting on 4 June 2008 , the work

for establishing the resettlement plan fol-

l o w e d b y Vi e tnam re g u l a t i o n s w a s

assigned to TEDI in order to get approval

on the Vinh Thinh project from relevant

ministries.

Quantities of land acquisition and com-

pensat ion affected by the project were

roughly estimated using the updated topo-

graphic map(1:5,000) and unit values of

land acquisition and compensation costs.

In the case of Alternative 3 , total land

acquisition and compensation cost is esti-

mated as USD 2,862,853.

4.8 Financial Plan of the Vietnamese

Government

Taking into account financial resources

of the Vietnamese Government and uncer-

tainty of private invested projects, this pro-

ject was c lass if ied to be f inanced with

Korea EDCF loan.

4.9 Project Implementation Plan

Deta i l ed Des i gn and Land

Acquisition : 2009

Construction Period :

2010 ~ 2012 (3 years)

Item 2009 2010 2011 20123 6 9 12 3 6 9 12 3 6 9 12 3 6 9 12

Selection of Consultant

Detailed Design

Land Acquisition

Selection of Contractor

Construction

Construction Supervision

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5. Conclusion

본과업은ITS연구실의주관하에도로, 구조, 지

반, 수자원, 환경등관련부서의적극적인협조로

성공적으로수행되었다. 그럼에도불구하고, 과업

수행시 겪었던 어려운 점들이나 중요한 사항 등을

몇 가지 정리하여 향후 유사한 타당성조사시에 활

용하고자한다.

* 현지업체 선정 및 활용의 중요성

해외사업을진행함에있어서해당국가로부터수

집되는자료는절대적으로중요하며자료의일관성

(consistency)과정확성(accuracy)은과업의질

을 높이는데 결정적인 향을 미친다. 특히, 국내

가 아닌 해외사업의 특성상 해당 국가의 정부기관

및현지업체로부터수집되는자료들에대한의존도

가높으므로현지업체선정시업체의기술력, 신임

도, 경험등을종합적으로고려하여업체를선정후

그활용도를극대화하는것이요구된다.

본 과업의 경우는 베트남 현지사무소를 통하여

업체에대한정보를쉽게정보를얻을수있었으나

지사나 사무소가 없는 경우에는 현지에 기 진출해

있는 국토해양부 건교관, 토지공사나 도로공사의

현지사무소, 한국국제협력단, 한국수출입은행,

KOTRA 등해당사업지에기진출한기관들을통

하여현지업체에대한정보를구할수있다.

* EDCF사업의 요구에 부응하는 전문성 및 의사

소통기술 향상

본과업은베트남정부가한국정부에게신청한차

관사업에대하여한국정부를대신하여타당성조사

를 수행한 것으로 본 과업의 참여기술자들은 한국

을대표하는기술자로서의전문성과자부심을가지

고과업에임하여야하며해당국담당공무원들과의

원활한업무협의를위한회화능력이필수적인상황

이다. 따라서, 해당분야의기술적인측면에서의전

문성 뿐만 아니라 원활한 의사소통을 위한 회화능

력을 향상시키기 위해 지속적인 관심과 노력을 기

울여야할것이다.

* 과업기간이 단기간(3개월)이라는 점을 고려한

조사범위 및 조사일정계획의 수립

일반적인차관사업의경우, 차관신청국은예비타

당성조사보고서나타당성조사보고서를근거로차

관신청을하게된다. 따라서, 3개월이내에타당성

조사를마무리하기위해서는기존의자료를면 히

살펴본후본타당성조사에서수행되어야할조사

범위및조사일정계획을수립하여야한다. 보고서

의 질을 높이기 위하여 무리하게 조사범위를 설정

할경우전체적인일정에 향을줄수있기때문이

다. 즉기존보고서의조사범위, 조사방법, 그리고

분석방법 등에 면 한 검토를 통하여 적절하다고

판단되는 경우 기존 보고서의 자료를 최대한 활용

하여조사범위및조사소요시간을최소화하는것이

필요하다.


415-02-33베트남 빈띤.ps 2008.12.27 2:13 PM 페이지415



Reference

1. The Study on the National Transport

Development Strategy in the Socialist

Republic of Vietnam, JICA, 2000

2. The P l ann ing on Cons t ruc t ion o f

Hanoi Capital Region up to 2020 with

a Vision toward 2050, MOC, 2008

3. The Comprehensive Urban Develop-

ment Program in Hanoi Capital City of

the Socia l i s t Republ ic of Vie tnam,

JICA, 2007

4. Pre-Feasibility Study for Vinh Thinh

Br idge -Nat iona l H ighway No .2C

Project, MOT, 2005

5. NH2C Vinh Yen-Son Tay: Feasibility

Study Report, SMEC, 2006

6. NH2C Vinh Yen-Son Tay: Resettlement

Action Plan, SMEC, 2006

7. NH2C Vinh Yen-Son Tay : Environ-

mental Management Plan, SMEC, 2006

8. GMS Southern Coastal Corridor Project

Final Report, ADB, 2006

9. EDCF Feasibil i ty Study Guidelines,

Korea Eximbank, 2007

[주석]

1) The Vinh Th inh b r idge p ro j ec t i s

included in The Decis ion No.162/

2002/QD/TTg dated on 15 November

2003 issued by Prime Minister about

t h e a p p rova l o f P l an o f Road

Development of Vietnam to 2010 and

toward 2020.

2) The Vinh Thinh bridge project is one

of national items attracting FDI in the

periods 2006-2010 with The Decision

No 1290/QD-TTg dated on 26

Sep t embe r 2007 i s sued by P r ime

Minister about the approval of issuing

national items attracting FDI in the

periods 2006-2010.

416-02-33베트남 빈띤.ps 2008.12.27 2:13 PM 페이지416

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