ABBREVIATION WB World Bank ICAO International Civil Aviation
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MINISTRY OF TRANSPORT Department of Planning and Investment ABBREVIATION WB World Bank ICAO International Civil Aviation Organization GMS_CBTA Agreater MeKong Subregional Agreement on Facilitation ò cross-border transport of good and people HCMC Hochiminh City HNC Hanoi City ĐBSCL MeKong Delta BOT Build – Operation - Tranfer BTO Build – Tranfer - Operation BT Build – Tranfer PPP Public – Private Partnership TEU Twenty-foot equivalent units DWT Deadweight tonnage NH1A National highway No 1A NH51 National highway No 51 ITS Intelligent transport system VEC Vietnam Expressway Corporation TEDI Transport Engineering Desing Inc FS Feasibility Study Pre - FS Pre - Feasibility Study 1 MINISTRY OF TRANSPORT Department of Planning and Investment CHAPTER 1: GENERAL INTRODUCTION 1.1 OVERVIEW 1.1.1 Background The Vietnamese economy in 2010 showed remarkable resilience against a background of uncertainty in the global economy following the global financial crisis. GDP showed increasing growth rates in three successive quarters, 5.8% in quarter 1; 6.4% in quarter 2 and 7.2% in quarter 3. According to the World Bank (WB) in October 2010, Vietnam’s economy grew at an annual rate of 6.5% in 2010, which is high compared to WB’s predicted global growth rates of 3.5% in 2010 and 3.3% in 2011, and is comparable to the rate of 6.7% recorded for East-Asia – Pacific (excluding China). Also according to WB, direct overseas investment in 2010 increased, reaching US$7.6 billion compared with US$6.9 billion in 2009, as a result of continued improvement in the Vietnamese economic environment. However, inherent shortcomings in infrastructure, economic institutions and human resources remain as obstacles to future economic growth. These limitations are clearly identified by the Vietnamese Government which is making strong efforts to address these issues. Through Decision 678/QD-KHDT of 13 May 2010, the Ministry of Planning and Investment issued a list of projects for investment promotion. Accordingly, the Ministry of Transport is responsible for issuing details of the specified projects with the aim of attracting investment into the field of transportation for the period of 2011 – 2015. 1.1.2 Targets for socio-economic development In the period 2011 – 2015, the general target of socio-economic development of Vietnam Government is summarized as follows: “Rapid and sustainable economic development based on changing the structure of the economy, improving quality, effectiveness, competitiveness and integration into the global economy; Setting the foundations to enable the country to become an industrialized country by 2020; Quickly increase scientific and technological content in products; Improving and enhancing quality of education, training and development of human resources. Improving living standards, especially for the poor and ethnic minority groups, and in mountainous and remote areas; Strengthening measures to protect the environment and actively responding to the threat of climate change; Maintaining firm political stability, national defense, social order and safety”. On the basis of the general targets mentioned above, specific duties to be implemented include: - Stabilizing the macro economy, innovation in the model for growth, improving quality, effectiveness, and sustainable development. Continuing to refine the socialistoriented market mechanism. Creating an equal, transparent, stable and open trading environment. Removing obstacles to production. Encouraging development in each economic sector, and ensuring that the state plays its key role in managing the economy. - Improving educational and training quality, quality of human resources; paying special attention to development of high-quality human resource for key economic sectors; quickly increasing the percentage of skilled labour. 2 MINISTRY OF TRANSPORT Department of Planning and Investment - Speeding up technological development and transfer; encouraging development of firms operating in high-technology applications in the industrial, agricultural, service and administrative management sectors. Focus on technology transfer and its application through economic, investment and international trading activities. - Strongly developing infrastructure, especially selected large-scale infrastructure works, particularly for transport and urban infrastructure. - Broadening and enhancing the effectiveness of external and international integration. - Improving the quality of life and health of the people, ensuring social equality; prevention of social evils. Preserving and promoting diversity of culture and values of the community of all ethnic groups; developing sports to strengthen spiritual and physical health of the people, at the same time upgrading the position of Vietnam in the international and regional arena. - Properly and effectively using natural resources. Strengthening environmental protection and improvement activities. Actively preventing and limiting the impacts of damage to the environment, effectively responding to climate change. - Improving the efficiency and working capacity of the government. Speeding up administrative and judicial reform. Preventing corruption, red tape and wastefulness. 1.1.3 Attracting capital investment in traffic infrastructure The Government has endeavored to facilitate investment in transport infrastructure as the basis for industrialization, modernization and socio-economic development. However, there will continue to be a shortage of capital available to the Government throughout the next 5 years with regard to planned investment in the transport sector. The Government has expressed its wish to invite private sector capital investment, including foreign investment, in projects in Vietnam using forms such as Public – Private Partnership (PPP), Build – Operation – Transfer (BOT), and Build – Transfer (BT). Under the Ministry of Transport’s investment plan, capital requirement for projects in the period 2011 – 2015 is about 800 trillion dong, or around US$40 billion. This includes highway projects such as Quang Ngai – Quy Nhon expressway (35 trillion dong); Quy Nhon – Nha Trang expressway (30 trillion dong); Hanoi 4th Ring Road (65 trillion dong). In the aviation sector, projects include Chu Lai international airport (38 trillion dong); Long Thanh airport (103 trillion dong). In the rail sector, projects include Bien Hoa – Vung Tau railway (15 trillion dong); bauxite mining railway Dak Nong – Binh Thuan (14.5 trillion dong); Ho Chi Minh city – Can Tho railway (28.8 trillion dong). In the sea port sector, projects for construction of 2 wharves in Cai Mep – Thi Vai ports complex (Ba Ria – Vung Tau) have investment scale less than US$100 million, whilst investments in Da Nang international port and Van Phong International Transshipment Port have been prioritized for private investors in the form of PPP. This document aims to provide necessary information to potential investors in transport infrastructure in Vietnam in the period 2011 – 2015. Specific information on the projects will be provided by the Department of Planning and Investment, Ministry of Transport, at 80 Tran Hung Dao street, Hanoi... 3 MINISTRY OF TRANSPORT Department of Planning and Investment 1.2 LIST OF PROJECTS MENTIONED IN THE DOCUMENT No. A 1 Project Reference documents Carried out by Document supplied by Road Ha Noi – Lang Son Expressway 2 Hanoi – Ha Long Expressway 3 Ha Long – Mong Cai Expressway Draft final report, Feasibility Study Feasibility Study Report Early-term report, setting up project for works construction investment End-term report – setting up project for works construction investment Consortium of Oriental Consultants Co. Ltd., Mott MacDonald Singapore, and APECO. (June 2010) TEDI (2005) TEDI TEDI (2010) TEDI TEDI (2010) TEDI TEDI (03/2011) TEDI TEDI (03/2011) TEDI Eastern North - South Expressway 4 Ninh Binh – Thanh Hoa section 5 Thanh Hoa – Ha Tinh section End-term report – setting up project for works construction investment Mid-term report - setting up project for works construction investment Quang Tri – Hue – Da Nang (Cam Lo – Tuy Loan) section 6 Cam Lo – La Son section 7 La Son – Tuy Loan section 8 Quang Ngai – Quy Nhon section 9 Quy Nhon – Nha Trang section 10 Dau Giay – Phan Thiet section End-term report – setting up project for works construction investment End-term report – setting up project for works construction investment Project proposal Specific planning for Eastern North-South Expressway Draft final report for setting up project for works construction investment Construction SurveyDesign and Consultancy Company – Ministry of Defense (Truong Son Consultancy) Construction Consultancy JSC 533 (2009) Project Management Unit of Ho Chi Minh Road Construction Consultancy JSC 533 TEDI (2009) TEDI Consortium of ALMEC (Japan) and TEDI (2010) TEDI 4 MINISTRY OF TRANSPORT Department of Planning and Investment 11 Upgrading, improving national road 1 – La Son – Lang Co section and Phu Gia highway tunnel, Phuoc Tuong Report of project proposal TEDI (2010) TEDI 12 Dau Giay – Da Lat 13 Hanoi 4th Ring Road 14 Hanoi 5th Ring Road Report setting up the project for works construction investment Draft end-term report setting up the project for works construction investment Project proposal 15 HCMC 3rd Ring Road Specific planning TEDI SOUTH (April 2010) Report of project for investment in works construction TEDI SOUTH (July 2010) Collected by TEDI Airport Design and Construction Consultancy One member Co. Ltd ... Viet Nam Civil Aviation Administration of Vietnam Collected by TEDI Viet Nam Civil Aviation Administration of Vietnam th 16 HCMC 4 Ring Road B Aviation 17 Chu Lai airport Master plan 18 Long Thanh airport Master plan 19 Upgrading and improving Phu Bai airport C Railway Planning 20 Improving Hanoi – Noi Bai Railway 21 Hai Van railway tunnel Pre - Feasibility Study 22 Bien Hoa – Vung Tau railway Mid-term report setting up project for works construction investment 23 Southern West Lake – Pre - Feasibility Study Ngoc Khanh – Lang TEDI (2010) TEDI TEDI (2010) TEDI TEDI Airport Engineering Consultancy and Services JSC (AEC) (7/2009) TEDI Ministry of Transport of Vietnam Project Management Unit of Railway Transport Safety Brief report of project Consultants Investment & Construction Company (2004) TEDI South (2011) Consultants Investment Viet Nam Railway Administration Collected by TEDI Viet Nam Railway 5 MINISTRY OF TRANSPORT Department of Planning and Investment & Construction Company (December 2005). Hoa Lac railway D 24 25 Shipping line Van Phong international transshipment port Hai Phong Port (Lach Huyen Port) Administration Specific planning Portcoast Consultant (05/2006). Vietnam maritime Administration Specific planning TEDI TEDI 6 MINISTRY OF TRANSPORT Department of Planning and Investment CHAPTER 2: THE PLANNED VIETNAMESE TRANSPORT SYSTEM 2.1 EXPRESSWAY The Prime Minister issued Decision 1734/QD-TTg on December 1, 2008 approving a plan for the Vietnamese Transport System until 2020 with the vision beyond 2020. This plan establishes an expressway network with 22 sections having total length 5,873km, with details as follows: • North – South expressway Two routes with total length 3,262km + Eastern North – South expressway with length 1,941km + Western North – South expressway with length 1,321km • Northern expressways Seven routes around Hanoi capital region with total length 1,099km: + Lang Son – Bac Giang – Bac Ninh, 30km + Hanoi – Hai Phong, 105 km + Hanoi – Viet Tri – Lao Cai, 264km + Noi Bai – Ha Long – Mong Cai, 294km + Hanoi – Thai Nguyen – Cho Moi (Bac Kan), 90km + Lang – Hoa Lac – Hoa Binh, 56km + Ninh Binh – Hai Phong – Quang Ninh, 160km • Central region – Western Highlands expressway Three routes with total length of 264km: + Hong Linh (Ha Tinh) – Huong Son (Ha Tinh), 34km + Cam Lo (Quang Tri) – Lao Bao (Quang Tri), 70km + Quy Nhon (Binh Dinh) – Pleiku (Gia Lai), 160km • Southern expressways Seven routes with total length of 984km: + Bien Hoa (Dong Nai) – Vung Tau (Ba Ria – Vung Tau), 34km + Dau Giay (Dong Nai) – Da Lat (Lam Dong), 209km + Ho Chi Minh City – Thu Dau Mot (Binh Duong) – Chon Thanh (Binh Phuoc), 69km + Ho Chi Minh City – Moc Bai (Tay Ninh), 55km + Chau Doc (An Giang) – Can Tho – Soc Trang, 200km + Ha Tien – Rach Gia (Kien Giang) – Bac Lieu, 225km + Can Tho – Ca Mau, 150km in length 7 MINISTRY OF TRANSPORT Department of Planning and Investment • Ring Roads for Ha Noi and Ho Chi Minh City + Hanoi City: 3rd Ring expressway, 56 km; 4th Ring expressway, 125km + Ho Chi Minh City: 3rd Ring expressway, 83km On January 21, 2010, the Prime Minister issued Decision 140/QD-TTg approving the specific planning of Eastern North – South expressway, connecting Hanoi and Can Tho with length 1,811km, including 16 route sections having width 4 – 8 lanes, and total investment cost of over 300 trillion dong. The Decision comprehensively covers both completed and planned projects, and forms the basis for Ministries, departments and local governments to establish the required construction, land use, and other relevant planning. 8 MINISTRY OF TRANSPORT Department of Planning and Investment Figure 1: The Planned Expressway Network in Vietnam 9 MINISTRY OF TRANSPORT Department of Planning and Investment 2.2 RAILWAY The Prime Minister issued Decision 1686/QD-TTg on November 20, 2008 approving the development plan for the railway network in Vietnam until 2020, and a strategy for its development until 2050, and Decision 136/QD-TTg on September 10, 2009 approving a modified development plan for the railway network in Vietnam until 2020 and its strategy until 2030. The planned investment in railway infrastructure accordingly is as follows: • Construction completion of the following items by 2020: + Repairing, improving existing routes + Some North – South railways, Yen Vien – Pha Lai – Ha Long – Cai Lan railway, Bien Hoa – Vung Tau, Lao Cai – Hanoi – Hai Phong railway, Dong Dang – Hanoi railway, Dak Nong – Binh Thuan railway (for bauxite exploitation), Di An – Loc Ninh railway, Vung Ang – Mu Gia railway, restoring Thap Cham – Da Lat railway, study on construction of Dong Ha – Lao Bao railway, railways connected with seaport, industrial zones, economic zones, newlyformed mines: Hai Phong international port, Van Phong international transshipment port, Cai Mep – Thi Vai port, Thach Khe iron mine, Western Highlands bauxite mine etc…; key railway network: Hanoi (Eastern ring), Ho Chi Minh City (Western ring), Hai Phong, Da Nang, Dieu Tri; completing some main urban and inter-regional railways of Hanoi capital and Ho Chi Minh city. • Construction completion of the following items by 2030: + Western highland railway network including the main axes: Da Nang – Kon Tum – Dak Lak – Buon Ma Thuat – Chon Thanh – Ho Chi Minh city and other branch routes such as Buon Ma Thuat – Tuy Hoa, Dak Nong – Binh Thuan. + The remaining route on the North – South railway network + Urban railways in Ho Noi city and Ho Chi Minh City + Coastal Railway Nam Dinh – Thai Binh – Hai Phong – Quang Ninh, Ha Long – Mong Cai. + Routes such as Lang Son – Quang Ninh (Mui Chua), Nam Dinh – Thinh Long, My Ly – Tan Ky etc. • Hanoi – Ho Chi Minh City high-speed railway A consortium of Vietnamese and Japanese engineering consultants has completed prefeasibility study reports on construction of Hanoi – Ho Chi Minh city high-speed railway. In summary: - Starting point is Hanoi city and the ending/terminating point is Ho Chi Minh city with total length 1,555km - Main design criteria of the route: 1435mm gauge, double track railway, design speed 350km/h, design load: P16, ballastless, rail: 60kg/m, Power supply: AC 25kV 50Hz with automatic transformers, ATC signal system, digital control. - 25 railways stations including 3 at existing station locations, 12 stations near to existing stations and 10 stations located in newly planned areas. 10 MINISTRY OF TRANSPORT Department of Planning and Investment - Construction plan: until 2020, Hanoi – Vinh and Nha Trang – Ho Chi Minh city sections to be put into operation; Vinh – Da Nang section in 2030 and Da Nang – Nha Trang in 2035. 11 MINISTRY OF TRANSPORT Department of Planning and Investment Figure 2: The Planned Railway Network in Vietnam 12 MINISTRY OF TRANSPORT Department of Planning and Investment 2.3 SEA PORTS • The Central region: Improving and expanding ports: Cua Lo port to receive vessels to 10,000 DWT, capacity 4 – 6 million tons/ year; Nghi Son port to receive vessels to 10,000 DWT, capacity 5 – 6 million tons/ year for at general cargo wharf; vessels to 30,000 DWT, capacity 4 million tons per year at cement area; and vessels 80,000 – 100,000 DWT, capacity 12 million tons/ year at gasoline area; Vung Ang port to receive vessels to 30,000 DWT, capacity 5 – 5.5 million tons/ year; Chan May port to receive vessels to 30,000 – 50,000 DWT; Da Nang port group: Tien Sa port to receive vessels to 30,000 DWT, Lien Chieu port to receive vessels to 50,000 DWT, to increase the capacity of the port group to 10 – 12 million tons per year; Quy Nhon port to receive vessels to 30,000 DWT, capacity 8 – 9 million tons/ year; Ba Ngoi port to receive vessels to 30,000 DWT, capacity 2.5 million tons/ year; Nha Trang port to receive vessels to 20,000 DWT, capacity 1 million tons/ year; Dung Quat port to receive vessels to 30,000 DWT at general cargo wharf, 20,000 DWT for crude oil and 30,000 – 40,000 DWT for refined products, with total capacity of the port group of 27 – 28 million tons per year; Constructing Ky Ha port to serve Chu Lai open economic zone; Studying construction of Van Phong International Transshipment Port for container-ships of 4,000 – 6,000 TEU and oil tankers of 240,000 DWT. • The Southeastern region: Concentrating on construction of 3 sea port groups including: - Sea port group of Ho Chi Minh city includes Sai Gon port (Sai Gon river), Nha Be port (Nha Be river), Cat Lai port (Dong Nai rover), Hiep Phuoc port (Soai Rap river) serving direct import / export commodities of Ho Chi Minh City and southern key economic zones: capacity of port group: 35 million tons/ year, receiving ships of all goods such as bulk goods to 25,000 DWT, container vessels to 20,000 DWT, liquid goods to 30,000 DWT, passenger ships to 50,000 DWT. From 2010 – 2015, Sai Gon port’s function is changed into a port for tourism, entertainment. Investment is to be made at Cat Lai, Hiep Phuoc, and Nha Be ports to take over the function of the innercity ports, and at the same time to serve industrial and processing zones along Dong Nai, Nha Be, and Soai Rap rivers. - Dong Nai sea port group includes Dong Nai port (Dong Nai river), Phu Huu port (Long Tau – Nha Be rivers), Ong Keo port (Long Tau river), Go Dau A and B port, Phuoc An port (Thi Vai river) serving industrial zones in Dong Nai province. The capacity of the sea port group is 24 million tons/ year, receiving vessels of 30,00030,000 DWT. - Ba Ria – Vung Tau sea port group includes Go Dau C port, Phu My port, Cai Mep port (Thi Vai river), Vung Tau port (Ben Dinh – Sao Mai ), Dinh river port (Dinh river). The port group is clesignated as an international port group serving both industrial zones in the locality and supporting the sea port groups at Ho Chi Minh city and Dong Nai. The capacity of the sea port group is 41 million tons/ year, ports on Thi Vai river are capable of receiving cargo carriers, bulk carriers of 50,000 - 70,000 DWT, container ships of 50,000 – 80,000 DWT, liquid tankers of 80,000 – 100,000 DWT, and passenger ships of 100,000 GRT. • Mekong Delta region: 13 MINISTRY OF TRANSPORT Department of Planning and Investment Expanding, improving Can Tho port (including Hoang Dieu, Cai Cui and Tra Noc areas) to become the key port for the Mekong delta capable of receiving vessels 15,000 – 20,000 DWT, capacity of the port group is 7 million tons/ year; expanding, improving local seaports such as My Tho (Tien Giang) for vessels of 3,000 – 5,000 DWT; Vinh Thai (Vinh Long) for vessels of 3,000 DWT, My Thoi (An Giang) for vessels of 5,000DWT, Cao Lanh (Dong Thap) for vessels of 3,000 DWT, Nam Can – Ca Mau for vessels of 3,000 – 5,000 DWT, Hon Chong (Kien Giang) for vessels of 3,000 – 5,000DWT; newly-constructing Dai Ngai port (Soc Trang) for vessels of 10,000 DWT, Tra Cu (Tra Vinh) for vessels of 5,000DWT, Ham Luong (Ben Tre) for vessels of 5,000 DWT, Can Giuoc (Long An) for vessels of 20,000DWT, An Thoi (Phu Quoc) for vessels of 5,000 DWT. Studying construction of a deep-water sea port for the Mekong delta region. 14 MINISTRY OF TRANSPORT Department of Planning and Investment Figure 3: The Planned Network of Sea Ports in Vietnam 15 MINISTRY OF TRANSPORT Department of Planning and Investment 2.4 AIRPORTS • Until 2020: By 2020, it is planned to have 26 operational airports including 10 international airports at Noi Bai, Cat Bi, Phu Bai, Da Nang, Chu Lai, Cam Ranh, Tan Son Nhat, Long Thanh, Can Tho, Phu Quoc; and 16 domestic airports at Dien Bien Phu, Na San, Lao Cai, Quang Ninh, Gia Lam, Vinh, Dong Hoi, Phu Cat, Tuy Hoa, Pleiku, Buon Ma Thuat, Lien Khuong, Rach Gia, Ca Mau, Con Son, and Vung Tau. - Small-scale airports, specialized airports and helicopter landing areas: studying, planning to construct airport to serve helicopters, small-scale fixed wing aircraft in remote areas and provinces without airports such as Lai Chau, Cao Bang, Lang Son, Kon Tum, Dak Nong, Thanh Hoa, Ha Tinh, Quang Tri, Binh Thuan, An Giang in order to meet the development demands and development plans of areas and localities. During the period until 2020, priority is given to planning and construction of Lai Chau airport (Lai Chau province), Cao Bang (Cao Bang province), and Phan Thiet (Binh Thuan province). • Until 2030: - Continuing to develop existing airports including the 10 international airports of Noi Bai, Cat Bi, Phu Bai, Da Nang, Chu Lai, Cam Ranh, Tan Son Nhat, Long Thanh, Can Tho, Phu Quoc and 16 domestic airports of Dien Bien Phu, Na San, Lao Cai, Quang Ninh, Gia Lam, Vinh, Dong Hoi, Phu Cat, Tuy Hoa, Plei Ku, Buon Ma Thuat, Lien Khuong, Rach Gia, Ca Mau, Con Son, and Vung Tau. Studying the location, scale of the second international airport in Ha Noi Capital in case passenger demand exceeds 50 million passengers per year. If the demand requires, it is possible to develop some airports in Lai Chau, Cao Bang, and Phan Thiet into airports during this period. - During this period, continuing to study, plan, newly construct of small-scale airports to serve for helicopters, air-taxi, general aviation activities in provinces and cities without airports. - International airports: + Continuing the phased development of Long Thanh international airport as an alternative to Tan Son Nhat international airport to become the principal airport in the southern region, and the largest airport in the country. The airport reaches 4F level following ICAO standard with total capacity 80 – 100 million passengers per year. + To expand Noi Bai international airport to the south by constructing a third runway, parallel taxi ways and aprons, terminal T3 with capacity 20 – 25 million passengers per year; freight capacity of 0.5 – 1 million tons per year; aircraft maintenance center and related infrastructure. In the period after 2020, Noi Bai international airport is planned to reach 4F level following ICAO standard and level-1 military airport. Total capacity is 50 million passengers per year. + To invest and expand to serve passengers and freight in Cat Bi international airport to meet the capacity of 4 – 5 million passengers per year and 80 – 100,000 tons of freight per year; Improving guiding device to meet CAT-II standard of ICAO. + Investing, capacity expansion of Da Nang international airport to serve Da Nang city and the Central region in general. The capacity of Da Nang international airport reaches 10 – 15 million passengers per year and 250,000 – 300,000 tons of freight per year in the period of 2020 – 2030. 16 MINISTRY OF TRANSPORT Department of Planning and Investment + To expand passenger facilities in Phu Bai international airport to capacity of 4 – 5 million passengers per year and 200 – 300,000 tons of freight per year; Improving control system to meet CAT-II standard of ICAO. + Continuing to invest and develop Chu Lai international airport to become a cargo transport center for the region by construction of a second runway (4,000m x 60m), terminal with capacity of 5 million tons per year, passenger capacity of 4 million passengers per year. + To investin in expanding the passenger facilities at Cam Ranh international airport to capacity of 4 – 5 million passengers per year and 200 – 300,000 tons of commodities per year; Improving control system to meet CAT-II standard of ICAO. + Investing and expanding the passenger facilities at Can Tho international airport to capacity of 4 – 5 million passengers per year and 40 – 50,000 tons of commodities per year; Improving navigation equipment to meet CAT-II standard of ICAO. + Prioritizing to develop Phu Quoc International Airport as a tourism, transport and trading center, upgrading it to accommodate B747 or equivalent with capacity 6 million passengers per year and 3,000 tons of commodities per year. - Domestic airports: Continuing to invest, expand and enhance the capacity of domestic airports, in particular those near tourism, economic growth areas such as Quang Ninh, Cam Ranh, Lien Khuong, Phu Quoc, Con Son and Ca Mau... 17 MINISTRY OF TRANSPORT Department of Planning and Investment Figure 4: The Planned Airports in Vietnam 18 MINISTRY OF TRANSPORT Department of Planning and Investment 2.5 RECOMMENDED INVESTMENT MODES The Vietnamese Government issued Decree 108/2009/ND-CP on November 27, 2009 regulating the sectors, conditions, regulations and procedures for investment, investment incentives; and the rights and obligations of contracting parties for BOT, BTO, and BT forms of contract. In this decree, the Government aims at promoting private sector involvement in the construction, operation, and management of projects for new construction or upgrading of transport infrastructure such as highways, road bridges, road tunnels, ferries; railways, railway bridges, railway tunnels; airports, seaports, river ports; along with other investment in projects in other sectors such as fresh water supply; drainage; waste water, waste collection and treatment; power generation and transmission lines. The Vietnamese Government also issued Decision 71/2010/QD-TTg on November 9, 2010 on pilot regulations for investment in the form of Public – Private Partnerships (PPP) to establish cooperation modes between State and private entities, and to set up a clear and transparent legal framework to attract private sector investment in infrastructure. One of the key features of PPP is the provision by the State of financial support to projects with marginal financial viability in order to ensure their financial feasibility and to attract investors. 2.6 LIST OF RELEVANT LEGAL DOCUMENTS - Law on Construction 16/2003/QH11 of November 26, 2003; - Law on Land 13/2003/QH11 of December 10, 2003; - Law on Enterprise 60/2005/QH11of November 29, 2005; - Law on Investment 59/2005/QH11 of November 29, 2005 - Law 38/2009/QH 12 amending and supplementing some articles of laws related to law on capital construction of June 19, 2009; - Decree 108/2009/ND-CP of November 27, 2009 by the Government on investment by BOT, BTO, and BT forms; - Decree 12/2009/ND-CP of February 12, 2009 by the Government on managing construction and investment projects, amended and supplemented by the Decree 83/2009/ND-CP of October 15, 2009; - Decision 71/2010/QD-CP of November 9, 2010 by the Prime Minister issuing the pilot regulations of investment in the form of Public – Private Partnership. - Decision 412/QD-TTg of April 11, 2007 by the Prime Minister on approval of a portfolio of some important traffic infrastructure projects for the period until 2020. - Decision 1290/QD-TTg of September 26, 2007 by the Prime Minister issuing a national list of projects calling for international investment in the period 2006 – 2010. - Decision 1734/QD-TTg of December 1, 2008 by the Prime Minister on approval of the development plan for Vietnam expressways to 2020 and a strategy after 2020. - Decision 21/QD-TTg of January 8, 2009 by the Prime Minister on approval of a development plan for air transport until 2020. - Decision 35/2009/QD-TTg of March 3, 2009 by the Prime Minister on approval of a transport development strategy for Vietnam until 2020 and orientation until 2030. - Decision 1327/QD-TTg of August 24, 2009 by the Prime Minister on approval of road development plan for Vietnam until 2020 and orientation until 2030. 19 MINISTRY OF TRANSPORT Department of Planning and Investment - Decision 136/QD-TTg of September 10, 2009 by the Prime Minister on approval of adjustment of the development strategy for railway transport in Vietnam until 2020 and orientation until 2030. - Decision 1601/QD-TTg of October 15, 2009 by the Prime Minister of approval of a maritime transport development plan for Vietnam until 2020 and orientation until 2030. - Decision 2190/QD-TTg of December 24, 2009 by the Prime Minister on approval of a seaport network development plan for Vietnam until 2020 and orientation until 2030. - Decision 140/QD-TTg of January 21, 2010 by the Prime Minister on approval of detailed planning of the Eastern North – South expressway. 20 MINISTRY OF TRANSPORT Department of Planning and Investment CHAPTER 3: SPECIFIC PROJECT INFORMATION 21 MINISTRY OF TRANSPORT Department of Planning and Investment A. ROAD PROJECTS 22 MINISTRY OF TRANSPORT Department of Planning and Investment TECHNICAL STANDARDS FOR EXPRESSWAYS 1. TECHNICAL STANDARDS 1.1. Principal technical standards Technical standards for expressways in Vietnam are stipulated in Vietnam Standard TCVN 5729 – Expressways – Specifications for Design In accordance with the above standard, there are four grades of expressway: - Grade 60 has design speed of 60km/h - Grade 80 has design speed of 80km/h - Grade 100 has design speed of 100km/h - Grade 120 has design speed of 120km/h Type B expressways have grades 60, 80, 100 whilst type A expressways only have grades 80, 100, and 120. Grade 60, 80 are only applied in difficult terrain such as mountain, high hill, and other limited regions, grade 100 is only applied to hill and grade 120 to delta areas. Some main technical standards are summarized as follows: No. Design grade Technical standard 60 80 100 120 60 80 100 120 3.50 3.50 3.75 3.75 1 Design speed V (km/h) 2 Width of 1 lane (m) 3 Width of median strip (m) 4 Width of emergency stopping lane (m) 2.50 2.50 3.00 3.00 5 Min. curve radius (Rmin, m) 140 240 450 650 6 Max. vertical slope (imax, %) 7 6 5 4 7 Min. convex vertical curve radius (m) 1500 3000 6000 12000 8 Min. concave vertical curve radius (m) 1000 2000 3000 5000 0.50-3.00 0.50-3.00 0.50-3.00 1.00-3.00 Some other technical standards relevant to design are as follows: + Highway – Specifications for design TCVN 4054-05; + Urban road - Specifications for design TCXDVN 104: 2007; + Rural road – Design Standard 22 TCN 201-92; + Bridge design standard 22TCN 272-05; + Flexible pavement design procedure 22TCN 211-06; + Hard pavement design procedure 22TCN 223-95; + Procedure for surveying, designing embankments on soft ground 22 TCN 262-2000 And applicable codes, procedures published by the State and Ministry of Transport. 23 MINISTRY OF TRANSPORT Department of Planning and Investment Reference to procedures, codes, guidelines of other countries may also be permitted for design of expressways in Vietnam. 1.2. Some key points relating to technical standards 1.2.1. Cross-section - In accordance with the Vietnam Standard, lane width for expressways grade 60 is 3.50m, and for grades 80, 100 and 120 it is 3.75m. Lane width of 3.75m is also applied in some countries such as Russia, China, and Malaysia. This lane width should be applied for expressways grade 80, 100 and grade 120 consistently on the whole expressway network of Vietnam. - Median strip widths of 2.5m (3.0m) and 1.5m (0.75) are applied depending on speed grade and type of median strip (with and without cover), and with or without arranging support. In staged construction, this median strip includes reserve land for future expansion. In urban areas and areas with high land prices and limited funds for land acquisition, it is necessary to use the possible narrowest median width and to limit the design speed accordingly. - Emergency stopping lane: Width of emergency stopping lane is 3.0m for grade 100 and 120 which may be considered wide (width of emergency stopping lane in France is 2.0-3.25m; in Japan 1.75-2.5m; in Malaysia 2.50m; in Russia 1.5-3.75m; and in US 3.05m). It is necessary to consider reduction in width of the emergency stopping lane to reduce land area for cost – saving. Typical cross-section of highway with 6 lanes, grade 120 1.2.2. Interchanges - Capacity of expressways depends on arrangement of intersections. Arranging and planning of interchanges must be based on predicted traffic demand and may be phased, with some interchanges tobe when traffic demand increases. Vietnam generally applies toll fees for trunk roads, so it is generally necessary to select interchange types appropriate to a closed toll collection system. 24 MINISTRY OF TRANSPORT Department of Planning and Investment 2. SOME TECHNIQUES APPLIED TO EXPRESSWAY CONSTRUCTION It is encouraged to apply modern methods in the survey, design and construction of expressways. 2.1. Survey and design 2.1.1. Survey - Using total stations with automatic data logging, and processing of data to create a digital terrain model which will allow study and comparison of different alignment alternatives. - Preparation of 3-D digital map. - Using satellite imagery or aerial photographs to view natural conditions over the corridor and to select the optimal alternative. 2.1.2. Design a) Longitudinal section design Underpass crossing 10.00 Underpass crossing 15.00 Drainage cluverts In general, as in developed countries, longitudinal section is usually low to reduce construction volume and ensure harmony (a high embankment option tends to act as a dyke), saving operation cost of vehicles, etc. However, Vietnam is still a largely agricultural country having not yet completed industrialization – modernization, and it is necessary to arrange solutions to reestablish crossings (underpasses or overpasses) appropriate to the transport demand. 5.00 0.00 10.00 Over walling pass 15.00 Drainage cluverts Longitudinal section of high embankment 5.00 0.00 Longitudinal section of low embankment 25 MINISTRY OF TRANSPORT Department of Planning and Investment Typical cross-section of underpass crossing Some bridge forms that may be applied to overpass crossings b) Soft soil treatment Many expressways in Vietnam cross areas of soft soils. It is necessary to treat soft soil foundations in order to ensure the stability of the embankment. Widely used soft soil treatment methods in Vietnam are: vertical wick drain (PVDs), sand drains, compacted sand piles, sand piles, soil cement columns, load reduction platform, overpass etc. Soil foundation treatment by soil cement pile 26 MINISTRY OF TRANSPORT Department of Planning and Investment Soil foundation treatment by vertical wick drain Soil foundation treatment by load reduction platform c) Alternatives in hilly terrain For highways in hilly or mountainous terrain, it is necessary to apply appropriate solutions of viaduct, tunnel, and to provide measures to ensure slope stability and durability of deep cuttings and high embankment... Currently, there are many active and passive methods used for slope stabilization, such as: soil nails, rock bolts and anchors, geotextile and vegetation / grassing, etc. 27 MINISTRY OF TRANSPORT Department of Planning and Investment d) Bridge, tunnel works Bridge works requires selection of optimal span arrangement and type to meet constraints of geometry, topography, geology, hydrology, etc at the location. In urban areas appropriate aesthetic form is required. Preferred structure types are those permitting centralized production and which are familiar to domestic contractors; for example simple span structures using Super T girder, I girder with pre-stressed. For longer spans it is encouraged to adopt modern and advanced technologies for economy, and to shorten construction schedule for key works. Structure alternatives familiar to domestic contractors include PC box girder constructed by balanced cantilever method. 32000 32000/2=16000 500 3000 32000/2=16000 3@3750=11250 3@3750=11250 750 1000 750 tim tuyÕn 2.0% 1450 2@1875=3750 2.0% 500 3000 bª t«ng asphalt t= 70mm líp phßng n−íc t= 4mm 4@2400=9600 2@1875=3750 1450 Typical cross-section of simple span bridge 28 MINISTRY OF TRANSPORT Department of Planning and Investment 16000 500 3000 3000 3@3750=11250 750 500 16000 750 500 3@3750=11250 2% 3000 500 2% 6100 H 6100 4375 4250 4250 4375 1251 4375 4250 4250 4375 4000 tim tuyÕn hoµn thiÖn c®1 c®2 Drive piling foundation c®3 cäc khoan nhåi d=1.5m 1875 3@4500=13500 17250 1875 1875 3@4500=13500 1875 17250 Typical cross-section of PC box girder bridge for long spans Typical cross-section of overpass at intersection, hollow slab girder, continuous span When considering tunnel works on the route, it is required to note characteristics of excavation method, geologic condition, measures to deal with underground water, crosssection, impact on ambient environment, etc. Removal of emergency stopping lane in tunnels may be permitted to reduce construction cost. 29 MINISTRY OF TRANSPORT R8 9 00 300 400 Department of Planning and Investment 750 750 8679 0 20 9379 R8 1000 10750 3@3750=11250 1250 750 1000 750 3 LµN CAO TèC 2.0% 1721 00 15 R1 50 0 R 1578 13643 1578 16800 Crosssection of tunnel works through mountain for highway with 6 lanes, grade 100-120 without emergency stop lane e) Traffic safety and traffic management facilities Traffic signs and road markings must comply with regulations in the Greaer Mekong Subregional Agreement on Facilitation of cross-border transport of goods and people, and Asian Highway Design Standards. Signs must be highly reflective, easily visible in the dark and low visibility conditions. Standard traffic safety and ITS equipment are used for management and operation of the expressways. Some of the following technologies may be applied for traffic management: - Traffic counting using automatic sensors; - Static weighbridges or weigh-in-motion; - Environmental monitoring stations for exhaust gas, noise, visibility etc. (in tunnels); - Automatic traffic or speed monitoring cameras; - Variable messaging systems for indicating speed limits according to criteria: traffic jam, accident, rain, low visibility, etc. and automatic detection systems; 30 MINISTRY OF TRANSPORT Department of Planning and Investment Intelligent transport system To manage the expressway network in Vietnam, it is anticipated to arrange one Operations Center in each of the Northern, Southern and Central regions. These regional operation centers would coordinate with operators of each expressway section to ensure overall management monitoring and management. Highway operations center 2.2. Construction 31 MINISTRY OF TRANSPORT Department of Planning and Investment For construction planning, it is suggested to note: - Planning and division of the works based on the following principles: + Accessibility based on the existing road / transport network, suitable transport distance + Consideration of the strengths, capacity and experience of domestic contractor - Paying attention to key works tasks, especially bridges with special structures, interchanges, and technical issues affecting construction schedule - especially soft soil treatment. - Applying typical structures (culverts, solid slab bridges with span less than 20 m), manufacture in pre-casting yards (semi-finished products), transport, installation at site to ensure quality, schedule and aesthetic appearance of the works. For simple span structures with longer length (3040m), using typical structure types, and encouraging the use of pre-cast elements. - Works such as communication system, toll station, management and administration building, lighting system, traffic safety facilities may be prepared as a single works package for an entire expressway section. 32 MINISTRY OF TRANSPORT Department of Planning and Investment A.1. HANOI – LANG SON EXPRESSWAY PROJECT Information about the project is summarized based on the Pre-feasibility Study (Pre-FS) Report for Hanoi – Lang Son Highway Project by TEDI in 2005 and the Feasibility Study (FS) draft final report by Oriental Consultants Co., Ltd in June 2010. A.1.1. Name of the Project Hanoi – Lang Son Expressway Construction Investment Project A.1.2. Background and necessity of the project National Highway 1A is the arterial north-south route in Vietnam. Lang Son – Hanoi section has already been improved and upgraded to meet standard level III with 2 lanes for Lang Son – Bac Ninh section, and Bac Ninh – Hanoi Section has 6 lanes with free flow interchanges. However, Lang Son – Bac Ninh Section is not expected to meet future traffic demand and does not yet offer a high-speed route with the level of safety provided by an expressway. National Highway 1A, Lang Son to Hanoi Section is part of the trans-Asia road network approved by the Government of Vietnam. On the Chinese side, Nam Huu Highway (Nam Ninh – Huu Nghi Quan) has been operational as 4-lane expressway since December 2005. Except for the section from Tan Dinh (Bac Giang) to Hanoi which has been planned as a 6lane road, land clearance and social impact present obstacles to upgrading of the existing National Highway 1A from Lang Son to Bac Giang to expressway standard. Hence it is considered necessary to construct on a new alignment separate from the existing National Highway 1A. A.1.3. Project objectives, scope and location A.1.3.1. Project Objectives Forming an expressway connecting the Vietnam – China Border to Hanoi City for regional and international socio-economic development A.1.3.2. Project Location - Start point: Huu Nghi Border Gate in Lang Son province at the Vietnam – China border, km1+800 NH1A - End point: South of Nhu Nguyet Bridge (km 132+850 NH1A) in Bac Ninh Province The project lies in Lang Son, Bac Giang and Bac Ninh provinces. The alignment is shown in the following figure. 33 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Hanoi – Lang Son Expressway 34 MINISTRY OF TRANSPORT Department of Planning and Investment A.1.3.3. Traffic Forecast The forecast traffic volume by vehicle type for 2016, 2026 and 2036 between each pair of interchanges is shown in the following table. Traffic Forecast for Hanoi – Lang Son Expressway Năm 2016 Motor cycle Auto vehicles Small bus Big bus Small truck Two axle truck Three axle truck Truck with more than 4 axles Năm 2026 Motor cycle Auto vehicles Small bus Big bus Small truck Two axle truck Three axle truck Truck with more than 4 axles Năm 2036 Motor cycle Auto vehicles Small bus Big bus Small truck Two axle truck Three axle truck Truck with more than 4 axles IC00IC01 0 1.440 316 243 0 256 IC01IC02 0 3.776 1.264 812 196 1.276 IC02IC03 0 5.158 1.362 762 196 1.358 IC03IC04 0 2.764 876 712 206 1.920 IC04IC05 0 2.764 876 712 206 1.920 IC05IC06 0 2.764 876 712 206 1.920 IC06IC07 0 2.534 1.040 738 308 2.260 IC07IC08 0 2.534 1.040 738 308 2.260 IC08IC09 0 2.534 1.072 724 124 2.438 IC09IC10 0 2.778 1.040 752 124 2.112 IC10IC11 0 8.108 1.206 1.494 770 5.109 IC11IC12 0 8.404 1.206 1.713 1.078 6.223 155 341 203 570 570 570 562 562 457 430 710 862 210 818 788 1.092 1.092 1.092 1.143 1.143 1.263 1.195 2.404 2.635 IC00IC01 0 2.618 562 442 0 510 IC01IC02 0 6.870 2.276 1.417 368 2.540 IC02IC03 0 8.866 2.434 1.343 258 1.805 IC03IC04 0 5.014 1.482 1.247 364 3.780 IC04IC05 0 5.014 1.482 1.247 364 3.780 IC05IC06 0 5.014 1.482 1.247 364 3.780 IC06IC07 0 4.598 1.744 1.283 548 4.477 IC07IC08 0 4.598 1.744 1.283 222 4.159 IC08IC09 0 4.598 1.742 1.263 222 5.131 IC09IC10 0 5.036 1.739 1.285 222 4.157 IC10IC11 0 13.130 1.830 1.842 1.364 8.577 IC11IC12 0 13.166 1.830 1.973 1.675 9.593 311 693 294 917 1.132 1.132 1.118 914 914 854 956 1.050 420 1.624 1.106 2.093 2.164 2.164 2.266 2.266 2.604 2.382 3.251 2.992 IC00IC01 0 4.318 1.055 744 28 1.050 IC01IC02 0 9.794 3.262 1.981 562 3.914 IC02IC03 0 11.590 3.231 1.861 224 2.493 IC03IC04 0 7.178 2.020 1.741 385 4.928 IC04IC05 0 7.178 2.114 1.751 552 5.878 IC05IC06 0 7.178 2.114 1.751 552 5.878 IC06IC07 0 6.580 2.480 1.797 828 6.961 IC07IC08 0 6.580 2.466 1.794 334 6.463 IC08IC09 0 6.580 2.472 1.771 334 7.802 IC09IC10 0 7.224 2.473 1.781 334 6.893 IC10IC11 0 17.570 2.301 2.211 2.066 12.326 IC11IC12 0 16.496 2.209 2.278 2.196 12.725 542 1.071 411 1.160 1.358 1.756 1.737 1.420 1.420 1.308 1.273 1.326 810 2.522 1.603 2.688 2.835 3.402 3.564 3.564 4.073 3.711 4.687 4.133 A.1.3.4 Scope and technical standards • Road type: Expressway type A • Design speed: 80-120 km/h • Cross section: - Section from km1+800 to km110+00 NH1A: 4-lane highway, width of road base B = 22.0-24.5m - Tan Dinh Section (km 110+800 NH1A) –south of Nhu Nguyet Bridge (km132+850): This section follows the alignment of the new NH1A (already constructed), which was 35 MINISTRY OF TRANSPORT Department of Planning and Investment planned for expansion to 6 lanes. Cross section of this section is 6-lane highway, grade 120, with width of pavement of 33m. In the first stage, construct the outer 4 lanes and reserve land in the median for 2 lanes in the final stage. A.1.4. Related Projects In addition to the expressway and railway works already constructed from Nam Ninh to Huu Nghi Border gate on the Chinese side, related projects include: - Planned development of Huu Nghi Border Gate area; - Urban, residential projects; industrial parks, economic zones, etc in Lang Son and Bac Giang; - Planning, construction of cities, towns along the route; - Hanoi – Lang Son Railway Project: Starting study of railway near highway A.1.5. Content of the Project A.2.5.1. Road New expressway construction from km1+800 to km 110+800 NH1A, length of about 109km with 4 lanes, grade 80 - 120 km/h; width of pavement Bn = 22.0-24.5 m. Section from Tan Dinh (km 110+800 NH1A) to the south of Nhu Nguyet Bridge (km132+850) along existing NH1A, total length of about 22km expanded to form highway with 6 lanes, grade 120; width of pavement Bn = 33.0 m; In the first stage, constructing 4 lanes at two sides and reserving 2 lanes in the median for the final stage. Total length of highway is about 131km. A.2.5.2. Interchanges There are a total of 11 interchanges planned on the route. No. Interchange Summary of Interchanges Location Interchange type Crossing road 1 Interchange km3+500 Km3+500 Trumpet NH1B 2 Interchange km8+800 Km8+800 Trumpet Connection to NH1A 3 Interchange km18+100 Km18+100 Double Trumpet NH4B 4 Interchange km27+100 Km27+100 Half clover NH1A 5 Interchange km45+200 Km45+200 Half clover NH1A 6 Interchange km56+100 Km56+100 Double Trumpet NH279 7 Interchange km66+200 Km66+200 Double Trumpet Hoa Lac Road 8 Interchange km82+500 Km82+500 Double Trumpet Access to Met Town 9 Interchange km96+300 Km96+300 Half clover NH379 10 Interchange km112+300 Km112+300 Double Trumpet NH31 11 Interchange km127+600 Km127+600 Trumpet NH1 A.2.5.3. Structures 36 MINISTRY OF TRANSPORT Department of Planning and Investment - 39 throughway bridges with total length 5,065 m; - 28 overpasses with total length 2,376 m - 1 tunnel length 750 m for 4 lanes (no emergency stopping lane) - 34 underpasses for local roads / pedestrian movement A.2.5.4 Operation a. Tolling Closed tolling system. - 2 throughway toll gates at km 30 + 000 and km 130 + 400 - 14 toll gates at interchanges b. Intelligent Transport System (ITS) Intelligent Transport System (ITS) shall be applied in the Hanoi – Lang Son Highway c. Administration Center and service areas - one highway administration center; one service station each side A.1.6 Technical details - Road base shall be excavated deeply, embanked slope to prevent scour - Pavement will be class A1, asphalt concrete with roughness layer, elastic modulus Eyc > = 205 MPa - Bridge works in the route use PC I girders; length L=24-33 m. Xuong Giang Bridge km 116+476 has span arrangement 45+55+90+55+45 and Nhu Nguyet Bridge km 130+840 has span arrangement 4x33+65+100+65+2x33 by PC box girder constructed by balanced cantilever method. - Tunnel cross section is oval – oviform shape, constructed by drill and blast method with NATM (New Austrian Tunneling method) - Intelligent transport system shall be applied in Hanoi – Lang Son Highway A.4.7 Total Investment Estimated total investment for the Project is about US$ 1.14 billion. Item Cost ($US million) 1. Construction and equipment 806.7 2. Land acquisition and compensation 152.8 3. Provisional expenses 80.7 4. Others 99.8 Total Investment 1,140.0 A.1.8 Project Impact • Economic Impact 37 MINISTRY OF TRANSPORT Department of Planning and Investment Opportunities for tourism, industrial development; Industrial and urban development will be promoted due to the improved transport infrastructure. Employment opportunities will attract unskilled workers in the region. • Natural conditions - Land to be acquired is about 457 hectares - Topography will be changed due to project cut / fill earthworks - Existing drainage network will be altered - Flooding might increase locally - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is risks of localized pollution, of social and cultural impacts, and effect on agricultural production. - Ecosystems along the route will be significantly affected, although mainly consisting of agricultural land. • Impact on industries, sectors and localities - To develop inter-regional transport; - To meet the demand for transport in the local area; - To connect industrial zones, sea ports, cultural and economic centers; - To support and speed up the socio – economic development of Vietnam and the region; - To reduce journey time and accidents; - To contribute to the completion of the planned expressway network A.1.9 Proposed Project owner (Investor) Vietnam Expressway Corporation (VEC) established in October 2004, is a state-owned enterprise operated under direct control and supervision of the Ministry of Transport (MOT). VEC is the owner and operator of selected expressways in Vietnam. In June 2010, in accordance with Document 963/TTg-DMDN, the Prime Minister agreed to establish Vietnam Expressway Corporation on the basis of re-organizing former Vietnam Expressway Corporation (actually the legal status was previously a company rather than a corporation, despite the English name). The Corporation will operate in form of the parent – subsidiary company, in which the parent company is one-member limited company under the Ministry of Transport. VEC currently has four expressways under construction: Cau Gie – Ninh Binh (50km), Noi Bai – Lao Cai (244 km) and Ho Chi Minh City – Long Thanh – Dau Giay (51 km) and a further four projects under planning and design. Total initial chartered capital of VEC at the time of establishment in 2004 was about US$ 52.6 million, transferred from the Ministry of Finance and toll revenue from some national highways; together with the tolling rights of 2 toll stations at Cau Gie and Phu Dong for coccssional 10 years. As of 31 December 2009, charter capital of VEC was US$ 55.2 million. VEC has issued corporate bonds to finance construction of Cau Gie – Ninh Binh expressway, and land acquisition of Noi Bai – Lao Cai expressway. 38 MINISTRY OF TRANSPORT Department of Planning and Investment A.1.10 Schedule Estimated start of construction is 2014, with opening to traffic in 2018. A.1.11 Sustainability of Project Hanoi – Lang Son expressway is in the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008 and investment list for the period 2011 – 2015 of the Government. 39 MINISTRY OF TRANSPORT Department of Planning and Investment A.2 NOI BAI – HA LONG EXPRESSWAY PROJECT Project information is summarized based on the Initial Report; preparation stage of construction investment project prepared by TEDI in 2010. A.2.1 Name of the Project Noi Bai – Ha Long Expressway Construction Investment Project A.2.2 Background and necessity of the project Noi Bai – Thang Long Expressway Project has been studied by the Ministry of Transport since 1996 in accordance with Decision 3134/KHDT of 25 November 1996. As the request of Ministry of Transport in Decision 1368/GTVT of 23 April 2002, the Prime Minister has approved the pre-feasibility study of the Project in Document 1167/CP – CN of 30 September 2002. In order to develop the Project in accordance with approved pre-feasibility study, following mobilization of foreign capital for the construction of Noi Bai – Bac Ninh Section, on 05 November 2002, the Ministry of Transport issued Decision 3605/QD – GTVT allowing preparation of a feasibility study for the Project under the BOT method, focusing in the first stage on the Chi Linh – Ha Long section. In 2003, the Ministry of Transport approved the technical design of Chi Linh – Ha Long section; however, the project was subsequently suspended. From 2005, a Consortium of Quang Tay Investment Limited Corporation and Quang Tay International Technical Economic Cooperation Company – China has completed the procedures for investment on Noi Bai – Thang Long Highway under BOT method. After receiving approval by the Vietnamese Government and competent agencies, the investor prepared a Project Proposal in accordance with the law of Decree 78/2007/ND-CP of 11 May 2007 on investment under the BOT form. Project Proposals shall be completed and submitted for approval by the Ministry of Transport, the Vietnam Road Administration (now called “Directorate for roads of Vietnam”), local authorities of areas crossed by the road. After cosulting for the agreement of the local authorities and relevant ministries, Ministry of Transport approved the Proposal for the first stage of Noi Bai - Ha Long Expressway Project under the BOT investment method by Decision 228/QD – BGTVT of 23 January 2009. To implement the approved Project Proposal, the investor has prepared the construction investment project for Noi Bai – Ha Long Expressway. A.2.3 Project Objectives, Scope and Location A.2.3.1 Project Objectives Forming an expressway connecting Hanoi and Ha Long for regional and international socio – economic development. A.2.3.2 Project Location - Starting point: intersection between Highway No, 18 and Bac Thang Long – Noi Bai Road (consistent with the development plan for Lang Son – Hanoi – Hai Phong – Quang Ninh economic corridor to 2020 approved by the Prime Minister in Decision 98/2008/QD-TTg of 11 July 2008). 40 MINISTRY OF TRANSPORT Department of Planning and Investment - Ending point: Tieu Giao Intersection (km 109 – Highway 18) in Ha Long Ward – Ha Long City The Project includes construction of link roads to attract traffic from Highway No. 18 The alignment is shown in the following figure. 41 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Noi Bai - Ha Long Expressway 42 MINISTRY OF TRANSPORT Department of Planning and Investment The route crosses the following cities and provinces: Hanoi, Bac Ninh, Hai Duong and Quang Ninh. A.2.3.3 Traffic Forecast The forecast traffic volume is shown in the following table: Unit: PCU / day and night Section Traffic volume 2010 2015 2020 2025 Noi Bai – Bac Ninh 8,368 15,093 26,230 37,908 Bac Ninh - Chi Linh 7,644 14,917 25,927 36,156 Chi Linh – Uong Bi 10,225 19,133 40,963 46,634 Uong Bi – Ha Long 14,163 25,687 42,241 57,345 A.2.3.4 Scope and Technical Standards • Road type: Expressway type A • Design speed: 100 – 120 km/h • Cross section: 6 lane highway with width of road base B = 34.5 – 35 m A.2.4 Related Projects Related projects in the area include: - National Highway No. 18 Improvement Project Section Noi Bai – Bac Ninh: this project has been completed with width four lanes - Hanoi 3rd and 4th Ring roads: the feasibility study has been completed; - Hanoi 5th Ring road: feasibility study has been prepared; - Noi Bai Airport Terminal 2: feasibility study has been prepared; - Nhat Tan Bridge Project and connecting expressway from Nhat Tan Bridge to Noi Bai Airport: construction is in progress; - Hanoi – Thai Nguyen Expressway: construction in progress - Ha Long – Mong Cai Expressway Project: feasibility study for this Project has been completed; - Urban, residential projects; industrial parks, economic zones, etc; - Planning, construction of cities, towns along the route; - Yen Vien – Pha Lai Railway Project: construction in progress. A.2.5 Content of the Project A.2.5.1 Road Upgrading of 31 km of four lane Noi Bai – Bac Ninh Highway to six lane expressway; new construction of 113 km of six lane expressway. Total length of expressway is about 144 km 43 MINISTRY OF TRANSPORT Department of Planning and Investment A.2.5.2 Interchanges A total of 11 interchanges are planned on the route. Summary of Interchanges No. Interchange Location Crossing Road 1 Interchange km 0 + 210 Km0+210 Bac Thang Long – Noi Bai 2 Interchange km 6 = 150 Km6+150 NH3 3 Interchange km 17 + 000 Km17+000 Hanoi – Thai Nguyen expressway 4 Interchange km 20 + 000 Km20+000 DT 295 5 Interchange with Hanoi 4th ring road 6 Interchange km 31 +320 Km31+320 NH 1A 7 Interchange km 51 + 090 Km51+090 NH 18 8 Interchange km 67 + 567 Km67+576 NH 37 9 An Sinh Interchange Km80+527 10 Nam Mau Interchange Km102+077 11 Tieu Giao Interchange Km143+835 Planned interchange under Hanoi 4th ring road A.2.5.3 Structures - 5 big size river bridges with total length of 2,127 m; 34 small and medium river bridges with total length 1,540 m; - 3 railway bridges with total length of 865 m - 4 viaducts with total length of 616 m; - 11 overpasses at interchanges with total length of 2,982 m; 4 overpasses of the expressway with total length of 170 m; 3 provincial road overpasses with total length of 390m; 6 other overpasses with total length of 107m; - 2 tunnels: Dong Bong Hill L – 600 m and Dong San Hill L = 1,200 m - In hilly areas underpasses for pedestrians and light traffic will be provided on average every 500 – 1,000 m. A.2.5.4 Operation d. Tolling Closed tolling system. - two throughway toll gates at the two ends of the route; - 14 toll gates at interchanges 44 MINISTRY OF TRANSPORT Department of Planning and Investment e. Intelligent Transport System (ITS) Intelligent Transport System (ITS) shall be applied in the Noi Bai – Ha Long Highway f. Administration Center and services areas - one highway administration center; one service station each side Expected expressway facilities will include: + Emergency telephones: arranged both sides (on the grass verge) with average spacing 5 km; Located close to major bridges and interchanges as a priority; + Parking areas along the route: arranged both sides with average spacing of 25km. This is small scale parking area (maximum 1 to 3 vehicles); provided by widening the road base locally without provision of additional services; + Services areas: arranged both sides with the average spacing 50 km including fuel station, repair workshop, parking areas, toilets and restaurants. A.2.6 Technical details - Road base shall be deeply excavated and embanked for preventing erosion - Soft soil treatment provided according to height of embankment, depth of soft ground and permitted settlement. - Pavement will be asphalt concrete with roughness layer, elastic modulus Eyc > = 191 MPa - Bridge works use PC I girders; big river bridges use PC box girder constructed by balanced cantilever method. For interchange structures hollow slab superstructure may be applied. - Tunnel cross section is oval – oviform shape, constructed by drill and blast method with NATM (New Austrian Tunneling method) - Intelligent transport system shall be applied in Noi Bai – Ha Long Highway A.2.7 Total Investment Estimated total investment for the Project is about 20.6 trillion Dong. Item 1. Construction and equipment Cost (Billion VND) 14,051 2. Land acquisition and mine detection 1,143 3. Project Management, design consultancy and pre – construction works etc 1,519 4. Contingency 3,844 - Physical contingency 835 - Price contingency 3,008 Total Investment 20,558 (Approval Decision for Project Proposal by MOT 228/QD-BGTVT of 23 January 2009) A.2.8 Schedule 45 MINISTRY OF TRANSPORT Department of Planning and Investment Preparation completed in 2015 and construction commencing in 2016. A.2.9 Project Impact a) Project Effectiveness for Investors In accordance with regulations of Vietnamese Government Decree 108/2009/ND-CP, BOT Investors receive the following support and incentives: + corporate income tax incentives as stipulated by legislation on corporate income tax. + Goods imported for implementing their projects are entitled to preferences under legislation on export duties and import duties. + exemption from land use fees with respect to the area of land assigned by the State; or will be exempt from land rental for the whole duration of implementation of its project. + Project Execution Enterprises shall be facilitated full and suitable collection of revenue and legal fees from operation of the project. If necessary, Enterprises can require the state owned authorities to support toll collection or other revenue from project business. + Investors can partially or totally transfer rights and obligations in accordance with the Project Contract. + Competent authorities and foreign investors can agree the use of foreign law as the governing law for the following cases: a) Project Contract; b) Contracts for which the performance is guaranteed by competent authorities. This is provided that such agreements are not contrary to the provisions of Vietnamese law. b) Economic, environmental and social impacts of the Project to industries, sectors and localities • Economic Impact Opportunities for tourism, industrial development. Industrial and urban development will be promoted due to the improved transport infrastructure. Employment opportunities will attract unskilled workers in the region. • Natural conditions - Topography will be changed due to project cut / fill earthworks - Existing drainage network will be altered - Flooding might increase locally - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is a risk of localized pollution, of social, cultural impacts, and effect on agricultural production. • Impacts on industries, sectors and localities - To develop inter-regional transport; - To meet the demand for transport in the local area; - To connect industrial zones, sea ports, cultural and economic centers; - To support and speed up the socio – economic development of Vietnam and the region; 46 MINISTRY OF TRANSPORT Department of Planning and Investment - To reduce journey time and accidents; - To contribute to the completion of the planned expressway network. A.2.10 Proposed Project owner (Investor) The Project shall be implemented by a BOT Investor - Capital shall be arranged by investors for the execution of the Project; capital can be mobilized from many sources in accordance with Vietnamese Law; equity of investor shall be not lower than the amount specified in Article 5 of Decree 108/ND-CP for Projects with total investment over 1,500 Billion Vietnam Dong; - For projects with total investment capital up to 1,500 Billion Vietnam Dong, the ratio of equity of the Project Enterprise must not be lower than 15% of the capital. - For projects with total investment capital over 1,500 Billion Vietnam Dong, the ratio of equity of the Project Enterprise shall not be lower than 10% of the capital. - Contractor shall be obliged to mobilize investment capital under the Contract to meet the agreed Project schedule. - Total capital of the State for this Project shall not exceed 49% of Investment capital of the Project. A.2.11 Sustainability of Project Hanoi – Lang Son expressway is in the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008 and investment list for the period 2011 – 2015 of the Government. 47 MINISTRY OF TRANSPORT Department of Planning and Investment A3. HA LONG – MONG CAI EXPRESSWAY PROJECT Information about the project is summarized based on the Initial Report; preparation stage of the construction investment project prepared by TEDI in 2010 A.3.1 Name of the Project Ha Long – Mong Cai Expressway Construction Investment Project A.3.2 Background and necessity of the project Ha Long – Mong Cai Expressway is one highway route in the planned expressway network in Vietnam. The road is in the Northeast of the country with total length 150 km in Quang Ninh province. The highway links Ha Long City with the economic centers of the Province and with Mong Cai City – the international border gate with China. In national terms, Ha Long – Mong Cai expressway connects Quang Ninh province to the expressway network and hence links with Hanoi and the south. With regards to connections with China, the Ha Long – Mong Cai expressway connects with Noi Bai – Ha Long and Hanoi – Lao Cai expressways to form an east - west traffic axis in the North, which is part of the bilateral Vietnam – China Connectivity Initiative on “Two Corridors and one Economic Belt”. In terms of location, Ha Long – Mong Cai expressway is a second road in parallel with the existing National Highway 18 crossing the mountainous areas in the East of Quang Ninh Province. This is a resource-rich coastal area with above average economic growth relative to the national average. A.3.3 Project Objectives, Scope and Location A.3.3.1 Project Objectives Forming an expressway connecting Ha Long City to Mong Cai regional and international socio-economic growth. A.3.3.2 Traffic Forecast The forecast traffic volume is shown in the following table. Section Traffic volume (PCU / day and night) 2010 2015 2020 2025 Ha Long – Mong Duong 17,473 25,575 36,643 51,864 Mong Duong – Tien Yen 5,996 9,693 15,017 22,256 Tien Yen – Mong Cai 5,136 8,266 12,753 18,835 A.3.3.3 Scope and technical standards • Road type: Expressway type A • Design speed: 120 km/h • Cross section: 6-lane highway with width of road base B = 35 m - Ha Long – Mong Duong section (L = 37km) with six lanes 48 MINISTRY OF TRANSPORT Department of Planning and Investment - Mong Duong – Mong Cai ( L = 103 km) shall be divided for construction; in stage 1, it will be developed with four lanes (B = 27.5 m) ; in the second stage, it shall be completed with six lanes (B = 35 m) A.3.3.4 Project Location - Starting point: Son Duong intersection on Noi Bai – Ha Long Highway at km 132 + 670.00; - Ending point: km 275 + 923 at Bac Luan Border Gate; Ending point of the construction: at present, the project for Bac Luan Bridge and access road is under preparation with four lane width, from the new Bac Luan Bridge to provincial road No. 335. Thus, construction limit of the expressway project shall be to km 272 + 250 at the end point of the new Bac Luan Bridge project (crossing with provincial road No. 335) Total length: 139.58 km The route is entirely within Quang Ninh province, and crosses the districts of: Hoanh Bo, Ba Che, Tien Yen, Dam Ha, Hai Ha and Cam Pha Township, Mong Cai City. 49 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Ha Long – Mong Cai Expressway 50 MINISTRY OF TRANSPORT Department of Planning and Investment A.3.4 Related Projects Related projects include: - Upgrading and Improvement of National Highway No. 18 – Section Mong Duong – Mong Cai: completed - Noi Bai – Ha Long Highway: feasibility study has been prepared - Upgrading and improvement of National Highway No. 18 C: under implemented - Urban, residential projects; industrial parks, economic zones, etc - Planning, construction of cities, towns along the route; - Planning and Projects in Van Don Economic Zone A.3.5 Content of the Project A.3.5.1 Road New expressway construction 37 km from Ha Long to Mong Duong with width six lanes. Mong Duong – Mong Cai section has length of 103 km, with four lanes in the first stage, and six lanes in the final stage. A.3.5.2 Interchanges Summary of Interchanges No. Name Location Interchange type Note I Alternative I 1 Son Duong km 132+670 Start point 2 Dong Cao km 144 + 000 Local Road 3 Bang Tay km 167 + 704 Provincial Road 236 4 Dong Tam km 206 + 430 Highway 4B 5 Quang An km 231 + 500 Local Road 6 Quang Moi km 246 + 573 Local Road 7 Quang Nghia km 270 + 000 Highway 18 8 Hai Hoa km 291 + 700 Provincial Road 335 II Alternative II 1 Son Duong km 132+670 Start point 2 Dong Cao km 144 + 000 Local road 3 Bang Tay km 167 + 704 Provincial Road 326 4 Dong Chau km 200 + 500 Highway 4B 5 Quang Tan km 218 + 400 Local Road 6 Quang Long km 235 + 573 Local Road 7 Quang Thanh km 243 + 500 Highway 18 51 MINISTRY OF TRANSPORT Department of Planning and Investment 8 III Hai Hoa km 272 + 700 Provincial Road 335 Alternative 3 1 Son Duong km 132 + 670 Start point 2 Dong Cao km 144 + 000 Local road 3 Bang Tay km 137 + 704 Provincial Road 326 4 Dong Tam km 206 + 430 Highway 4B 5 Dam Ha km 220 + 400 Local Road 6 Quang Trung km 245 + 000 Local Road 7 Hai Hoa km 274 + 800 Provincial Road 335 A3.5.3 Structures Works on the throughway: + Alternatives I: 39 bridges with total length of 3,022 m + Alternatives II: 35 bridges with total length of 3,713 m + Alternatives III: 42 bridges with total length of 6,180 m - Tunnels: Alternative I crosses a high mountainous area, and in order to improve the design speed consistent with the overall design speed of the route (100 – 120 km/h), tunnel options are studied through Bang Nau and Dong Va hills with estimated tunnel lengths: + Bang Nau tunnel: L = 800 m + Dong Va tunnel: L = 300 m A.3.5.4 Operation Two throughway toll gates and nine toll gates at interchanges are planned. Mainline toll gates would be located at km 169 + 000 (Mong Duong – Cam Pha Township) and at km 220 + 000 (Dam Ha small town – Dam Ha District) There are three service areas at spacing 50 – 60 km. A.3.6 Total Investment Estimated total investment for the Project is 20,558 billion Dong. Item Cost (Billion VND) 1. Construction and equipment 19,025 2. Management, investment consultancy and other 2,283 3. Land acquisition and compensation 1,586 4. Contingency 6,410 - Physical contingency 2,289 52 MINISTRY OF TRANSPORT Department of Planning and Investment - Price contingency 4,121 Total Investment 29,304 A.3.7 Project Impact a) Project Effectiveness for Investors In accordance with regulations of Vietnamese Government Decree 108/2009/ND-CP, BOT Investors receive the following support and incentives: + corporate income tax incentives as stipulated by legislation on corporate income tax. + Goods imported for implementing their projects are entitled to preferences under legislation on export duties and import duties. + exemption from land use fees with respect to the area of land assigned by the State; or will be exempt from land rental for the whole duration of implementation of its project. + Project Execution Enterprises shall be facilitated full and suitable collection of revenue and legal fees from operation of the project. If necessary, Enterprises can require the state owned authorities to support toll collection or other revenue from project business. + Investors can partially or totally transfer rights and obligations in accordance with the Project Contract. + Competent authorities and foreign investors can agree the use of foreign law as the governing law for the following cases: a) Project Contract; b) Contracts for which the performance is guaranteed by competent authorities. This is provided that such agreements are not contrary to the provisions of the prevcriling law in Vietnam. b) Economic, environmental and social impacts of the Project to industries, sectors and localities • Economic Impact Opportunities for tourism, industrial development. Industrial and urban development will be promoted due to the improved transport infrastructure. Employment opportunities will attract unskilled workers in the region. • Natural conditions - Topography will be changed due to project cut / fill earthworks - Existing drainage network will be altered - Flooding might increase locally - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is a risk of localized pollution, of social, cultural impacts, and effect on agricultural production. • Impacts on industries, sectors and localities - To develop inter-regional transport; - To develop inter-regional transport; - To meet the demand for transport in the local area; - To connect industrial zones, sea ports, cultural and economic centers; 53 MINISTRY OF TRANSPORT Department of Planning and Investment - To support and speed up the socio – economic development of Vietnam and the region; - To reduce journey time and accidents; - To contribute to the completion of the planned expressway network A.3.8 Proposed Project owner (Investor) The Project shall be implemented by a BOT Investor. - Capital shall be arranged by investors for the execution of the Project; capital can be mobilized from many sources in accordance with Vietnamese Law; equity of investor shall be not lower than the amount specified in Article 5 of Decree 108/ND-CP for Projects with total investment over 1,500 Billion Vietnam Dong; - For projects with total investment capital up to 1,500 Billion Vietnam Dong, the ratio of equity of the Project Enterprise must not be lower than 15% of the capital. - For projects with total investment capital over 1,500 Billion Vietnam Dong, the ratio of equity of the Project Enterprise shall not be lower than 10% of the capital. - Contractor shall be obliged to mobilize investment capital under the Contract to meet the agreed Project schedule. - Total capital of the State for this Project shall not exceed 49% of Investment capital of the Project. A.3.9 Schedule Estimated start of construction in 2015, opening to traffic in 2016. A.3.10 Sustainability of Project Ha Long Mong Cai expressway is in the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008 and investment list for the period 2011 – 2015 of the Government. 54 MINISTRY OF TRANSPORT Department of Planning and Investment A.4 NORTH – SOUTH EXPRESSWAY, SECTION NINH BINH CITY – THANH HOA Project information is summarized based on the Final Report of North – South Expressway Project, Section Ninh Binh City – Thanh Hoa prepared by TEDI in March 2011. A.4.1 Name of the Project North – South Expressway, section Ninh Binh City – Thanh Hoa Construction Investment Project. A.4.2 Background and necessity of the project Due to the elongated shape of the country, provision of transport infrastructure on the northsouth axis is key to the socio – economic development of the whole country. National Highway 1A is the principal North – South route, but it traverses many residential areas with width of two lanes, with resulting limitations for the transport of goods and passengers. Increasing traffic congestion and a high rate of traffic accidents limit the economic development of the affected provinces, and of the whole country. At present, Phap Van (Hanoi) – Cau Gie expressway running parallel to National Highway 1A has been put into operation. Cau Gie – Ninh Binh expressway is under construction. The section is from Ninh Binh City – Thanh Hoa is the next section, and its proximity to the capital ensures high traffic levels. To meet future traffic demand, by Decision 412/QD–TTg of 11 April 2007, the Prime Minister approved the investment list of some important traffic infrastructure projects in the period to 2020. North – South Highway, section Ninh Binh – Thanh Hoa is included in the list. The project was also included in the “List of projects calling for investment capital under the BOT form in transport sector” issued with Decision 2667/QD-BGTVT on 30 August 2007. A.4.3 Project Objectives, Scope and Location A.4.3.1 Project Objectives Forming the next section of the North-South Expressway connecting with Cau Gie – Ninh Binh section which is nearing completion of construction, as part of the gradually construction of the overall Eastern North – South Expressway, and in accordance with approved expressway network plan. To improve the transport capacity of the North-South corridor, to resolve traffic congestion and to contribute for the socio – economic development of the region and of the whole country. A.4.3.2 Project Location - Start point: from Cao Bo intersection (km 260 + 000), Y Yen District, Nam Dinh Province. - End point: At the north portal of Mong Ga Mountain tunnel, Truong Lam Commune (km 386 + 245), Tinh Gia District, Thanh Hoa Province (6.5 km south of the end point of the route) giao với đường trục quy hoạch Khu kinh tế Nghi Sơn (nút giao Nghi Sơn) tại Km380+705 (khớp nối với điểm đầu dự án đường cao tốc Thanh Hóa – Hà Tĩnh đang lập dự án đầu tư), cách điểm cuối đoạn tuyến này trong quy hoạch chi tiết khoảng 1km về phía nam. The studied route crosses the following provinces: Nam Dinh, Ninh Binh and Thanh Hoa. 55 MINISTRY OF TRANSPORT Department of Planning and Investment The alignment is shown in the following figure. A.4.3.3 Traffic Forecast The forecast traffic volume is shown in the following table. Unit: PCU / day and night Traffic volume Ninh Binh – Tam Diep Section Tam Diep – Bim Son Section Bim Son – Ha Trung Section Ha Trung – Thanh Hoa Section Thanh Hoa – Nong Cong Section Nong Cong – Nghi Son Section No. Year 1 2019 31,870 30,897 36,203 50,203 26,124 36,016 2 2020 33,257 32,700 38,779 53,752 29,074 38,992 3 2025 49,069 41,084 40,488 59,198 43,148 54,952 4 2030 74,211 72,520 64,644 74,812 60,876 77,746 5 2035 100,071 86,206 82,846 87,484 63,586 89,168 6 2039 128,123 98,998 101,992 99,255 65,908 99,925 A.4.3.4 Scope and Technical Standards • Road type: Expressway type A • Design speed: 100 – 120 km/h (100 km/h is applied for section crossing Tam Diep range) • Cross section: - Final stage: six lanes, width of road base B = 35 m - First stage: four lanes in the middle, with remaining road base to be constructed in the final stage. 56 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Ninh Binh – Thanh Hoa Expressway 57 MINISTRY OF TRANSPORT Department of Planning and Investment A.4.4 Related Projects Related projects in the area include: - Cau Gie – Ninh Binh expressway project: under construction - Thanh Hoa – Ha Tinh expressway Project; - North – South railway Project, section Hanoi – Vinh; - Project for upgrading and improvement of National Highway 47, Thanh Hoa City section; - Planning for construction of Thanh Hoa airport at Hai Ninh Commune, Tinh Gia District, Thanh Hoa Province; - Urban, residential projects; industrial parks, economic zones, etc; - Planning, construction of cities, towns along the route; - Planned economic and industrial zones along the route A.4.5 Content of the Project A.4.5.1 Road New construction of expressway from Cao Bo intersection (km 260 + 000) at Cao Bo Commune, Y Yen District, Nam Dinh Province (the end point of Cau Gie – Ninh Binh expressway which is under construction) to the north portal of Mong Ga Mountain tunnel (km 386 + 245) in Truong Lam Commune, Tinh Gia District, Thanh Hoa Province (the start point of Thanh Hoa – Ha Tinh expressway project which is under investment project preparation). tới điểm giao với đường trục quy hoạch Khu kinh tế Nghi Sơn (nút giao Nghi Sơn) tại Km380+705 (khớp nối với điểm đầu dự án đường cao tốc Thanh Hóa – Hà Tĩnh đang lập dự án đầu tư) Width of six lanes, design speed 100 – 120 km/h, width of road base B = 35 m. In the first stage, four lanes will be constructed in the center, with widening to the outside for the final stage. Total length; 121.12 km A.4.5.2 Interchanges Summary of Interchanges No. Name Location Interchange type Crossing road 1 Cao Bo Interchange km 260 +000 Half clover 2 Khanh Thuong Interchange km 267 + 851 Trumpet Ninh City road 3 Xuan Mai Interchange km 274 + 544 Trumpet Highway 1A 4 Yen Thinh Interchange km 281 + 000 Trumpet Highway 12B 5 Gia Mien Interchange KM 295 + 510 Trumpet Provincial Note Highway 10 Binh In the ring second stage 58 MINISTRY OF TRANSPORT Department of Planning and Investment road 522 6 Ha Linh Interchange km 305 + 241 Trumpet Highway 217 7 Dong Xuan Interchange km 327 + 500 Trumpet Highway 47 8 Trung Chinh Interchange km 340 + 450 Trumpet Highway 45 9 Nghi Son Interchange km 380 + 400 Trumpet Nghi Son Urban Zone A.4.5.3 Structures - 27 throughway bridges with total length 11,570 m; - 36 overpasses with total length 7,343 m - 2 tunnels, total length of 920 m (one of 240 m and one of 680m) for six lanes expressway (without emergency stopping lane); - 34 underpasses for local roads / pedestrian movement A.4.5.4 Operation a. Tolling Closed tolling system. - 2 throughway toll gates at km 261 + 000 and km 386 + 400 - 8 sub – toll gates at interchanges b. Intelligent Transport System (ITS) Intelligent Transport System (ITS) shall be applied in the Ninh Binh – Thanh Hoa Highway c. Administration Center and service areas - one administration center; two service stations, and four parking areas along the route (each side to include two stations) A.4.6 Technical details - Road crosses zones of soft soil to be treated by sand drains. - Pavement will be class A1, asphalt concrete with roughness layer, elastic modulus Eyc > = 210 MPa - Bridge works in the route use PC I girders; PC box girders, Super T girders. Some large bridges include Trai Me Bridge ( 39 + 18x40 + 2x30 + 39 + 10x 40 + 39), Dong Thinh (16x40 + 55 +90+55+13x40), Ha Giang (39+6x40+39 + (42+62+42) +39 +6x40+39), Vinh An (39 +6x40 +39+55 +90+55+39 +6x40+39), Nui Do (39+7x40+39 +55 +90+55 +39 +29 x40 +39) are planned as pre-stressed reinforced concrete box girders constructed by balanced cantilever. Yen My bridge (38.9 + 3x40 + 38.9 + 140 +2x210 + 140 +38.9 + 2x40 + 38.9 + 10x40 +38.9) is proposed with an extradosed main span and super T approaches. - Tunnel cross section is oval – oviform shape, constructed by drill and blast method with NATM (New Austrian Tunneling method) - Intelligent transport system shall be applied in Ninh Binh – Thanh Hoa Expressway 59 MINISTRY OF TRANSPORT Department of Planning and Investment A.4.7 Total Investment Estimated total investment for the Project is 32,329 billion Dong. Item Cost (Billion VND) 1. Construction and equipment 21,341 2. Land acquisition and compensation 1,565 3. Project Management, design consultancy etc. 2,789 4. Contingency 6,634 Total Investment 32,329 A.4.8 Preliminary feasibility analysis of the Project (economic and financial) The results of preliminary economic feasibility analysis are as follows. Indicator 1.Net present value (NPV) Unit Value Billion Vietnam Dong 4,472 2. Benefit / cost ratio (B/C) 3. Time for capital return 1.22 Years 23 % 13.77 4. Internal economic rate of return (EIRR) A.4.9 Project Impact • Economic Impact Opportunities for tourism, industrial development. Industrial and urban development will be promoted due to the improved transport infrastructure. Employment opportunities will attract unskilled workers in the region. • Natural conditions - Topography will be changed due to project cut / fill earthworks - Existing drainage network will be altered - Flooding might increase locally - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is a risk of localized pollution, of social, cultural impacts, and effect on agricultural production. • Impacts on industries, sectors and localities - To develop inter-regional transport; - To meet the demand for transport in the local area; - To connect industrial zones, sea ports, cultural and economic centers; 60 MINISTRY OF TRANSPORT Department of Planning and Investment - To support and speed up the socio – economic development of Vietnam and the region; - To reduce journey time and accidents; - To contribute to the completion of the planned expressway network A.4.10 Schedule Estimated start of construction in 2014 and opening to traffic in 2018. A.4.11 Sustainability of Project North – South Expressway, section Ninh Binh – Thanh Hoa expressway is in the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008 and investment list for the period 2011 – 2015 of the Government. 61 MINISTRY OF TRANSPORT Department of Planning and Investment A.5 NORTH – SOUTH EPRESSWAY, SECTION THANH HOA – HA TINH Project information is summarized based on the middle Report of Nghi Son Section (Thanh Hoa) – Bai Vot (Ha Tinh) conducted by TEDI in March 2011. A.5.1 Name of the Project Nghi Son (Thanh Hoa) – Bai Vot (Ha Tinh) Expressway Construction Investment Project A.5.2 Background and necessity of the project Due to the elongated shape of the country, provision of transport infrastructure on the northsouth axis is key to the socio – economic development of the whole country. National Highway 1A from Huu Nghi Quan to Nam Can with total length of 2,298 km has been improved and upgraded by 2008 to meet level III highway with two lanes. Some sections cross cities, towns, and sections near large urban areas and have width 4 – 6 lanes. Ho Chi Minh highway is the north-south highway in the West which has been constructed in the first stage from Hoa Lac to Tan Canh with two lanes. However, because the route passes through underdeveloped areas in terms of socio – economic conditions and having lower population density, it does not yet attract as much traffic as National Highway 1A. The North – South expressway in the East is considered for investment as the key traffic axis of the country, as well as playing a role in the international transport network. To date about 70 km of the North-South Expressway has been put into operation (Phap Van – Cai Gie, Ho Chi Minh City – Trung Luong); other sections are in progress: Cau Gie – Ninh Binh, Dau Giay – Long Thanh, Trung Luong – My Thuan; and other sections are in the preparation for investment of which Nghi Son (Thanh Hoa) – Bai Vot (Ha Tinh) section is one. Investment in construction of Nghi Son – Hong Linh expressway will reduce travel distance and travel time to Hanoi and the provinces in the Northern Central Region (Thanh Hoa, Nghe An, Ha Tinh), opening up investment opportunities into the local area, and meeting passenger and freight transport demand between the Northern Region with Northern Central Region. It will enhance the creation and development of urban, industrial, economic and tourism centers along the route. A.5.3 Project Objectives, Scope and Location A.5.3.1 Project Objectives To build the next expressway section following on from the Ninh Binh – Thanh Hoa section whose which is under preparation in order to gradually complete the North – South Expressway. To improve the transport capacity of the North - South corridor, to resolve congestion and contribute to the socio – economic development of the region and of the whole country. A.5.3.2 Project Location - Start point: điểm giao với đường trục quy hoạch Khu kinh tế Nghi Sơn (nút giao Nghi Sơn) tại Km380+705 (khớp nối với điểm đầu dự án đường cao tốc Thanh Hóa – Hà Tĩnh đang lập dự án đầu tư) - End point: (km 478 + 787 of North – South Expressway): At the interchange with National Highway 8A in Duc Thinh Commune, Duc Tho District, Ha Tinh Province. The route passes through the provinces of Thanh Hoa, Nghe An, and Ha Tinh. 62 MINISTRY OF TRANSPORT Department of Planning and Investment The alignment is shown in the following figure. A.5.3.3 Traffic Forecast The forecast traffic volume is shown in the following table. Unit: PCU / day and night Alternative Section 2015 2020 2025 2030 2035 2040 17,083 29,969 43,316 62,956 78,678 98,402 16,677 29,455 43,171 63,279 77,002 93,702 16,422 29,116 42,959 63,387 78,730 97,789 16,498 29,120 42,749 62,775 78,198 97,429 10,258 19,466 28,489 41,695 54,360 70,881 Nghi Son – Thai Hoa 8,996 12,835 26,132 63,222 68,468 88,087 Thai Hoa – Highway 48 6,940 10,443 23,644 53,533 66,268 82,104 Highway 48– Highway 7 6,030 9,400 22,849 55,552 71,194 91,326 Highway 07 - Highway 46 6,606 10,092 23,564 55,061 71,176 92,050 Highway 46 – Highway 8 3,584 5,534 13,194 31,455 45,287 65,466 Nghi Son – Thai Hoa Alternative 1: Thai Hoa – Highway 48 collection of fees of twice Highway 48– Highway 7 times as Highway 07 - Highway 46 regulations Highway 46 – Highway 8 Alternatives 2: Collection of 1000 VND/ km A.5.3.4 Scope and Technical Standards • Road type: Expressway type A • Design speed: 120 km/h (level 100 to apply for section in hilly terrain) • Cross section: - Final stage: six lanes, width of road base B = 33 - 35 m - First stage: four lanes with width of road base B = 25.5 – 27.5 m; large bridges and tunnels shall have six lanes; remaining bridges shall have suitable cross section for extension in the final stage. 63 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Thanh Hoa – Ha Tinh Expressway 64 MINISTRY OF TRANSPORT Department of Planning and Investment A.5.4 Related Projects Related projects in the area include: - North – South expressway, Ninh Binh – Thanh Hoa section, under investment project preparation - Planning of industrial and economic areas such as: Nghi Son Economic Area, planning of Nam Thanh Bac Nghe Area. A.5.5 Content of the Project A.5.5.1 Road New construction of expressway from : điểm giao với đường trục quy hoạch Khu kinh tế Nghi Sơn (nút giao Nghi Sơn) tại Km380+705 (khớp nối với điểm đầu dự án đường cao tốc Thanh Hóa – Hà Tĩnh đang lập dự án đầu tư) (end point of Ninh Binh – Thanh Hoa section) to the interchange with National Highway 8A in Duc Thinh Commune, Duc Tho District, Ha Tinh Province with total length of 92.73 km. Width of six lanes, design speed 120 km/h (tunnel sections shall have design speed 100 km/h); width of road base B = 33- 35 m. Total length: 98.28 km Planned staged construction: - First stage: from the start point to the interchange with Highway 46 from Vinh City, having width of 4 lanes and width of road base B = 25.5 – 27.5 m; large bridges and tunnels will have six lanes; the remaining bridges shall have suitable cross section for widening in the final stage. Constructed length in this stage is 80.39 km - Second stage: from the interchange with Highway 46 from Vinh City to the end point (intersection with Highway 8A), with width four lanes, width of road base B = 25.5 – 27.5 m; large bridges and tunnels shall have six lanes; remaining bridges shall have suitable cross section for widening in the final stage. Construction length in this stage is 18.92 km - Third stage: widening of the whole route to six lanes A.5.5.2 Interchanges A total of 7 interchanges are planned on this section, of which the interchange with National Highway 8A is an at-grade intersection in the first stage. Summary of Interchanges No. Name Location Crossing road Spacing (km) 1 Quynh Vinh km 390 + 400 Connection Road of Dong Hoi 10.0 Port – Highway 1A – Thai Hoa Township 2 Dien Doai km 414 + 250 Highway 48 (Yen Ly – Thai 23.75 Hoa) 3 Dien Cat km 429 + 500 Highway 7 (Dien Chau – Do 15.05 Luong) 4 Dien Loi km 434 + 980 N2 Road – Tho Loc Industrial 5.60 Zone 65 MINISTRY OF TRANSPORT Department of Planning and Investment 5 Nghi Phuong km 445 + 500 N5 Road - Nam Cam Industrial 10.60 Zone 6 Hung Tay km 45( + 450 Highway 46 from Vinh City 13.80 (Cua Lo – Thanh Chuong) 7 Duc Thinh km 478 + 910 Highway 8 (Hong Linh – Pho 19.59 Chau) A.5.5.3 Structures - 24 throughway bridges with total length 8,328 m; - 15 overpasses at interchanges with length 2,455 m; - 3 tunnels with total length 3,100 m - 8 overpasses and 44 underpasses. A.5.5.4 Operation a. Tolling Closed tolling system. - one throughway toll station; 4 toll gates at the main interchanges and 4 sub – toll gates b. Intelligent Transport System (ITS) Intelligent Transport System (ITS) shall be applied in the Thanh Hoa – Ha Tinh Highway c. Administration Center and service areas - one highway administration center; 1 maintenance center - two service areas and 4 parking areas (both sides of the road) A.5.6 Technical details - Road crosses zones of soft soil to be treated by sand drains. - Pavement will be class A1, asphalt concrete with roughness layer, elastic modulus E yc > = 205 MPa - Bridge works use super T girder and hollow slab superstructure. - Tunnel cross section is oval – oviform shape, constructed by drill and blast method with NATM (New Austrian Tunneling method) - Intelligent transport system shall be applied in Thanh Hoa – Ha Tinh Highway A.5.7 Total Investment Estimated total investment for the Project is 30,469 billion Dong. 66 MINISTRY OF TRANSPORT Department of Planning and Investment First stage (Billion VND) Items 1. Construction equipment Completion Stage (Billion VND) Total (Billion VND) and 16,274 2. Land acquisition and compensation 1,884 3. Project Management, design consultancy etc. 1,953 357 2,310 4. Contingency 6,033 998 7,031 26,144 4,325 30,469 Total Investment 2,970 19,244 1,884 A.5.8 Project Impact • Economic Impacts Opportunities for tourism, industrial development. Industrial and urban development will be promoted due to the improved transport infrastructure. Employment opportunities will attract unskilled workers in the region. • Natural conditions - Topography will be changed due to project cut / fill earthworks - Existing drainage network will be altered - Flooding might increase locally - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is a risk of localized pollution, of social, cultural impacts, and effect on agricultural production. • Impacts on industries, sectors and localities - To develop inter-regional transport; - To meet the demand for transport in the local area; - To connect industrial zones, sea ports, cultural and economic centers; - To support and speed up the socio – economic development of Vietnam and the region; - To reduce journey time and accidents; - To contribute to the completion of the planned expressway network A.5.9 Schedule Estimated start of construction in 2014 and opening to traffic in 2018. A.5.10 Sustainability of Project 67 MINISTRY OF TRANSPORT Department of Planning and Investment North – South Expressway, section Thanh Hoa – Ha Tinh is in the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008 and investment list for the period 2011 – 2015 of the Government. 68 MINISTRY OF TRANSPORT Department of Planning and Investment A.6 NORTH – SOUTH EXPRESSWAY, SECTION CAM LO – LA SON Project information is summarized based on the Final Report on preparation of Investment Project prepared by Truong Son Survey Design Consultant Construction Co – Ministry of Defense (Truong Son Consultant). A.6.1 Name of the Project Project on construction of Ho Chi Minh Highway in Cam Lo – La Son Section A.6.2 Background and necessity of the project In order to continue on the path of industrialization, urbanization and international integration, development of a network of modern core infrastructure is essential. Road transport especially the highway sector plays an important role in the industrialization and urbanization of the country. The country has two longitudinal highway axes; Highway 1A in the East and Ho Chi Minh Highway in the West. Due to increasing transport demand, some sections in Highway 1A have been expanded or bypasses constructed at residential areas, cities and towns. This includes sections such as Bac Giang – Hanoi, Phap Van – Cau Gie – Ninh Binh – Thanh Hoa, Quang Ngai by-pass, Hue City by-pass and Ho Chi Minh City – Can Tho Section etc. Ho Chi Minh highway is the longitudinal axis in the West which has been constructed in the first stage from Hoa Lac to Ngoc Hoi with width of two lanes. However, because Vietnam is narrow in the Central region, the two axes may merge into one for the section from Ha Tinh to Da Nang. Construction of Cam Lo – La Son expressway will reduce congestion on Highway 1A, reduce the impact of regular flooding on Highway 1A which occurs during the rainy season, and enhance the socio – economic development of the whole country. A.6.3 Project Objectives, Scope and Location A.6.3.1 Project Objectives Forming an expressway section from Cam Lo – La Son section to reduce congestion on Highway 1A, and to form one part of the North – South expressway in the East as approved by Decision 140/QD-TTg of 21 January 2010. It will connect with La Son – Tuy Loan expressway section, and hence to Da Nang – Quang Ngai expressway section, and key economic zones in the Central Region. It will contribute to the effectiveness of the overall expressway axis, and ensure benefit to the provinces of Quang Tri, Thua Thien Hue in particular. Construction of the section will mitigate problems of regular flood, and a high rate of traffic accidents on the existing Highway 1A. A.6.3.2 Project Location - Starting point: Cam Lo (km 11 +922/Highway 9), Quang Tri Province - Ending point: La Son (km 4 + 500/ Provincial Road 14B, Thua Thien Hue Province. The project includes construction of link roads from Trieu Hai Farm (Quang Tri) to km 771 + 370 on Highway 1A. The project is located in Quang Tri and Thua Thien Hue provinces, and the alignment is shown on the following figure. 69 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Cam Lo – La Son Expressway 70 MINISTRY OF TRANSPORT Department of Planning and Investment A.6.3.3 Traffic Forecast The forecast traffic volume is shown in the following table: Unit: PCU / day and night No. Year 1 Traffic volume Average GDP growth rate High GDP growth rate 2015 20,391 20,445 2 2020 30,236 30,385 3 2025 39,242 39,458 4 2030 51,969 52,276 A.6.3.4 Scope and Technical Standards • Road type: Expressway type A • Design speed: 80 km/h • Cross section: four lane highway with width of road base B = 24 m A.6.4 Related Projects Related projects in the area include: - Project for extension of Highway 1A – Lang Co – La Son Section; - Ho Chi Minh Highway, La Son – Tuy Loan Section: under technical design - Report on investment of Ho Co Bi in Phong Dien District, Thua Thien Hue Province - Report on investment of Ho Ta Trach irrigation works in Ta Trach River, Huong Thuy District, Thua Thien Hue Province under the Program for Huong River water resources development - Thanh Tan spa and resort in Phong Son Commune, Phong Dien District, Thua Thien Hue Province - Hoa My Military areas, Phong Dien District and Thuy Phuong Military areas, Huong Thuy District, Thua Thien Hue Province. A.6.5 Content of the Project A.6.5.1 Road - New construction of expressway from Cam Lo – Quang Tri Province to La Son – Thua Thien Hue with four lane width and design speed of 80 km/h, width of road base B = 24 m. The total length of the route is 103 km. In the first stage, road, bridge and culverts will be constructed with four lane width, and in the second stage the road would be widened to six lanes. - Construction of road link from Trieu Hai Farm (Quang Tri) to km 771 + 370 on Highway 1A to road standard level III for mountainous area, with two lanes, and width of road base B = 9 m. Total length of the road link is 11.6 km. A.6.5.2 Interchanges - In the highway route, built 06 connected intersections and 07 directly connected intersection 71 MINISTRY OF TRANSPORT Department of Planning and Investment - On the link road at-grade intersections are planned. A.6.5.3 Structures - 49 bridges of which 10 large bridges; 33 medium bridges and 06 small bridges; A.6.5.4 Operation a. Tolling Closed tolling system. - toll gates, parking areas, service area and management center. - Intelligent Transport System (ITS) shall be applied in the route A.6.6 Technical details - For sections crossing flood prone areas, embankment slopes should be protected by XM precast concrete slab M200 with dimensions 40x40x5 cm up to the flood level plus 50 cm. In areas prone to regular flooding, slope of road base shall be consolidated by closed slab; unless otherwise, it shall be made of open slab. - Due to the mountainous terrain and varied geology, combined with high rainfall, deep cut slopes require use of solutions such as use of retaining walls, drainage ditches, hard facings, geotextile and vegetation (vetiver grass) in design. - ITS shall be applied in the whole route - Tunneling may be constructed by drill and blasting. A.6.7 Total Investment Estimated total investment for the Project is about 16.0 trillion Dong in which: Item Cost (Billion VND) + Construction and equipment 10,364 + Land acquisition and compensation 284 + Project Management, design consultancy and pre – construction works etc 43 + Other expenses 385 + Contingency 4,323 A.6.8 Preliminary analysis of feasibility of the Project (economic and financial aspects) The results of preliminary economic feasibility analysis are as follows. Indicator 1.Net present value (NPV) Unit Value Billion Vietnam Dong 597 2. Benefit / cost ratio (B/C) 3. Time for capital return 4. Internal economic rate of return (EIRR) 1.63 Years 24.4 % 12.31 A.6.9 Project Impact 72 MINISTRY OF TRANSPORT Department of Planning and Investment • Economic Impacts The Project will improve transport infrastructure to meet demand, and promote socio – economic development in the West of Quang Tri, Thua Thien Hue and Da Nang provinces. Jobs for local people will be created during both construction and operations phases. • Natural conditions - Air quality: during construction, earthworks and truck movement will give rise to dust; - Surface water quality: the expressway crosses the catchment areas of many rivers and streams. Erosion during construction may lead to reduced water quality... - Ecosystem: The road crosses many forested areas, especially plantations. Attention is required during the dry season to avoid forest fires. The route crosses areas which were sprayed with agent orange during the war against the US. • Social environmental impact - Productive land for economic crops such as sugar cane, pomelo, rubber and eucalyptus will be lost. - Employment of workers during construction will provide short term economic opportunities, but also risks such as local price inflation, pollution and health effects. A.6.10 Proposed Project owner (Investor) At present, there is no proposed investor for the Project. A.6.11 Sustainability of Project Cam Lo – La Son expressway is in the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008 and investment list for the period 2011 – 2015 of the Government. 73 MINISTRY OF TRANSPORT Department of Planning and Investment A.7 NORTH-SOUTH EXPRESSWAY, SECTION LA SON – TUY LOAN Project information is summarized based on the end-term report on investment preparation by Truong Son Survey Design Consultant Construction Co – Ministry of National Defense (Truong Son Consultant). A.7.1 Name of the Project North-South expressway – Section La Son – Tuy Loan. A.7.2 Background and necessity of the project In order to continue on the path of industrialization, urbanization and international integration, development of a network of modern core infrastructure is essential. Road transport especially the highway sector plays an important role in the industrialization and urbanization of the country. The country has two longitudinal highway axes; Highway 1A in the East and Ho Chi Minh Highway in the West. Due to increasing transport demand, some sections in Highway 1A have been expanded or bypasses constructed at residential areas, cities and towns. This includes section such as Bac Giang – Hanoi, Phap Van – Cau Gie – Ninh Binh – Thanh Hoa, Quang Ngai by-pass, Hue City by-pass and Ho Chi Minh City – Can Tho Section etc. Ho Chi Minh highway is the longitudinal axis in the West which has been constructed in the first stage from Hoa Lac to Ngoc Hoi with width of two lanes. However, because Vietnam is narrow in the Central region, the two axes may merge into one for the section from Ha Tinh to Da Nang. Construction of Cam Lo – La Son expressway will reduce congestion on Highway 1A, reduce the impact of regular flooding on Highway 1A which occurs during the rainy season, and enhance the socio – economic development of the whole country. A.7.3. Project Objectives, Scope and Location A.8.3.1 Project objectives Construction of La Son – Tuy Loan and Cam Lo – La Son expressway sections will form a high speed link on both the Ho Chi Minh Highway as well as the Eastern North-South Expressway. It will provide a connection to Da Nang – Quang Ngai Expressway, giving improved access to the key economic zones of the Central region. It will contribute to the effectiveness of the overall expressway axis, and ensure benefit to the provinces of Thua Thien Hue and Da Nang in particular. Construction of the section will mitigate problems of regular flood, and a high rate of traffic accidents on the existing Highway 1A. A.8.3.2 Project Location - Start point: La Son (km4+500/DT14B), Thua Thien – Hue Province. - End point: Tuy Loan, Da Nang City (km23+909, National Highway 14B) which is the start point of Da Nang – Quang Ngai Expressway. The Project includes construction of a link road from La Son (km 4+500/DT14B) to km849+000 on National Highway 1A. The route is located in Thua Thien Hue and Dang Nang City. The alignment is shown on the following figure. 74 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of La Son – Tuy Loan Expressway 75 MINISTRY OF TRANSPORT Department of Planning and Investment A.8.3.3 Traffic forecast The forecast traffic volume is shown in the following table. Unit: PCU/day and night Traffic volume Year Average GDP growth rate High GDP growth rate 2015 21,550 21,614 2020 34,211 34,401 2025 44,748 45,015 2030 59,659 60,033 A.8.3.4 Scope and Technical standards - Section La Son – La Hy and section Hoa Lien – Tuy Loan: • Road type: Expressway type B • Design speed: 80km/h • Cross section: 4-lane expressway with width of road base B = 24m. - Section La Hy – Hoa Lien: • Road type: Expressway type B • Design speed: 60km/h • Cross section: 4-lane expressway with width of road base B= 23m. A.7.4 Related Projects Related projects in the area include: - Da Nang – Quang Ngai Expressway (commenced detailed design). - Cam Lo – La Son Expressway - 500kV power line – branch No. 2 through Thua Thien Hue and Da Nang City. - Hoa Bac Military area located in Da Nang City. - Bach Ma National park. A.7.5 Content of the project A.7.5.1 Road - New construction of expressway from La Son located in Thua Thien Hue to Tuy Loan (start point of Da Nang – Quang Ngai Expressway) with four lane width, and design speed from 60 to 80 km/h, width of road base B = 23-24m. The expressway length is 79km of which 53km has design speed of 60km/h. - New construction of 4.7km link road from La Son (km4+500/DT14B) to km849+000 on National Highway 1A to road standard grade III for plain areas, with 2 lanes, road base width B = 12m. A.7.5.2 Interchanges 76 MINISTRY OF TRANSPORT Department of Planning and Investment - On the expressway, building 02 connected intersections and 06 in-line intersections. - On the link road at-grade intersections are planned. A.7.5.3 Structures - 66 bridges including 27 large bridges, 36 medium bridges and 03 small bridges. - 1 tunnel at Mui Trau with length 280m having 2 separate tunnels, one for each direction, each with width 11.8m. A.7.5.4 Operation - Toll gates, parking areas, service areas, management center. - On the expressway, there is an intelligent traffic system (ITS). A.7.6 Technical details - For sections crossing flood prone areas, embankment slopes should be protected by XM precast concrete slab M200 with dimensions 40x40x5 cm up to the flood level plus 50 cm. In areas prone to regular flooding, slope of road base shall be consolidated by closed slab; unless otherwise, it shall be made of open slab. - Due to the mountainous terrain and varied geology, combined with high rainfall, deep cut slopes require use of solutions such as use of retaining walls, drainage ditches, hard facings, geotextile and vegetation (vetiver grass) in design. - ITS shall be applied in the whole route - Tunneling may be constructed by drill and blasting. A.7.7 Total investment Estimated total investment for the Project is about 15.3 trillion Dong in which: Item Cost (billion VND) + Construction and equipment 10,382 + Land acquisition and compensation 415 + Project management 43 + Construction consultancy: 579 + Other expenses 417 + Contingency 3,432 A.6.12 Preliminary analysis of project feasibility (economic and financial) The results of preliminary economic feasibility analysis are as follows. Indicator 1.Net present value (NPV) Unit Billion dong 2. Benefit / cost ratio (B/C) 3. Time for capital return 4. Internal economic rate of return (EIRR) Value 597 1.63 Year 24.4 % 12.31 77 MINISTRY OF TRANSPORT Department of Planning and Investment A.7.8 Project Impact • Economic impact The Project will improve transport infrastructure to meet demand, and promote socio – economic development in the western area of Thua Thien Hue and Da Nang provinces. Jobs for local people will be created during both construction and operations phases. • Natural conditions - Air quality: during construction, earthworks and truck movement will give rise to dust; - Surface water quality: the expressway crosses the catchment areas of many rivers and streams. Erosion during construction may lead to reduced water quality... - Ecosystem: The road crosses many forested areas, especially plantations. Attention is required during the dry season to avoid forest fires. The route crosses areas which were sprayed with agent orange during the war against the US. • Impact on social environment - Productive land area for economic crops such as sugar cane, Artocarpus Heterphyllus, Citrus Grandis Osbek, rubber trees and Eucalyptus Camaldulensis Dehn, etc. will be lost. - Employment of workers during construction will provide short term economic opportunities, but also risks such as local price inflation, pollution and health effects. - Traditional culture of local ethnic groups may be affected when contacting new cultures and lifestyle. • Impact on cultural heritage and tourism - Bach Ma Nature Reserve has biodiversity value and both a site for tourism and scientific research on environmental ecology. The project will provide improved access for tourism. A.7.9 Proposed Project owner (Investor) At present, there is no proposed investor for the Project. A.7.10 Project’s stability Cam Lo – La Son expressway forms part of the Ho Chi Minh Highway approved by the Government under Decision 242/QD-TTg of 15 February 2007. In addition, this expressway section was approved for detailed planning as part of the Eastern North-South Expressway approved by the Government under Decision 140/QD-TTg of 21 January 2010. 78 MINISTRY OF TRANSPORT Department of Planning and Investment A.8 NORTH-SOUTH EXPRESSWAY, SECTION QUANG NGAI – QUY NHON Project information is summarized based on the project Proposal by 533 Construction Consultant Joint Stock Company prepared in 2009. A.8.1 Name of the Project North-South Expressway project – Section Quang Ngai – Quy Nhon. A.8.2 Background and necessity of the project At present, the national highway network in the Central region, connecting provinces from Da Nang- Quang Ngai – Binh Dinh – Khanh Hoa relies almost entirely on the north-south axis of National Highway 1A which has width of 2 lanes. With economic development, National Highway 1A becomes more and more of a constraint to efficient transport. This will apply particularly to the section Quang Ngai – Quy Nhon once Da Nang – Quang Ngai expressway becomes operational by 2020. Under Decision 1290/QD-TTg of 26 September 2007 the Government issued a national list of projects, inviting foreign investment for the period of 2006-2010, and by Decision 412/QDTTg of 11 April 2007 the Prime Minister approved an investment list of projects for key and essential infrastructure targeted by 2020. The North-South Expressway is expected to be completed before 2020. A.8.3 Project Objectives, Scope and Location A.8.5.1 Project Objectives Construction of Quang Ngai – Quy Nhon which will connect with Da Nang – Quang Ngai expressway, serving the socio-economic development of the key economic zone in the Central region and forming part of the Eastern North-South Expressway. A.8.5.2 Project Location - Start point: km 0 + 000 corresponding to the end point of Da Nang – Quang Ngai Expressway at km130+305 (Da Nang – Quang Ngai expressway chainage), located 1km south of DT625. - Project end point has intersection with Quy Nhon – Plei Ku Expressway and intersection with National Highway No. 19 at km28+815. The route crosses Quang Ngai and Binh Dinh provinces, and the alignment is shown on the following figure. 79 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Quang Ngai – Quy Nhon Expressway 80 MINISTRY OF TRANSPORT Department of Planning and Investment A.8.5.3 Traffic Forecast The forecast traffic volume is shown in the following table. Unit: CPU/day and night Year Traffic volume 2016 3,036 2020 4,445 2025 8,101 2030 16,111 2035 33,110 A.8.5.4 Scope and Technical Standards • Road type: Expressway type A • Design speed: 80km/h-100km/h (80km/h for sections in steep terrain). • Cross section: 4-lane expressway with width of road base B = 25-25.5m (road base width of 25m for design speed of 80km/h). A.8.4 Related Projects Related projects in the area include: - Da Nang – Quang Ngai Expressway (commenced detailed design) - North-South Express Railway - Quy Nhon – Plei Ku expressway - National Highway No. 19 Upgrading and Improvement project - Existing Hanoi – HCMC (Reunification) Railway A.8.5 Content of the project A.8.5.1 Road - New construction of expressway from end point of Da Nang – Quang Ngai expressway at km130+305 (Da Nang – Quang Ngai expressway chainage), located 1km south of DT625 to km28+815 on National Highway No. 19. - The expressway length is approximately 153.9 km of type A expressway, design speed from 80km/h to 100km/h and road base width B = 25m – 25.5m. A.8.5.2 Interchanges Five grade separated interchanges are planned for the route. 81 MINISTRY OF TRANSPORT Department of Planning and Investment No. Location Type Crossing road District National Highway No. 24 Mo Duc District, Quang Ngai Province 1 km 30+ 000 Half clover 2 km 54+500 Trumpet Provincial road Duc Pho District, Quang Ngai Province 3 km94+ 240 Trumpet Provincial road Hoai Nhon District, Binh Dinh Province 4 km 132+650 Half clover DT630 Phu Cat District, Binh Dinh Province 5 km 132 + 650 Half clover DT634 Phu Cat District, Binh Dinh Province A.8.5.3 Structures - 64 river bridges with total length of 4,099m. - 15 types of overpasses with total length of 4,137m. - Underpasses for local roads / pedestrian movement A.8.5.4 Operation Toll gates, parking areas, service area and management center. On the expressway, there is an intelligent traffic system (ITS). A.8.6 Technical details - The highway will mainly run on embankment. Sections crossing flood-prone areas will be built to a suitable elevation and the slopes protected against erosion. For sections in steep terrain, it may be necessary to build the carriageways on separate alignments to reduce construction cost... - Pavement will be class A1, asphalt concrete with roughness layer, elastic modulus Eyc > = 200 MPa. Cement stabilized base course is proposed. - Bridge works in the route use PC I girders; concrete box girders. Major structures are An Lao bridge (crossing An Lao and Kim Son rivers) with span arrangement 3x33+(56+90+56)+4x33, Kim Son bridge with span arrangement 56+90+56 and Song Con Bridge with span arrangement 5x33+(56+3x90+56)+5x33 each with concrete box girder constructed by balanced cantilever method. - The overpasses will mainly use prestressed reinforced concrete I-girders, and cast in situ prestressed reinforced concrete box girder. - Intelligent traffic system is applied on the whole highway express line from Quang Ngai to Quy Nhon. 82 MINISTRY OF TRANSPORT Department of Planning and Investment A.8.7 Total investment Estimated total investment for the Project is 30,022 billion Dong. Item Cost (Billion VND) 1. Construction and equipment 18,203 2. Land acquisition and compensation 3,856 3. Project Management, design consultancy etc. 2,730 4. Contingency 5,233 Total Investment 30,022 A.8.8 Primary feasibility analysis of the Project Indicator 1.Net present value (NPV) Unit Billion dong 2. Benefit / cost ratio (B/C) Value 360 1.119 3. Time for capital return Year 4. Internal economic rate of return (EIRR) % 23 13,03 A.8.9 Project Impact • Economic impact Implementation of the project will considerably improve transport infrastructure in the affected provinces, and help in meeting road transport demand. This will promote socioeconomic development both at a local and national scale, and will contribute to poverty reduction in the central region. • Natural environment - Air quality: earthworks and transport of materials risk causing dust nuisance. - Surface water quality: the road crosses many rivers and streams, and earthworks and materials transport during construction risks causing increased turbidity of water courses. - Scour and erosion: cut slopes formed by the construction will lead to increased risk of erosion, washout, and slope stability problems. • Impact on social environment - Productive land for economic crops such as sugar cane, jack-fruit, rubber and eucalyptus will be lost. - The road generally runs through foothills and wet rice paddies. It has the potential to affect local communities through separation of communities; separating of the community from facilities such as markets, medical centers; Separating farmers from their fields, students from schools etc. - Employment of workers during construction will provide short term economic opportunities, but also risks such as local price inflation, pollution and health effects. 83 MINISTRY OF TRANSPORT Department of Planning and Investment A.8.10 requirements about capacity of investor who is expected to assigned to implement the project, including finance capacity At current, there is no expectation about the investor for implementing project. A.8.11 Proposed Project owner (Investor) At present, there is no proposed investor for the Project. A.8.12 Sustainability of the project The Quang Ngai – Quy Nhon expressway is in the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008, and in the Prime Minister’s approval of the detailed planning of the North South Expressway Decision140/QDTTg of 21 January 2010. The project is also in the Government list of projects calling for investment in period 2011-2015. 84 MINISTRY OF TRANSPORT Department of Planning and Investment A.9 NORTH-SOUTH EXPRESSWAY, SECTION QUY NHON-NHA TRANG Project information is summarized based on the detailed planning of North-South Expressway – Eastern side approved by the Prime Minister in Decision 140/QD-TTG of 21/01/2010. A.9.1 Name of the Project North-South Expressway section Quy Nhon - Nha Trang. A.9.2 Background and necessity of the project The road network in the Central region, connecting the provinces from Da Nang - Quang Ngai - Binh Dinh - Khanh Hoa has only one north-south route, National Highway 1A, which is a 2-lane highway. Continued economic development of the region and the country is leading to increased transport demand, and pressure on National Highway No.1. Detailed design of the Da Nang – Quang Ngai expressway has commenced, and a project proposal has been made for Quang Ngai – Quy Nhon section. The current project forms the next section of expressway. A.9.3 Project Objective, Scale and Location A.9.5.1 Project Objectives To form the next expressway section connecting with Quang Ngai - Quy Nhon section, in order to promote economic and social development of the Central key economic region and to contribute to completion of the North - South expressway - Eastern side. A.9.5.2 Project Location - start point: connecting with the end point of Quang Ngai – Quy Nhon Expressway. - end point: intersection with provincial road 65-22 (provincial road 2), at Dien Tho, Dien Khanh, Khanh Hoa Province. The total length is about 215 km passing the provinces of Binh Dinh, Khanh Hoa, and Phu Yen. The alignment is shown in the following figure. 85 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Quy Nhon – Nha Trang Expressway 86 MINISTRY OF TRANSPORT Department of Planning and Investment A.9.5.3 Traffic Forecast According to the detailed planning of the North – South Expressway, Quy Nhon- Nha Trang section has a forecast traffic volume in 2030 of 29,103 PCU/day and night. A.9.5.4 Scope and Technical Standards • Road type: Expressway type A • Design speed: 80 km/h -100 km/h (80km/h for sections in steep terrain. • Cross section: 4-lane expressway with width of road base B=25m-25.5m (road base width 25m for design speed of 80 km/h) A.9.4 Related Projects Related projects in the area include: - Quang Ngai – Quy Nhon express highway. - North – South high-speed railway. - Existing Hanoi – HCMC (Reunification) Railway A.9.5 Content of the Project A.9.5.1 Road New construction of expressway from the end point of Quang Ngai – Quy Nhon expressway to Nha Trang. The length is about 215 km of type A expressway type, design speed 80km/h – 100 km/h, base width B = 25m-25.5m. A.9.5.2 Interchanges Eight grade separated interchanges are planned for the route. No. Name Crossing road 1 Start point interchange Quy Nhon – Pleiku expressway 2 Van Canh interchange 3 Provincial road 642 interchange Provincial road 642 4 Provincial road 643 interchange Provincial road 643 5 National highway 25 interchange National highway 25 6 Interchange with planned road Planning road 7 Van Gia interchange Planning road 8 National highway 26 interchange National highway 26 A.9.5.3 Structures - River bridges, overpasses at crossing road and at interchanges. - Underpasses for local roads / pedestrian movement A.9.5.4 Operation Toll gates, parking areas, service area and management center. 87 MINISTRY OF TRANSPORT Department of Planning and Investment To arrange intelligent traffic system (ITS). A.9.6 Total investment Estimated total investment for the Project according to the recommended plan is 35,905 billion Dong. A.9.7 Schedule It is hoped to complete Quy Nhon – Nha Trang expressway section before 2020. A.9.8 The stability of project Project of North – South Expressway , section Quy Nhon – Nha Trang is in the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008, and in the Prime Minister’s approval of the detailed planning of the North South Expressway Decision140/QD-TTg of 21 January 2010. 88 MINISTRY OF TRANSPORT Department of Planning and Investment A.10 NORTH-SOUTH EXPRESSWAY, SECTION DAU GIAY-PHAN THIET Information of the project is summarized based on the draft final report on investment project formulation jointly prepared by ALMEC Company (Japan) and Transport Engineering Design Incorporated (TEDI) in 2010. A.10.1 Name of the Project Dau Giay-Phan Thiet Expressway construction investment project A.10.2 Background and necessity of the project Completion of the Dau Giay-Phan Thiet Expressway would create an expressway running from Phan Thiet to Can Tho, linking the Central Region and the Southern key Economic zone. It would shorten the distance and reduce the journey time from Ho Chi Minh City to the provinces and central tourism areas of the South Central Coast (Binh Thuan, Ninh Thuan, and Nha Trang) which are rapidly growing tourist destinations. It would create an improved investment climate for the Central Region, meet transport demand for passenger and goods between the key area of the Southern key Economic zone and the Southeast Region and Central Coast. It would create favorable conditions for acceleration of establishment and development of industrial zones, and marine ecotourism areas in Binh Thuan, Ninh Thuan and Khanh Hoa. Completion of the project would result in an expressway with length around 400km from Phan Thiet to Can Tho and linking the major economic centers, air, rail and port hubs of the Southern Key economic zone. It is an important factor in improving connectivity and supporting socio-economic development of the Central Region and the Southern Region. A.10.3 Objectives, scope and location of the project A.10.3.1 Project Objectives Objectives of the establishment of Dau Giay-Phan Thiet Expressway are: to reduce journey times from Ho Chi Minh City to tourist areas on the South Central Coast; to overcome traffic congestion and reduce traffic accidents on National Highway No.1A (NH1A); to meet demand for transport of passengers and goods between the key area of the Southern key Economic zone and the Southeast Region and Central Coast; to create favorable conditions to accelerate establishment and development of industrial zones, marine ecotourism areas of Binh Thuan, Ninh Thuan and Khanh Hoa; create favorable conditions to improve the finish and step-by-step implementation of the transport plan defined in the Vietnam Expressway Network Master Plan for 2020 and vision toward 2030. A.10.3.2 Project Location - Start point: km43+125.64 of Ho Chi Minh City-Long Thanh-Dau Giay Expressway. - End point: crossing point on road from NH1A to My Thach (Ba Bau), about 2.58km from NH1A. The project is located in Dong Nai and Binh Thuan provinces. The alignment is shown in the following figure. A.10.3.3 Traffic Forecast Forecast traffic volume for the case of with the project, and the case without the project are shown below. 89 MINISTRY OF TRANSPORT Department of Planning and Investment Unit: Thousand PCU / day and night) Toll Fee Year Scenario Dong Nai Province Binh Thuan Province (US Cent / PCU-km) Road 5 Expressway 11-27 14 5 NH1 9-13 5-6 Without project 5 NH1 17-25 17 With project 5 Expressway 36-38 41-42 5 NH1 16-28 8 Without project 5 NH1 43-52 44-45 With project 10 Expressway 25-32 27-30 10 NH1 25-30 17 10 Expressway 40-51 42 10 NH1 44-51 10 Expressway 22-32 52-53 10 NH1 41-52 9-11 Without project 10 NH1 36-49 38-40 With project 15 Expressway 26-32 40-45 15 NH1 ??? 12-15 15 NH1 40-51 35-37 With project 2004 2020 2020 Without project With project 2030 2030 Without project 90 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Dau Giay – Phan Thiet Expressway 91 MINISTRY OF TRANSPORT Department of Planning and Investment A.10.3.4 Scope and Technical Standards • Road type: Expressway type A • Design speed: 120km/h • Cross-section: First phase 4 lane highway with width of road base B = 25.5 – 27.5 m. Final phase 6 lane highway width of road base B = 33m – 35m. A.10.4 Related Projects - Ho Chi Minh City – Long Thanh –Dau Giay Expressway is under construction - North-South railway - Planned irrigation works such as: Vong River Dam, Dams at: Gia Mang, Gia Ui, Oi Stream. Gieng River, Dinh River, Phan River, Ta Mon, Tan Lap, Du Du, etc. - Planned 500kV transmission lines such as Phu My-Song May line, Vanh Tan-Song May line. A.10.5 Content of the project A.10.5.1 Road - Construction of expressway from Dau Giay to Phan Thiet, length about 98.7km, with 6 lanes. In the first stage 1, construct 4 lanes only. A.10.5.2 Interchanges A total of 7 interchanges are planned on the route. Summary of Interchanges No. Mile Intersection type Road 1 km0+000 Trumpet Ho Chi Minh city-Long Thanh-Dau Giay Expressway 2 km14+416.64 Trumpet National Highway 56 3 KM 19+581.11 Trumpet Road to Vong River Dam 4 km29+539.64 Trumpet Provincial road 765 5 km36+002.70 Double Trumpet 6 km60+911.38 Trumpet Provincial road 765 7 km70+893.03 Trumpet National Highway 55 NH1A A.10.5.3 Structures - 15 river bridges with total length 640.1km - 12 overpasses at interchanges with total length 1,044 m - 19 overpasses - 15 underpasses for pedestrians and light traffic. A.10.5.4 Operation a. Tolling 92 MINISTRY OF TRANSPORT Department of Planning and Investment Closed tolling system. - 2 throughway toll gates and 6 toll gates at interchanges. - 6 toll management offices (one as operation and management building/ control center) b. Intelligent Transportation Systems (ITS) Intelligent Transportation Systems (ITS) is applied c. Administration Center and service areas - 1 operation and maintenance center at the intersection with NH1A - 1 service area at km51+500 - 2 rest areas A.10.6 Technical details - Pavement is deepened, embanked, consolidated slope for avalanche and erosion protection. - Pavement will be asphalt concrete with roughness layer, elastic modulus Eyc ≥ 210MPa. - Bridge works use mainly PC I girders, beam-lab bridges for river crossings, and frame and box-girder spans for intersection bridges. - ITS is applied for the expressway line A.10.7 Total investment Estimated total investment for the Project is about 22.5 trillion Dong. Unit: Billion VND No. Item I Construction and equipment 9,662 II Land acquisition and compensation 2,090 III Project management, consultancy and other costs 1,449 274 1,723 IV Contingency 2,778 525 3,303 15,987 2,627 18,605 2,410 1,549 3,959 18,388 4,176 22,564 Total Investment (excluding loan interest) V Loan interest in the construction phase Total Investment (including loan interest) Stage 1 Stage 2 Total 1,827 11,489 2,090 A.10.8 Preliminarily analysis of project feasibility (economic and financial) 93 MINISTRY OF TRANSPORT Department of Planning and Investment - Results of calculating EIRR of the project for each scenario are as follows: Scenario 1 Scenario 1 Scenario 2 14,5% 13,4% 12,3% - Results of calculating FIRR of the project for each scenario are as follows: Scenario 1 Scenario 2 Scenario 3 7,4% 9,3% 8,2% A.10.9 Project Impact • Positive impacts - Road construction will bring direct benefit for road users of 4 provinces/cities Ho Chi Minh City, Dong Nai, Binh Thuan and Phan Thiet. Over 11 million people will benefit from the project. The project is expected to give positive impact and contribution to the long-term economic growth of provinces/cities, and of the country, bringing improved standard of living to people in the project affected area. - Main benefits of the project are reduction of transportation cost, and improved economic exchange and movement within the project area. - The project is expected to create improved access to markets, improved communications and provision of materials serving agricultural production. It will create investment opportunities and employment, making a contribution to increased income of residents in the project area. It will have a positive impact on women through improved access to markets, education and essential services. - The project will create employment particularly during the construction phase, assisting poverty reduction for households near the project. - Main social benefits include developing commerce and markets, creating an opportunity for women to participate in productive activities, purchase and trade of goods and services. • Negative impacts - Land acquired for the project will require the removal and resettlement of 172 households, together with the loss of residential land, agricultural land and income sources of affected households. Other potential negative impacts include impact on health, and social impact due to the influx of workers during construction. A.10.10 Proposed Project owner (Investor) The project promoter is Bitexco which is a private Vietnamese company. Following the results of previous studies, Dau Giay – Phan Thiet Expressway project has been considered suitable for implementation under the PPP mechanism, and selected as a pilot project for implementation. This has required development of mechanisms for assessment of project market value, viability gap funding mechanism, and a competitive method for selection of the investor and pricing which is being carried out with the support of the World Bank. A.10.11 Schedule Estimated date for opening to traffic is 2016. 94 MINISTRY OF TRANSPORT Department of Planning and Investment A.10.12 Sustainability of the project North – South Expressway, section Dau Giay – Phan Thiet is in the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008 and Decision140/QD-TTg of 21 January 2010. 95 MINISTRY OF TRANSPORT Department of Planning and Investment A.11 IMPROVEMENT AND UPGRADING OF NATIONAL HIGHWAY NO.1A, LA SON - LANG CO SECTION AND PHU GIA - PHUOC THUONG HIGHWAY TUNNEL Information of the project is summarized based on the project proposal report prepared by TEDI in 2010. A.11.1 Name of the Project Project for improving and upgrading National highway No.1A, La Son-Lang Co Section and Phu Gia-Phuoc Thuong highway tunnel. A.11.2 Context, necessity of the project At present NH1A, La Son-Lang Co Section has 2 lanes with sections through 02 mountain passes at Phu Gia and Phuoc Thuong, leading to congestion on the steep inclines, a high rate of traffic accidents, and long journey times on the road. According to Vietnam Road Transportation Development Plan for 2020 and vision toward 2030 approved by Prime Minister in Decision 1327/QD-TTg of 28 August 2004, “National highway No.1 from Huu Nghi Quan (Lang Son) to Nam Can (Ca Mau) is 2,434 km long and should be upgraded to standard level III with 2 lanes; with expansion of some sections with high traffic flow to standard level II with 4 lanes; replacement of all weak bridges; construction of by-passes to urban areas; and completion of highway tunnels at Phu Gia and Phuoc Thuong passes (Thua Thien Hue), and Ca pass (Phu Yen)”. On 10 October 2007, the Ministry of Transport received Document 7032/VPCP-CN of the Government Office on investment for the project of improving and upgrading National highway no.1A, La Son-Lang Co Section and Phu Gia-Phuoc Thuong highway tunnel under the form of a BOT contract, and the Prime Minister approved the policy of using Phu Bai toll gate to recover the invested capital. In implementation of the instruction of Deputy-Prime Minister Hoang Trung Hai and in accordance with Decree 108/2009/ND-CP, the Ministry of Transport issued Decision 4107/QD-BGTVT of 26 December 2007 and assigned the Directorate for Roads of Vietnam to sign a BOT contract of the project for improving and upgrading National highway No.1A, La Son-Lang Co Section and Phu Gia-Phuoc Thuong highway tunnel, and to implement formulation of the project proposal. A.11.3 Objectives, scope and location of the project A.11.3.1 Project Objectives The objective is to improve and upgrade National highway no.1A, La Son-Lang Co Section and construct two highway tunnels to improve traffic safety and remove the bottlenecks at the mountain passes. Implementation of the project will contribute to socio-economic development of Thua Thien –Hue Province in particular, and of the Central Key Economic Zone in general. It will promote trade and tourism between the central areas of Hue and Da Nang (Hue imperial city, Chan May-Lang Co Port, Hoi An, Da Nang Port), and improve the potential for tourism development of the area. A.11.3.2 Project Location - Start point: there are two options for the location of the start point: + Option 1: km838+300 (NH1A), at the end of the 4-lane section in Phu Bai Town. + Option 2: km848+900 (NH1A), La Son three-way crossroads between NH1A and DT15. 96 MINISTRY OF TRANSPORT Department of Planning and Investment - End point: km886+700/NH1A, at the start of the 4-lane section in Lang Co Town, Thua Thien-Hue Province. Length of the alignment for Option 1 is 48.4 km, and 37.8 km for Option 2. The project is located in the province of Thua Thien-Hue. A.11.3.3 Traffic Forecast The forecast traffic volume in La Son – Lang Co section is shown in the following table. (Unit: PCU/day and night) No. Type of vehicles 2006 2010 2015 2020 2025 2030 1 Light truck 663 1,018 1,507 2,231 3,237 4,696 2 Medium truck 748 024 2,576 4,420 5,555 7,201 3 Heavy truck 428 1,157 1,472 2,526 3,175 4,116 4 Heavy truck >3 axles 171 463 589 1,011 1,270 1,646 5 Car 796 1,752 2,837 4,930 8,107 13,565 6 Small passenger car 882 1,583 2,137 3,095 4,240 5,913 7 Large passenger car 838 1,195 1,750 2,562 3,692 5,318 8 Motorbike 1,415 2,079 2,653 3,386 3,739 4,128 5,940 11,269 15,520 24,162 33,015 46,583 Total 97 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of NH1A La Son – Lang Co Highway Improvement 98 MINISTRY OF TRANSPORT Department of Planning and Investment A.11.3.4 Scope and Technical Standards • Road type: Highway level II - Plain • Design speed: 100km/h. For Phuoc Thuong and Phu Gia Tunnels, design speed is 80km/h (equal to road level II, plain) • Cross section: - Section before Phu Gia tunnel: widening of NH1A to 4 lanes for motorized traffic, 2 simple lanes (each 5.5 m wide), sidewalk, B = 54m. In Stage 1, upgrade and expand NH1A with 4 lanes for motorized vehicles, 2 simple lanes (each 2.5 m wide), sidewalk, B = 22.5m. - Section though Lang Co tourism area (end of Phu Gia tunnel to start of Hai Van tunnel): Widening to 4 lanes for motorized traffic, B = 36m. In Stage 1, upgrade and expand to 4 lanes for motorized traffic, 2 simple lanes (each 2.5 m wide), sidewalk, B = 22.5m. A.11.4 Related Projects Related projects in the area include: - North South Expressway, Cam Lo-Da Nang Section - La Son-Nam Dong Road - Chan May-Lang co economic Zone - Industrial zones such as Phu Bai, Phong Dien, Tu Ha - Bach Ma Eco-tourism area A.11.5 Content of the Project A.11.5.1 Road Improve, upgrade and expand NH1A (2 lanes) from km838+300 to km886+700 (starting at the end of the 4-lane section in Lang Co Town, Thua Thien-Hue Province) to standard Level II with 4 lanes for motorized traffic, 2 simple lanes (each 2.5 m wide), sidewalk. Total length is 48.4km. A.11.5.2 Intersections Intersections in the project are at-grade intersections. A.11.5.3 Structures - Widening of 11 river bridges, of which 1 large one, 9 medium ones and 4 small ones. - 8 new river bridges, of which 3 medium ones and 5 small ones. - 1 bridge carrying the railroad and NH1A (km868+550) with length 359.4m. - 2 tunnels: Phuoc Thuong Tunnel (km 870+705) with length 400m, Phu Gia tunnel (km 883+270) with length 500m each with a separate tunnel for each direction, each tunnel with width 11.5m. In stage 1, it is possible to single tunnels carrying two-way traffic. A.11.5.4 Operation According to State policy, the project will use toll revenue from Phu Bai toll gate to recover capital. Phu Bai toll gate location may be adjusted or removed, with possible construction of a new toll gate close to Phu Gia tunnel or Phuoc Thuong tunnel. 99 MINISTRY OF TRANSPORT Department of Planning and Investment A.11.6 Technical details - For tunnel works, single two-way tunnels are to be constructed in stage 1, and additional tunnels constructed to carry one-way traffic in stage 2. Tunnel construction is by drill and blast method and NATM. - Main span structure of throughway bridges is PC girder, and the road / rail bridge at km868+550 has span arrangement 39.15+7×40+29.15 with super tee girders. Pavement will be class A1 asphalt concrete, elastic modulus Eyc ≥ 210MPa. Eyc ≥ 160Mpa. A.11.7 Total investment Estimated total investment for the Project according to various options is as follows: Unit: Million VND No. Investment solution Total investment (billion VND) Investment content 1 Solution 1 3,524 Full investment – full length of project – 4-lane tunnel - newly constructed bridges 2 Solution 2A 2,952 Full length of project – 2-lane tunnel - newly constructed bridges 3 Solution 2B 2,885 Full length of project – 2-lane tunnel - newly constructed bridge for expanded section, retaining existing bridges 4 Solution 3 2,470 Not construct 10km beginning section - 2 lane tunnel - newly constructed bridges for expanded section, retaining existing bridges 5 Solution 4 1,081 Construct 2 highway tunnels, 2-lane tunnels, tunnel approaches 1,451 Construct 2 highway tunnels, 2-lane tunnels, tunnel approaches, and connecting section between two highway tunnels. 6 Solution 5 A.11.8 Preliminary feasibility analysis of the Project (economic and financial) Because scope and total investment of solutions 2a and 2b have negligible difference, solution 2a can be used for calculation. - Analysis results of economic efficiency of solutions are as follows: Indicators PA-1 PA-2a PA-3 PA-4 PA-5 Net present value NPV (billion dong) 123,457 450,865 386,259 206,044 87,846 Economic Internal Rate of Return E-IRR (%) 12.27 13.16 13.19 13.43 12.47 Capital recovery time T (year) 29.11 25.04 24.93 23.93 28.29 100 MINISTRY OF TRANSPORT Department of Planning and Investment Benefit/Cost ratio (B/C) 1.03 1.15 1.15 1.18 1.06 - Analysis result of financial efficiency of solutions are as follows: Indicators PA-1 PA-2a PA-3 PA-4 PA-5 Net present value NPV (billion dong) -3,510,616 -2,823,402 -2,228,005 -503,611 -946,743 5.69% 3.77% 0.63 0.47 Financial Internal Rate of Return FIRR (%) Benefit/Cost ratio (B/C) 0.2 0.23 0.28 A.11.9 Project Impact a) Efficiency of the project for Investor In accordance with regulations of Vietnamese Government Decree 108/2009/ND-CP, BOT Investors receive the following support and incentives: + corporate income tax incentives as stipulated by legislation on corporate income tax. + Goods imported for implementing their projects are entitled to preferences under legislation on export duties and import duties. + exemption from land use fees with respect to the area of land assigned by the State; or will be exempt from land rental for the whole duration of implementation of its project. + Project Execution Enterprises shall be facilitated full and suitable collection of revenue and legal fees from operation of the project. If necessary, Enterprises can require the state owned authorities to support toll collection or other revenue from project business. + Investors can partially or totally transfer rights and obligations in accordance with the Project Contract. + Competent authorities and foreign investors can agree the use of foreign law as the governing law for the following cases: a) Project Contract; b) Contracts for which the performance is guaranteed by competent authorities. This is provided that such agreements are not contrary to the provisions of Vietnamese law. b) Socio-economic, environmental and social impacts of the project to industries, sectors and localities • Economic Impact Opportunities for tourism, industrial development. Industrial and urban development will be promoted due to the improved transport infrastructure. Employment opportunities will attract unskilled workers in the region. • Natural conditions - Existing drainage network will be altered - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is a risk of localized pollution, of social, cultural impacts, and effect on agricultural production. 101 MINISTRY OF TRANSPORT Department of Planning and Investment • Impacts on industries, sectors and localities - To develop inter-regional transport; - To develop inter-regional transport; - To meet the demand for transport in the local area; - To connect industrial zones, sea ports, cultural and economic centers; - To support and speed up the socio – economic development of Vietnam and the region; - To reduce journey time and accidents; A.11.10 Proposed Project owner (Investor) The Project shall be implemented by a BOT Investor. - Capital shall be arranged by investors for the execution of the Project; capital can be mobilized from many sources in accordance with Vietnamese Law; equity of investor shall be not lower than the amount specified in Article 5 of Decree 108/ND-CP for Projects with total investment over 1,500 Billion Vietnam Dong; - For projects with total investment capital up to 1,500 Billion Vietnam Dong, the ratio of equity of the Project Enterprise must not be lower than 15% of the capital. - For projects with total investment capital over 1,500 Billion Vietnam Dong, the ratio of equity of the Project Enterprise shall not be lower than 10% of the capital. - Contractor shall be obliged to mobilize investment capital under the Contract to meet the agreed Project schedule. - Total capital of the State for this Project shall not exceed 49% of Investment capital of the Project. A.11.11 Schedule Preparation for investment and construction are expected to be completed early 2014. Commencement of works is expected to be in the second quarter, 2012. A.11.12 Sustainability of the project The project is listed in “Vietnam Road Transportation Development Plan for 2020 and vision towards 2030” approved by the Prime Minister in Decision 1327/2002/QD-TTg of 24 August 2009. 102 MINISTRY OF TRANSPORT Department of Planning and Investment A.12 DAU GIAY- DA LAT EXPRESSWAY Project information is summarized based on the investment planning report prepared by TEDI in 2010. A.12.1 Name of the Project Dau Giay – Lien Khuong Highway. A.12.2 Background and necessity of the project Day Giay – Da Lat highway is one of 7 routes planned for investment on the national highway network in the South according to the expressway network plan approved by the Prime Minister in Decision 1734/QD – TTg of 01 December 2008. Ho Chi Minh city – Long Thanh – Dau Giay expressway is currently under construction and Dau Giay – Phan Thiet and Bien Hoa – Vung Tau expressways are under investment planning. Therefore, to improve connectivity between Lam Dong, Dong Nai, Ho Chi Minh city, and Vung Tau; and links between the Southern area and Tay Nguyen it is proposed to invest in construction of Dau Giay – Da Lat expressway. This would help achieve the State’s objectives for “Construction of a complete and reasonable highway road network, meeting the demands of long-term development of the country in order to become an primarily industrial country by 2010”. National Highway No.20 has poor alignment and is constrained by high slopes; hence overtaking on the 2-lane road is dangerous leading to long journey times and a high level of accidents. To improve the situation, the section from Lien Khuong airport to the foot of Prenn mountain has been upgraded to 4 lanes with length 19.2 km as a BOT project on June 2008. However, to meet the requirements of increasing traffic and to provide a uniform standard of highway on the network, completion of Dau Giay – Da Lat expressway is necessary. A.12.3 Project Objectives, Scope and Location A.12.3.1 Project Objectives Construction of highway from Dau Giay (connecting with Ho Chi Minh city – Long Thanh – Dau Giay expressway) to Da Lat providing a high speed link between Ho Chi Minh city and Da Lat, and to the Tay Nguyen area; To improve transport connection with urban areas along National Highway No. 20 to serve the development of area’s economy and society. A.12.3.2 Project Location - Start point: About km 1829 + 500 on National road 1A (National Highway No.1A), at the end point of Ho Chi Minh city – Long Thanh – Dau Giay expressway, about 2.7km north of Dau Giay (in Xuan Thanh commune, Thong Nhat district, Dong Nai province). - End point: About km 208 + 250 on the highway from Lien Khuong airport to the foot of Prenn Mountain, Lam Dong province. The alignment is located in Dong Nau and Lam Dong provinces. The alignment is shown in the following figure. A.12.3.3 Traffic Forecast The forecast traffic volume is shown in the following table. 103 MINISTRY OF TRANSPORT Department of Planning and Investment Unit: PCU / day and night No. Year 1 Traffic volume Dau Giay – Bao Loc Bao Loc – Lien Khuong 2015 13,474 9,290 2 2020 18,370 17,636 3 2025 23,782 22,946 4 2030 30,788 38,038 5 2035 39,790 44,056 A.12.3.4 Scope and Technical Standards • Type of road: Expressway type A • Design speed: 120km/h, and 80-100km/h for sections at Chuoi Mountain, Bao Loc Mountain • Cross section: 4 lanes, width of road base B = 27.5m. A.12.4 Related Projects Related projects in the area include: - Ho Chi Minh city – Long Thanh – Dau Giay expressway - Dau Giay – Phan Thiet expressway - National Highway No. 20, 27, 28 upgrading and improvement project - North – South high speed railway project - Phan Rang – Thap Cham – Da Lat railway line - Da Lat – Ninh Thuan railway line - Lien Khuong airport 104 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Dau Giay – Dalat Expressway 105 MINISTRY OF TRANSPORT Department of Planning and Investment A.12.5 Content of the Project A.12.5.1 Road New construction of expressway from Dau Giay (connecting to Ho Chi Minh – Long Thanh – Dau Giay expressway) to km208 + 250 on the highway from Lien Khuong airport to the foot of Prenn Mountain, with 4 lanes. Total length is about 200km. A.12.5.2 Interchanges A total of 11 grade separated interchanges are planned, of which one is included in Ho Chi Minh – Long Thanh – Dau Giay expressway project. Summary of Interchanges No. Name Location Crossing road Note 1 Dau Giay km0+000 National Highway No. 1 Constructed in the project of Long Thanh – Dau Giay 2 Suoi Nho km16+960 DT.763 3 Cao Cang km37+880 DT. Cao Cang 4 Tan Phu km55+500 District road 5 Madagui km73+400 DT.721 To Da M’Ri Town 6 D’Mri km133+580 District road To D’Mri fall 7 Loc Phat km125+600 National Highway No.55 According National Assembly 8 Tan Chau km149+000 National Highway No. 28 9 Lang Hanh km176+200 District road 10 Lien Nghia km190+000 National Highway No.27 11 Lien Khuong km200+191.4 Lien Khuong – Prenn highway road To Tan Phu forestation yard to A.12.5.3 Structures - 61 bridges with total length of 15,477m, of which 20 viaducts. - Underpasses and overpasses for movement of residents. A.12.5.4 Operation a. Tolling Closed tolling system. - 2 throughway toll stations at the beginning and the end. 106 MINISTRY OF TRANSPORT Department of Planning and Investment - 10 toll gates at interchanges b. Intelligent Traffic System (ITS) Intelligent Traffic System (ITS) is applied on the whole line of Dau Giay – Da Lat. c. Administration Center and service areas … - one highway administration center located at the main toll gate - two service areas at km40+000 (Dinh Quan district, Dong Nai province) and km140+000 (Di Linh district, Lam Dong province) - four management centers at 50-60km spacing A.12.6 Technical details - For deep cuttings slope protection is required. - Pavement will be class A1, asphalt concrete with roughness layer, elastic modulus Eyc > = 190Mpa - Major throughway bridges will be continuous structures such as box girder; others will apply simple span girders such as super tee. Overbridges in urban areas will use cast in situ hollow slab continuous girders, and in other areas super tee or I girders. A.12.7 Total Investment Estimated total investment for the project is 39,007 billion Dong, in which: - Construction and equipment: 24.624 billion Dong. - Land acquisition and compensation: 3,622 Billion Dong. - Project Management, design consultancy: 4,051 billion Dong. - Contingency: 7,428 billion Dong. A.12.8 Project Impact • Economic Impacts Opportunities for tourism, industrial development. Industrial and urban development will be promoted due to the improved transport infrastructure. • Natural conditions - Topography will be changed due to project cut / fill earthworks - Existing drainage network will be altered - Flooding might increase locally - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is a risk of localized pollution, of social, cultural impacts, and effect on agricultural production. 107 MINISTRY OF TRANSPORT Department of Planning and Investment A.13 HANOI 4TH RING ROAD Project information is summarized based on the investment planning report prepared by TEDI in 2010. A.13.1 Name of the Project Hanoi 4th Ring Road Project. A.13.2 Background and necessity of the project The current and planed traffic network of Hanoi is a system of radial routes such as National Highway Nos.1A, 2, 3, 5, 6, 32, and the Lang – Hoa Lac expressway, together with four ring roads. Ring roads No 1 and No 2 are nearly complete and the 3rd Ring Road is currently under construction. According to the city urban development masterplan, Hanoi will be connected to adjacent urban areas such as: Mieu Mon – Xuan Mai – Hoa Lac – Son Tay, Ha Dong, Thuong Tin, Phuc Yen, Xuan Hoa, Soc Son, Bac Ninh, Nhu Quynh, Pho Noi via radial arterial routes (national highways, highways, urban arterials), with interconnection via ring roads. The general planning of Hanoi capital for 2020 has been approved and amended by the Prime Minister in Decision 108/1998/QD-TTg of 20/06/1998, in which it was written “Completion of construction of Ring road 1 and 2, and research and prepare to open the 4th Ring Road”. According to the accompanying planning draft, 4th Ring Road runs from the proposed Thuong Cat bridge southwards from the Red River, close to the railway to Ba La intersection (the South of Ha Dong now) to connect to Thanh Tri bridge. The transport planning for Hanoi until 2020 was made and submitted to the Government by the Ministry of Transport in 2003, and included preliminary alignment and scale of this ring road. A.13.3 Project Objectives, Scope and Location A.13.3.1 Project Objectives Construction of Hanoi 4th Ring Road would play a role as a circumferential road distributing traffic between radial routes to Hanoi such as National Highway Nos. 1, 2, 3, 5, 32, and Lang – Hoa Lac expressway. A.13.3.2 Project Location - Forms a complete ring road having nominal start point at km3+695 on the Noi Bai – Lao Cai expressway in Thanh Xua Commune, Soc Son District, Hanoi. - The alignment passes through 4 provinces of Hanoi, Hung Yen, Bac Ninh and Bac Giang provinces. The alignment is shown in the following figure. A.13.3.3 Traffic Forecast The forecast traffic volume is shown in the following table. 108 MINISTRY OF TRANSPORT Department of Planning and Investment Unit: PCU / day and night Section 2010 2015 2020 2025 2030 National Highway No. 3 – National Highway No.2 9,716 15,931 25,093 34,121 45,131 National Highway No.2 – National Highway No.32 13,169 22,458 33,076 45,624 60,896 National Highway No.32 – National Highway No.6 13,016 23,917 34,647 47,198 62,408 National Highway No.1N – National Highway No.5 15,760 24,222 35,329 48,336 63,732 National Highway No.5 – National Highway No.1B 15,954 26,471 38,279 51,653 68,039 National Highway No.1B – National Highway No.18 6,944 13,777 24,644 35,804 46,413 National Highway No.18 – National Highway No.3 6,069 13,521 23,467 34,658 44,944 National Highway No. 18 Noi Bai – Bac Ninh 8,378 15,120 26,274 37,875 48,961 A.13.3.4 Scope and Technical Standards South section of NH18: • Road Type: Expressway type A • Design speed: 100km/h • Cross section: 6 lane highway with service roads width of road base B = 120 m. North section of National Highway No.18: • Road Type: Highway Class II • Design speed: 100km/h • Cross section: 6 lane highway with width of road base B = 36 m. 109 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Hanoi 4th Ring Road 110 MINISTRY OF TRANSPORT Department of Planning and Investment A.13.4 Related Projects Related projects in the area include: - Hanoi – Lao Cai expressway (under construction) - Hanoi – Thai Nguyen expressway (under construction). - Phap Van – Cau Gie upgrading to expressway (under planning). - Hanoi – Hai Phong expressway (under construction). - Me Linh municipal axis highway. - National Highway No. 6 Ha Dong - Xuan Mai highway project. - Noi Bai – Ha Long expressway (under planning). A.13.5 Content of the project A.13.5.1 Road New construction of Hanoi’s 4th ring road as a class A expressway (6 lanes plus service roads) with nominal start point at km3+695 on Noi Bai – Lao Cai expressway. The proposed route has total length of 172.65 km, of which 98 km is on the section south of National Highway No. 18 having 6 throughway lanes plus service roads, 36.15 km for the north section of National Highway No.18 with 6 throughway lanes, and a 38.5 km section uses the existing National Highway No. 18. A.13.5.2 Interchanges There a total of 11 proposed grade separated interchanges as follows. No. Location Crossing road 1 km-1+451.28 ≡ km3+695 Hanoi – Lao Cai expressway 2 km6+435,53 ≡ km6+909 Main Axis road Me Linh municipal 3 km18+943 ≡ km3+500 National Highway No.32 4 km 27+473 ≡ km12+600 Lang – Hoa Lac expressway 5 km 35+950 ≡ km15+750 National road 6 6 km 51+870 ≡ km190+470 Phap Van – Gie highway 7 km 65 +229 Hanoi – Hai Phong Expressway 8 km 70+392 ≡ km17+900 National Highway No.5 9 km 84+481 ≡ km 17+800 National Highway No.38 10 km 96+539 ≡ km35+300 Noi Bai – Ha Long expressway 11 km 118+700 ≡ km 30+800 Hanoi – Thai Nguyen expressway A.13.5.3 Structures - 15 large bridges with total length of 12,987m of which 3 river crossings including: + Hong Ha bridge (km 11 + 300) crossing the Red River with span arrangement of 2 x 370m to provide navigation clearance, together with continuous and simple span approach spans giving total bridge length of 4,958m. 111 MINISTRY OF TRANSPORT Department of Planning and Investment + Me So bridge (km 55 + 220) crossing the Red River 1 km upstream of Me So ferry. The main span is proposed as 120 m, together with continuous and simple span approach spans giving total bridge length of 2,647m. + Duong River bridge (km 89 + 214) located west of the existing Ho bridge. The main span is proposed as 120m, together with approach spans giving total bridge length of 1,329m. - 12 medium bridges with total length of 520m. - 16 over-bridges. - Pedestrian bridges and underpasses would be arranged at intervals of around 1 km in order to maintain existing crossing roads. A.13.5.4 Operation It is required to arrange an intelligent traffic system (ITS) for the project. A.13.6 Technical details - Soft ground treatment would be required for each section according to the embankment height and depth and nature of the soft soils. - Three very large bridges using cable-stayed or concrete box girder main spans. - Pavement will be class A1, asphalt concrete with roughness layer, elastic modulus Eyc > = 190MPa. - Consideration of methods for reducing noise impact will be required close to residential areas. - An intelligent traffic system would be installed on Hanoi 4th Ring Road. A.13.7 Total Investment Estimated total investment for the project is 58,184 billion Dong. Item Cost (billion VND) + Construction 35,590 + Equipment 602 + Land acquisition and compensation 5,762 + Project management, design consultancy etc. 3,620 + Contingency 12,601 A.13.8 Preliminary analysis of feasibility of the Project (economic and financial aspects) The results of preliminary economic feasibility analysis are as follows. Indicator 1. Net present value NPV Unit Value Billion Vietnam Dong 1410.34 2. Benefit /Cost ratio (B/C) 1.02 3. Time for capital return T (years) Years 28.40 4. Internal economic rate of return (EIRR) % 12.14 A.13.9 Project Impact 112 MINISTRY OF TRANSPORT Department of Planning and Investment a) Efficiency of the project for Investor In accordance with relevant regulations of the Vietnamese Government Decree 108/2009/NDCP, BOT Investors receive the following support and incentives: + Corporate income tax incentives as stipulated by legislation on corporate income tax. + Goods imported for implementing their projects are entitled to preferences under legislation on export duties and import duties. + Exemption from land use fees with respect to the area of land assigned by the State; or will be exempt from land rental for the whole duration of implementation of its project. + Project Execution Enterprises shall be facilitated full and suitable collection of revenue and legal fees from operation of the project. If necessary, Enterprises can require the state owned authorities to support toll collection or other revenue from project business. + Investors can partially or totally transfer rights and obligations in accordance with the Project Contract. + Competent authorities and foreign investors can agree the use of foreign law as the governing law for the following cases: a) Project Contract; b) Contracts for which the performance is guaranteed by competent authorities. This is provided that such agreements are not contrary to the provisions of the Vietnamese law. b) Socio-economic, environmental and social impacts of the project to industries, sectors and localities • Economic Impact Opportunities for tourism, industrial development. Industrial and urban development will be promoted due to the improved transport infrastructure. Employment opportunities will attract unskilled workers in the region. • Natural conditions - Surface and underground water quality may be affected due to the construction process. - Changes to existing drainage system; - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is a risk of localized pollution, of social, cultural impacts, and effect on agricultural production. • Impacts on industries, sectors and localities - To develop inter-regional transport; - To meet the demand for transport in the local area; - To connect industrial zones, sea ports, cultural and economic centers; - To support and speed up the socio – economic development of Vietnam and the region; - To reduce travelling time and accidents; A.13.10 Schedule 113 MINISTRY OF TRANSPORT Department of Planning and Investment The project is divided into 5 sub-projects with schedule as follows. No. 1 Sub-project/ section Implementation progress Proposed Investor Section in Hanoi City - Priority No. 1: Section Expected to commence in 2011 National Highway No. 32 and 6 with 3 year construction period Him Lam Joint Stock Company - Priority No. 2: + Section of National Highway No. 6 – Me So Bridge Completing before 2015 + Expressway section Hanoi – Lao Cai - National Highway No. 32 Completing before 2015 2 Section Me So Bridge – km 79 (at the end of Hung Yen Province) Completing before 2015 3 Section km 79- National highway No. 1A (Hanoi – Lang Son) Completing before 2015 4 Section National Highway No. 18 – National Highway No. 03 In the period of 2015 – 2020 5 Section National Highway No. 3 – Hanoi – Lao Cai Expressway In the period of 2015 – 2020 A.13.11 Sustainability of the project Hanoi 4th Ring road project is included in the overall planning of Hanoi Capital transport masterplan, and Hanoi Capital Region Masterplan approved by the Government in Decisions 90/2008/QD-TTg of 09 July 2008 and 490/QD-TTg of 05 May 2008. 114 MINISTRY OF TRANSPORT Department of Planning and Investment A.14. HANOI 5TH RING ROAD Project information is summarized based on the Summary Report and Proposal of Hanoi 5th Ring Road prepared by TEDI. A.14.1 Name of the Project Hanoi 5th Ring Road Project A.14.2 Background and necessity of the project Hanoi 5th Ring Road has been approved by the Government under the Hanoi Capital Region masterplan for 2020 and vision to 2050, and the Hanoi Capital transport masterplan for 2020 under Decisions 490/QD-TTg of 05/5/2008, and 90/2008/QD-TTg of 09/07/2008. Details of the Hanoi 5th Ring Road have been updated in the Hanoi Capital Region Masterplan for 2030 and vision to 2050 which has been submitted to the Government for approval. In order to complete planning of transport infrastructure for Hanoi, the Ministry of Transport allowed the preparation of a Project Proposal. Until now, the Project Proposal is still under preparation and has not yet been completed. A.14.3 Project Objectives, Scope and Location A.14.3.1 Project Objectives Hanoi 5th Ring Road is a circumferential arterial route for the capital and for the region. Implementation of the project would contribute to completion of a systematic road network for the metropolitan area region, and by providing a bypass alternative would reduce traffic and congestion on city roads. A.14.3.2 Project Location - Nominal starting point: km0+000 at km 14+180 on Hanoi – Lao Cai Expressway located in Son Loi Commune, Binh Xuyen District, Vinh Phuc Province; - The project is situated in 8 provinces and cities of Vinh Phuc, Hanoi, Hoa Binh, Ha Nam, Hai Duong, Bac Giang and Thai Nguyen. The alignment is shown in the following figure. 115 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Hanoi 5th Ring Road 116 MINISTRY OF TRANSPORT Department of Planning and Investment A.14.3.3 Traffic Forecast The forecast traffic volume is shown in the following table. Unit PCU/day and night No. 1 2 Traffic Section Vinh Yen – Son Tay (Hanoi) Son Tay – Te Tieu (Hoa Binh) (Ho Chi Minh Highway) 2020 2030 34,789 48,580 25,172 37,132 3 Te Tieu – Phu Ly (Ha Nam) 7,998 17,684 4 Phu Ly – Hung Yen 19,584 46,893 5 Hung Yen – Hai Duong 12,272 24,236 6 Hai Duong – Bac Giang 1,492 28,468 7 Bac Giang – Song Cong (Thai Nguyen) 7,151 31,454 8 Song Cong – Vinh Yen (Vinh Phuc) 5,463 22,130 A.14.3.4 Scope and technical standards • Road type: Expressway Grade I and Grade II Highway • Design speed: 100 km/h – 120 km/h • Cross section: four lanes (grade II) and six lanes (Grade I). Scope and technical standards of each section of the ring road are shown in the following table. Scope of sections of Hanoi 5th Ring Road No. Section Length (km) Highway class Number of lanes 26 II 4 1 Vinh Yen – Vinh Thinh 2 Vinh Thinh Bridge – Ho Chi Minh highway 13.5 II 4 3 Section matching with Ho Chi Minh Highway to Te Tieu 61.5 I 6 4 Te Tieu – Phu Ly (Ha Nam) 34 I, II 4–6 5 Phu Ly City – Hung Yen 28 II 4 6 Hung Yen – Chi Linh (Hai Duong) 63.5 I 6 7 Chi Linh – Song Cong (Thai Nguyen) 70.5 II 4 8 Song Cong – Vinh Yen (Vinh Phuc) 38.5 II 4 Total 335.5 A.14.4 Related Projects 117 MINISTRY OF TRANSPORT Department of Planning and Investment Related projects in the area include - Noi Bai – Lao Cai expressway project - National Highway No. 32 project; - Ho Chi Minh Highway Project - Hoa Binh – Hoa Lac Expressway project; - Expansion project of National Highway No. 1A - Road construction project connecting two expressways of Gie Bridge – Ninh Binh and Hanoi – Hai Phong at km 150; - Hanoi – Hai Phong Expressway project; - Noi Bai – Ha Long Expressway Project; - Hanoi – Thai Nguyen Expressway; A.14.5 Content of the Project A.14.5.1 Road Building a new route and upgrading and expanding some existing sections to form double belt-line road with 6-lane scope. Total length of the route is about 335km A.14.5.2 Interchanges There are a total of 11 grade-separated interchanges planned with high-level roads. No. Location Crossing road 1 km 0 + 000 Hanoi – Lao Cai Expressway 2 km 29 + 000 National Highway No. 32 3 km 42 + 000 Ho Chi Minh Highway 4 km 48 + 000 Hoa Binh – Hoa Lac Expressway 5 km 97 + 000 Ho Chi Minh Highway 6 km 130 + 000 National Highway No. 1A 7 km 150 + 000 Intersection between Gie Bridge – Ninh Binh Expressway and Hanoi – Hai Phong Expressway 8 km 196 + 000 Hanoi – Hai Phong Expressway 9 km 230 + 000 Noi Bai – Ha Long Expressway 10 km 255 + 000 National Highway No. 1A 11 km 296 + 000 Hanoi – Thai Nguyen Expressway A.14.5.3 Structures On the proposed route there are two very large river crossings of the Red River: Vinh Thinh, and Thai Ha bridges which would be included on the project connecting Hanoi – Hai Phong Expressway with Gie Bridge – Ninh Binh Expressway; and on the project for the connecting road between Ha Nam and Thai Binh. 118 MINISTRY OF TRANSPORT Department of Planning and Investment A.14.6 Total Investment Estimated total investment for the project is 35,120 billion Dong. No. Section Cost Length (km) (billion VND) 26 3,530 Excluding expense for Vinh Thinh Bridge New construction Notes 1 Vinh Yen – Vinh Thinh 2 Vinh Thinh Bridge – Ho Chi Minh Highway 13.5 1,650 3 Section using Ho Chi Minh highway 61.5 - Constructed under Ho Chi Minh Highway project 4 Te Tieu – Phu Ly (Ha Nam) 4,050 Excluding cost of upgrading project on National Highway No. 32B for section Cho Dau – Ba Da Included in project connecting Cau Gie– Ninh Binh Expressway and Hanoi – Hai Phong Expressway, and connecting road between Ha Nam and Thai Binh 34 5 Phu Ly City – Hung Yen 28 - 6 Hung Yen – chi Linh (Hai Duong) 63.5 9,530 New construction 7 Chi Linh – Song Cong (Thai Nguyen) 70.5 10,580 New construction 8 Song Cong – Vinh Yen (Vinh Phuc) 38.5 5,780 New construction Total 335.5 35,120 A.14.7 Proposed Project owner (Investor) Some sections are already identified for construction using state budget, such as the section using Ho Chi Minh Highway; the section under the project for a connecting road between Cau Gie – Ninh Binh and Hanoi- Hai Phong expressway; the section on the project for a connecting road between Ha Nam and Thai Binh; and Vinh Thinh Bridge Project. The remaining sections have no specified investors. These remaining sections may be considered for investment under BT, BOT forms to enable early implementation. A.14.8. Sustainability of the project Hanoi 5th Ring Road project is included in the overall planning of Hanoi Capital transport masterplan, and Hanoi Capital Region Masterplan approved by the Government in Decisions 90/2008/QD-TTg of 09 July 2008 and 490/QD-TTg of 05 May 2008. 119 MINISTRY OF TRANSPORT Department of Planning and Investment A.15 HO CHI MINH CITY 3rd RING ROAD Information about the project is summarized based on Decision 2119/TTr-BGTVT of April 13, 2011 by the Ministry of Transport approving specific planning of Ho Chi Minh City 3rd Ring Road. A.15.1 Name of the Project Investment project for construction Ho Chi Minh City 3rd Ring Road. A.15.2 Background and necessity of the project The Prime Minister issued Decision 101/QD-TTg on January 22, 2007 approving development planning of the transportation network in Ho Chi Minh City to 2020 and its vision after 2020, Decision 1734/QD-TTg of December 1, 2007 approving development planning of Vietnam expressway network to 2020 and its vision after 2020; Decision 35/2009/QD-TTg on March 3, 2009 approving adjustment of the Development Strategy for Transport to 2020, and its vision to 2030; Decision 24/QD-TTg of January 6, 2011 approving adjustment of the general planning for construction on Ho Chi Minh to 2025, Decision 06/2011/QD-TTg on January 24, 2011 approving development planning of the Southern key economic zone to 2020 and orientation towards 2030. These decisions included Ho Chi Minh City 3rd Ring Road as a key element of the inter-regional transportation system, mitigating traffic congestion in Ho Chi Minh City. A.15.3 Project objectives, scope and location A.15.3.1 Project Objectives The 3rd Ring Road will contribute to completion of a comprehensive transport network for Ho Chi Minh City and the region. The ring road will link existing and planned radial highways, reducing the volume of through traffic passing through the urban area, and promoting economic development by provision of a functional and effective transport network. A.15.3.2 Project Location - Starting point: km38+500 on Ben Luc – Long Thanh expressway (Nhon Trach). - Ending point: interchange between HCMC – Trung Luong and Ben Luc – Long Thanh expressways. The proposed ring road has total length of 89.3km of which 73km is of new construction, and 16.3km is uses of the My Phuong – Tan Van road (invested by Binh Duong Province). The route passes through Ho Chi Minh city, and the provinces of Dong Nai, Binh Duong and Long An. In addition, in order to ensure the effectiveness of the ring road, it is proposed to construct a connecting road between the 3rd Ring Road and Asia Highway route at the Thu Duc intersection. Total length of the connecting road is about 4km. The alignment is shown in the following figure. 120 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Ho Chi Minh City 3rd Ring road 121 MINISTRY OF TRANSPORT Department of Planning and Investment A.15.3.3 Traffic Forecast The forecast traffic volume is shown in the following table. Section Section 1: Ben Luc – Long Thanh (Nhon Trach) to National Road 1 in the East (Tan Van). Section 2: National road 22 (Hoc Mon) to Ho Chi Minh City – Trung Luong (Ben Luc) highway Section 3: national road 1A in the East (Tan Van) to National road 22 (Hoc Mon) A.15.3.4 2015 Unit: PCU day and night 2020 2025 2030 41,788 55,865 70,435 82,325 37,609 50,279 63,392 74,093 35,520 47,486 59,870 69,977 Scope and technical standards HCMC 3rd Ring Road: • Road type: urban highway with class 80 and 100. • Design speed: 80 - 100 (km/h). • Cross section: 6 or 8 lanes with frontage roads on both sides and corridors for trees, public utilities, and reserves for future widening. + 6 lanes: Throughway of 6 lanes (3 lanes each way, 3.75m/lane width), frontage roads of 4 lanes (two lanes for each way, 3.5m/lane in width.). Total width of roadbed: 67.00 m + 8 lanes: Throughway of 8 lanes (four lanes each way, 3.75m/lane width), frontage roads of 4 lanes (two lanes each way, 3.5m/lane width.) Total width of roadbed: 74.50 m - The section connecting from Thu Duc intersection to 3rd Ring Road: • Road type: Level-III road (TCVN 4054-05). • Design speed: 80 (km/h). • Cross section: 4 lanes for motorized vehicles and 02 lanes for non-motorized / 2-wheeled vehicles. - Frontage road: • Road type: local road (TCXDVN 104-2007) or level-IV road (TCVN 405405). • Design speed: 60 -80 (km/h). • Cross section: 2 lanes for non-motorized / 2-wheeled vehicles. A.15.4 Related Projects Related projects include: - Expressway projects: Ben Luc – Long Thanh, Ho Chi Minh City – Long Thanh – Dau Giay, Ho Chi Minh City – Thu Dau Mot – Chon Thanh, Ho Chi Minh City – Moc Bai, Ho Chi Minh City – Trung Luong; - National highway projects: National road 1A, National Road 1K, National Road 13, National road 22 and radial main road TL10; 122 MINISTRY OF TRANSPORT Department of Planning and Investment - Railway projects: Sai Gon – Nha Trang railway; Trang Bom – Hoa Hung railway; existing South – North railway; Di An – Loc Ninh railway; Tan Thoi Hiep – Trang Bang railway; - Industrial areas: Tan Hiep industrial area (Ho Mon, Ho Chi Minh City); My Yen – Tan Buu industrial area. A.15.5 Contents of the project A.15.5.1 Road HCMC 3rd Ring Road is planned with total length of 89.3 km, with 6-8 lanes, and road bed width of 67.0 m - 74.5 m. New construction length is about 73km, and the section of existing road My Phuoc - Tan Van is 16.3 km long. A.15.5.2 Interchanges There are a total of 10 interchanges planned on the route. Summary of Interchanges No. Crossing road Location 1 Ben Luc – Long Thanh expressway Km0+000 2 Ho Chi Minh City – Long Thanh – Dau Day expressway Km13+700 3 National road 1A Km26+300 4 National road 1K Km30+300 5 Ho Chi Minh City – Thu Dau Mot – Chon Thanh highway Km39+400 6 National road 13 Km46+400 7 Ho Chi Minh City – Moc Bai highway Km56+200 8 National road 22 Km60+100 9 Main road TL10 Km76+700 10 Ho Chi Minh City – Trung Luong expressway Km89+300 In addition, there are 5 railway crossings on the route as shown below: No. A.15.5.3 Railways Location 1 Sai Gon – Nha Trang Km13+650 2 Trang Bom – Hoa Hung Km26+250 3 Existing North – South railway Km32+350 4 Di An – Loc Ninh Km42+550 5 Tan Thoi Hiep – Trang Bang Km56+300 Structures - Two big river crossings with total length of 3,902m, 11 medium and small bridges with total length of 1,017m. 123 MINISTRY OF TRANSPORT Department of Planning and Investment In addition, interchange ramp bridges, and crossing road bridges will be constructed on the site of existing and planned roads. Pedestrian bridges and overpasses shall be built in sections with high population density. A.15.6 Technical details - Where sections of high embankment are required, they will be designed for stability and with countermeasures against erosion. Where possible, embankment of limited height will be constructed on foundation without use of special treatment measures in order to reduce cost... - Pavement will be of asphalt concrete class A1. Pavement design will be made for each stage of the investment project. - Structures: structures will be of reinforced concrete and prestressed reinforced concrete on reinforced concrete pile foundations. A.15.7 Total investment Estimated total investment of the project is about 55,805 billion dong. No. Description Estimated costs (billion VND) 1 Construction and equipment 36,919 2 Management, investment consultancy, other 5,418 3 Land acquisition and compensation 4,967 4 Contingency 9,301 Total 5 55,805 The above total costs shall not include financing charges (interest to be paid during construction). A.15.8 Project Impact • Economic Impact Completion of the project will encourage further development of Ho Chi Minh City and its neighboring provinces, both in the vicinity of the road, but in the region in general. This includes benefit to industries such as materials production, manufacturing, and logistics, as well as benefit of improved transport for leisure purposes, promotion of urban development. Improved transport infrastructure will permit development of suburbs and satellite cities, relieving some of the transport pressures and environmental problems in the city. • Natural conditions -- Topography will be changed due to project cut / fill earthworks - Existing drainage network will be altered - Flooding might increase locally - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is a risk of localized pollution, of social, cultural impacts, and effect on agricultural production. • Impacts on industries, sectors of localities 124 MINISTRY OF TRANSPORT Department of Planning and Investment • To develop inter-regional transport; • To meet the demand for transport in the local area; • To connect industrial zones, sea ports, cultural and economic centers; • To support and speed up the socio – economic development of Vietnam and the region; • To reduce journey time and accidents; • To contribute to the completion of the city’s planned transport network A.15.9 Proposed Project owner (Investor) - My Phuong – Tan Van section with length 16.3km – the project owner is Binh Duong Provincial People’s Committee. - Some sections have been approved by the Prime Minister for investment as BOT projects. - The remaining sections shall are proposed for investment by BOT, BT, BTO and PPP methods, by ODA or using capital mobilized from other capital. - Project owners are required to comply with the regulations of Decree 108/2009/ND-CP of November 27, 2009 on investment by BOT, BT, BTO methods and Decision 71/2010/QD-CP of November 9, 2010 on pilot regulations for investment through public – private partnerships. A.15.10 Schedule The proposed schedule for the project is as follows. No. 1 2 3 Section Ben Luc – Long Thanh (Nhon Trach) – national road 1 (Tan Van) National road 22 – Ho Chi Minh City – Trung Luong Section. Binh Chuan – National road 22 A.15.11 Length (km) Total investment (billion VND) 26.30 14,749 Completed by 2017 29.2 16,375 In the period of 20152019 17.5 9,814 In the period of 20172020 Schedule of phase 1 Sustainability of Project The HCMC 3rd Ring Road is included in the transport development plan for Ho Chi Minh city’s to 2020, the adjusted general planning for Ho Chi Minh City approved by the Prime Minister in decision 101/QD-TTg of January 22, 2007 and Decision 24/QD-TTg of January 6, 2010. The project is also included in the Government’s list of transport sector projects calling for investment in the period 2011-2015. 125 MINISTRY OF TRANSPORT Department of Planning and Investment A.16. HO CHI MINH CITY 4TH RING ROAD Project information is summarized based on the Investment report for HCMC 4th Ring Road Construction prepared by Southern Design Consultant and Transportation Joint Stock Company (TEDI South) in July 2010. A.16.1 Project name Investment Project of HCMC 4th Ring Road Construction A.16.2. Background, necessity of the project According to the Master Plan for Urban Development in Vietnam to the year 2020 approved by the Prime Minister in Decree 10/1998/QD of January 23rd 1998, Ho Chi Minh City is a national urban center and is the central urban area in the key economic area in the South. To play its role as the key urban area, it is necessary to invest in an appropriate transport network for the city and surrounding region. The ring road was initially identified in the “Development planning for transportation in Ho Chi Minh City for 2010” which was approved by the Government. According to the project plan, the 4th Ring Road is identified as an urban ring road but also as an interregional road aiming to reduce traffic pressure on the downtown area and promoting development in the suburbs and neighboring centers. The project aims not only to meet the needs of HCMC, but also the transport needs of the entire key economic area in the South. A.16.3. Project Objectives, Scope and Location A.16.3.1 Project Objectives The ring road will play an important function in the network by providing links between existing radial routes, and reducing traffic demand inside the city. It will improve transport to satellite cities, industrial zones and industrial groups. The ring road will also give the possibility of diversion of traffic from overloaded radials to other less congested parts of the network. A.16.3.2 Project Location - Starting point: Phu My urban area (crossing with Bien Hoa – Vung Tau highway) Ending point: at Hiep Phuoc harbor (Nha Be District, Ho Chi Minh City) The proposed route has total length 196.5km and passes through cities and provinces of HCM City (20.3km), Ba Ria – Vung Tau (17.3km), Dong Nai (46.9km), Binh Duong (44km) and Long An (68km). The alignment is shown in the following figure. 126 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of HCMC 4th Ring Road 127 MINISTRY OF TRANSPORT Department of Planning and Investment A.16.3.3 Traffic Forecast The forecast traffic volume is shown in the following table. Unit: PCU/day No Section 2015 2020 2025 2030 1 NH1 (Dong Nai) to NH13 (Binh Duong) 27,352 36,566 46,103 53,886 2 NH13 (Binh Duong) to NH22 (HCM City) 34,190 45,708 57,629 67,357 3 NH22 (HCM City) to HCM – Trung Luong expressway (Long An) 30,771 41,137 51,866 60,621 4 HCMC– Trung Luong expressway (Long An) to Hiep Phuoc (HCM City) 37,333 54,855 76,937 83,893 5 Bien Hoa– Vung Tau expressway (Ba Ria – Vung Tau) to NH1 (Dong Nai) 32,481 43,423 54,747 63,898 A.16.3.4 Scope and Technical Standards • • • Road Type: Urban highway Design speed: 80 ÷ 100 (km/h) Cross section: 6 or 8 lanes + 6 lanes: 6 lane throughway (3 lanes each direction, lane width 3.75m), service roads 4 lanes (2 lanes each direction, lane width 3.5m). Total road base width is 68.50m. + 8 lanes: 8 lane throughway (4 lanes each direction, lane width 3.75m), service roads 4 lanes (2 lanes each direction, lane width 3.5m). Total road base width 76.00m. A.16.4. Related Projects Related projects in the area include: - Ports: Hiep Phuoc (Long An) - Long Thanh International airport - Industrial zones and urban areas in the Southeast of Ba Ria – Vung Tau - Expressway projects: Bien Hoa – Vung Tau, Ho Chi Minh City – Long Thanh – Dau Tay, Ho Chi Minh City – Trung Luong – Can Tho, Ben Luc – Long Thanh. - National highway projects: national highway N2 -Railway projects: Ho Chi Minh City National Highway – Loc Ninh, Ho Chi Minh City National Highway – Tay Ninh – Phnom Penh, Ho Chi Minh City National Highway – My Tho. A.16.5. Content of the project A.16.5.1 Road The 4th Ring Road has length 196.5km, 6-8 lanes, and 68.5m -76.0m width. A.16.5.2 Interchanges A total of 27 grade separated interchanges are proposed at crossings with arterial roads (expressways, national and some provincial roads). In addition, there are around 50 crossings of provincial roads and smaller where grade separation would be provided but without interchange capability. Proposed interchange locations are shown in the following table. 128 MINISTRY OF TRANSPORT Department of Planning and Investment Interchange Type of intersection Note 1. Interchange with expressway - Bien Hoa – Vung Tau (Phu My Urban zone, Ba Ria – Vung Tau) 4-HC - HCM City – Long Thanh – Dau Giay (Long Thanh District, Dong Nai Province) 4-HC - HCM City – Thu Dau I –Binh Phuoc (Ben Cat District, Binh Duong Province) 4-HC - HCM City – Tay Ninh – Cambodia (Cu Chi District, HCM City) 4-HC - HCM City – Trung Luong – Can Tho (Ben Luc District, Long An Province) 4-HC 2. Interchange with National Highway - NH1 in the East (Trang Bom District, Dong Nai Province) 4-HC - NH13 (Ben Cat District, Binh Duong Province) 4-HC - NH22 (Cu Chi District, Binh Duong Province) 4-HC - NH N2 (Hoa Duc District, Long An Province) 3-HC - NH1 in the West (Ben Luc District, Long An Province) 4-HC - NH50 (Can Giuoc District, Long An Province) 4-HC 3. Interchange with Provincial Road - DT 767 (Vinh Cuu District, Dong Nai Province) 4-KHC - DT 768 (Vinh Cuu District, Dong Nai Province) 3-KHC - DT 746 (Tan Uyen District, Binh Duong Province) 3-KHC - DT 747 (Tan Uyen District, Binh Duong Province) 4-KHC - DT 742 (Tan Uyen District, Binh Duong Province) 4-KHC - DT 741 (Ben Cat District, Binh Duong Province) 4-KHC - DT 748 (Tan Uyen District, Binh Duong Province) 4-KHC - DT 744 (Tan Uyen District, Binh Duong Province) 3-KHC - DT 15 (Cu Chi District, Ho Chi Minh City ) 4-KHC - DT 14 (Duc Hoa District, Ho Chi Minh City ) 3-KHC - DT 10 (Duc Hoa Town, Ho Chi Minh City ) 3-KHC - Tay Bac Curve line (Duc Hoa District, HCM City) 3-KHC - DT 826 (Can Giuoc District, Long An Province ) 4-KHC 129 MINISTRY OF TRANSPORT Department of Planning and Investment 4. Cross with 3 national railways: - HCM City – Loc Ninh National highway KLT - HCM City – Tay Ninh – Phnom Penh national highway KLT - HCM City – My Tho National Highway KLT Note: - 4-HC: Completed Inter-level Connection Crossroad - 3-HC: Completed Inter-level Connection Three-way crossroad - 4-KHC: Uncompleted Inter-level Connection Crossroad - 3-KHC: Uncompleted Inter-level Connection Three-way crossroad - KLT: Disconnected intersections A.16.5.3 Structures - 4 large bridges with total length is 2,110m, 10 medium bridges with total length 1,895m, and small bridges with the total length is 240m. - 11 viaducts at intersections with total length 3,800m - Underpasses for local roads / pedestrian movement with total length 900m. A.16.6 Technical details - High embankment may require treatment of the foundation soils to ensure stability and to control settlement. - Pavement will be of class A1, asphalt concrete. Construction would be planned in stages with reuse of the existing pavement base layers at each stage and addition of asphalt concrete surface course. Pavement elastic modulus would be Eyc ≥ 207 MPa for the expressway, and Eyc ≥160Mpa for service roads. - Bridge works will use prestressed reinforced concrete box girders constructed by balanced cantilever method for big bridges with spans of 40m-120m, or steel – concrete truss with span 80m-120m or combined reinforced concrete steel trusses those are constructed by axial tension with span of 60m-80m. For medium bridges, simple prestressed reinforced concrete girders will be is used; and for small bridges prestressed reinforced concrete or precast reinforced concrete deck slab is used. A.16.7. Total investment Estimated total investment for the Project based on prices in the February 2010 is 79,401 billion Dong. Item Cost (billion VND) Construction 60,608 Land acquisition and compensation 2,483 Project management cost, investment consultant cost etc 9,091 Expected cost 7,218 Total 79,401 A.16.8: Project Impact 130 MINISTRY OF TRANSPORT Department of Planning and Investment • Economic impact Construction of the ring road will promote economic development in HCMC and the surrounding provinces. This includes benefit to industries such as materials production, manufacturing, and logistics, as well as benefit of improved transport for leisure purposes, promotion of urban development. Improved transport infrastructure will permit development of suburbs and satellite cities, relieving some of the transport pressures and environmental problems in the city. • Natural conditions - Topography will be changed due to project cut / fill earthworks - Existing drainage network will be altered - Flooding might increase locally - Dust, noise and exhaust gas levels will likely increase during the construction and operational stages. There is a risk of localized pollution, of social, cultural impacts, and effect on agricultural production. • Impact on industries, sectors and localities - To develop inter-regional transport; - To meet the demand for transport in the local area; - To connect industrial zones, sea ports, cultural and economic centers; - To support and speed up the socio – economic development of Vietnam and the region; - To reduce travelling time and accidents; - To contribute to the completion of the city’s planned transport network A.16.9: Proposed Project owner (Investor) At present, there is no proposed investor for the Project. A.16.10. Schedule The proposed phasing of the project is shown in the following table. No Section Length (km) Timing 1 Section 1: from NH1 (Dong Nai) to NH13 (Binh Duong) 45.50 After 2015 2 Section 2: from NH13 (Binh Duong) to NH13 (Ho Chi Minh City) 51.90 After 2015 3 Section 3: from NH22 (Ho Chi Minh City) to HCM City – Trung Luong expressway (Long An) 22.80 After 2015 4 Section 4: from HCM City – Trung Luong expressway (Long An) to NH1(Dong Nai) 41.60 After 2015 5 Section 5: from Bien Hoa – Vung Tau expressway (Ba Ria-Vung Tau) to NH1 (Dong Nai) 34.70 2010-2015 A.16.11 Sustainability of Project 131 MINISTRY OF TRANSPORT Department of Planning and Investment HCMC 4th Ring Road is included in the Planning of transportation development of Ho Chi Minh City for 2020 and vision to 2020, and the HCMC Masterplan, which were approved by the Prime Minister in Decrees 101/QD-TTg of January 22nd 2007 and 24/QD-TTg of January 06th 2010. The project is also included in the investment list for the period 2011 – 2015 of the Government. 132 MINISTRY OF TRANSPORT Department of Planning and Investment B. AVIATION PROJECTS 133 MINISTRY OF TRANSPORT Department of Planning and Investment B.1 CHU LAI INTERNATIONAL AIRPORT Project information is summarized based on the Master plan for Chu Lai International Airport for 2015 with vision to 2025 which was prepared by the Airport Design and Construction Consultancy – ADDCC in May 2008. B.1.1. Name of the Project Chu Lai International Airport. B.1.2. Background and necessity of the project Chu Lai Airport (CHK) is a public airport currently controlled by the Vietnam Air force. It plays important roles both for commercial use and defense. The airport is located in the key economic zone of the Central Region between Ky Ha seaport (Quang Nam Province) and Dung Quat Industrial Zone (Quang Ngai Province). Due to its strategic geographical location it has been selected for development and will play a key role in the regional economy. Until recently the airport was under the control of the Ministry of Defense and was not equipped for civilian use. Since 2001 investment has begun in basic infrastructure to serve civil aviation needs. However, further substantial investment is required in order to upgrade facilities to meet its role as an international airport. B.1.3 Project Objectives, Scope and Location B.1.3.1 Project Objectives To upgrade Chu Lai Airport to function as an International Airport, serving both civil and military use. B.1.3.2 Location Chu Lai International Airport is located 25km southeast of Tam Ky town, Quang Ngai Province, adjacent to the existing road NH1A. The airport location is shown in the following figure. 134 MINISTRY OF TRANSPORT Department of Planning and Investment Location map of Chu Lai International Airport 135 MINISTRY OF TRANSPORT Department of Planning and Investment B.1.3.3 Demand forecast The transport demand forecast and associated infrastructure requirements of the airport are summarized in the following table. No Criteria Year 2015 2025 1. International product transshipment (tons/year) 1,500,000 5,000,000 2. Passenger transport International (time / passenger / Domestic year) Total 1,423,000 2,550,000 825,000 1,550,000 2,248,000 4,100,000 International 560 1,000 Domestic 420 620 Total 980 1.620 10,000 33,333 2,588 4,546 0 0 A321 4,583 8,611 Total 17,171 46,490 A380F (HH) 04 09 A380F-800 0 0 B777-300 01 02 A321 03 04 Total 08 15 08 15 3. 4. Passengers / peak hour Aircraft movements / A380F (HH) year A380F-300 B777-300 5. Aircraft / peak hour 6. Aircraft parking 7. Airport runway Level control CATII/ ICAO 8. Emergency and fire protection 10/ICAO 10/ICAO 9. Number of Airport staff 400 500 10 Number of runways 02 02 11. Code of Airport 4F 4F 12. Military airport 1 1 B.1.4. Content of the Project B.1.4.1 Airport planning - Airport runway: including 2 parallel and independent runways 136 MINISTRY OF TRANSPORT Department of Planning and Investment + By 2015, the current airport runway remains (dimension 3,048m×60m); begin construction of a new airport runway 14L-32R dimensions 4,000m×60m capable of receiving A380 (F), A380-800, B777-300, A321 etc. + By 2025: new airport runway 14L-32R with dimension of 4,000m×60m capable of receiving A380(F), A380-800, B777-300, A321, existing runway changed to a parallel taxiway. - System of taxiways + By 2015: the taxiway system is synchronized with the airport runway 14R-32 including: 01 parallel taxiway, 07 connecting taxiways, 20 basic taxiways. + By 2025: the taxiway system is synchronized with the airport runway 14L-32 including: 01 parallel taxiway, 07 connecting taxiways, 20 basic taxiways and 2 connecting taxiways linking the East and West zones. - System of aircraft parking: By 2015, apron is provided for 25 aircraft. By 2025 it is expanded to 46 aircraft. B.1.4.2 Planning of airport functional capacity - Passenger terminal: by 2025, a terminal is built with capacity of 2,248,000 passengers/year. By 2025, a new terminal is built to increase the capacity by 4,100,000 passengers/year. The terminal is built with 2 levels to serve international and domestic flights. - Cargo terminal: By 2015, a cargo terminal is built with capacity of 1.5 million tons/year. By 2025 the capacity is improved with 5 million tons/year. - Management: by 2015, an airport operations center is built. B.1.4.3 Area planning of technical services - Airport area: By 2025, available airport area is used - Emergency and fire protection: Level 10 (according to the ICAO level) - Outdoor parking: by 2015 parking spaces for 256 cars are provided, by 2025 for 400 cars. - Medical center: new construction by 2015 to meet demand of 2025 - Catering: Aircraft catering: new construction by 2015 to meet demand of 2025 - Fuel supply: by 2015 capacity will reach 17,845m3, by 2025 the capacity is increased to 42,884m3. Refueling method: recharge nozzle - Planning of electric supply: it is taken from the 500kV electric line and one stand-by generator 2,500KVA. By 2015, capacity will reach 60,000kVA; by 2025 the capacity is increased to 120,000 KVA - Planning of water supply: water supply is taken from the Chu Lai new urban area. By 2015 a water plant will be built with the capacity of 1,600-2,210m3/day, by 2025, the capacity is increased to reach 11,373m3/day - Planning of water drainage: by 2015 open channels, sewers and Canals will be built in the East zone, by 2025 they will be built in the west zone. Industrial waste water will be treated before releasing into the surface water drainage system. - Protection wall: it will be build by 2015 137 MINISTRY OF TRANSPORT Department of Planning and Investment B.1.4.4 Communications, Navigation, Surveillance, Air Traffic Management - Signal system: + By 2015: ILS signal system will be built for runway 14L-32R, and will achieve grade CATII at the end of 32R and achieve grade CAT-I at the end of 14L. - ILS landing equipment: by 2015 ILS landing equipment will be built to synchronize with construction of the east zone, by 2025 new ILS landing equipment will be built to synchronize with construction of the west zone. -ATC Control flight management center: it will be built in the period of 2015 -VSAT station: it will be built by 2015 - VOR/DME guiding station: by 2015 a guiding station will be built in the East zone and by 2025 one more station will be built in the West zone. - Station K1: by 2015 station K1 will be built in south of runway 14L-32R, by 2025 one more station will be built south of runway 14LR-32L B.1.4.5 Airport Access and internal roads - Axial highway of port: by 2015 the highway will be expanded to the East including 12 lanes. - Highway of HKDD: by 2015 a highway will be built in order to synchronize with the airport runway in the East, 02 levels and 23m of width. By 2025 a highway will be built in order to synchronize with the airport runway in the West, 02 levels and 23m of width. - Internal roads: by 2015 one internal road will be built in the East with width 10.5m. By 2025 one more internal road will be built in the West with width 10.5m - Service road (Ring Road): by 2015 one service road will be built in order to connect with KHDD in the East with width 3.5m. By 2025 one more service road will be built to connect with KHDD in the West. - Car parking: by 2015 car parking in front of the terminal will be built to provide 328 parking spaces, by 2025 it will be expanded to provide 541 parking spaces. B.1.5 Total Investment Estimated total investment for the project is 11,469 billion Dong. - Period to 2015: 4,902 billion Dong Period to 2025: 6,567 billion Dong B.1.6 Project Impact • Economic impact The economy of the project area and the key economic sectors of the Middle Region will be improved dramatically with increased opportunities for industry, tourism, transportation services. Job opportunities will be created both directly and indirectly. • Environmental impact - Noise levels and air quality of the surrounding areas will be influenced by increased aircraft and vehicle traffic. - Surface water and underground water may be polluted unless proper treatment is applied to waster and surface water drainage. • Impact on industries, sectors and localities 138 MINISTRY OF TRANSPORT Department of Planning and Investment - To meet traffic demand and transportation needs of the key economic area of the Middle Region and of the whole country - To support and develop socioeconomic sectors of the key economic area of the Central Region and the whole country - To contribute to completion of the national network of airports B.1.7 Sustainability of the project The project is included in the Masterplan for development of the national airport system which is approved by the Prime Minister. The planning of the Chu Lai International Airport is also approved by the Prime Minister in Decree 543/QD-TTg of May/13th 2008. 139 MINISTRY OF TRANSPORT Department of Planning and Investment B.2 LONG THANH INTERNATIONAL AIRPORT Project information is summarized based on the Summary report of the Final report on the Master plan for Long Thanh International Airport which was prepared by Japan Airport Consultant Company in August 2010. B.2.1 Name of the Project Long Thanh International Airport B.2.2 Background and the necessity of the project Tan Son Nhat International Airport (TSN) port is the international gateway airport to the Southern Region of Vietnam. It is located 7 km from the center of the city center and is surrounded by residential areas. This gives rise to urgent problems of noise pollution and traffic safety that need to be resolved, meanwhile passenger and cargo volumes continue to increase. Tan Son Nhat International Airport is predicted to reach its design capacity during the period 2015-2020 and will then begin to experience operational difficulties in meeting peak demand. Options for increasing the capacity are limited. Thesefore, the Government has planned for many years to construct a new international airport as the principal gateway to the southern region, situated at Long Thanh in Dong Nai province. B.2.3 Project Objectives, Scope and Location B.2.3.1 Project Objective To construct of a new international airport at Long Thanh to Level 4F of the ICAO Standard, to operate as a major and competitive airport in south-east Asia. B.2.3.2 Project Location Long Thanh International Airport is located in Long Thanh District, Dong Nai Province. The location is shown on the following figure. 140 MINISTRY OF TRANSPORT Department of Planning and Investment Location of Long Thanh International Airport 141 MINISTRY OF TRANSPORT Department of Planning and Investment B.2.3.3 Demand forecast The transport demand of the proposed airport is summarized in the following table: Year Passengers (thousand) International Domestic Total Cargo (tones) International Domestic Total 2010 6,229 7,011 13,240 184,669 108,134 292,803 2015 9,132 9,296 18,428 283,583 162,261 445,844 2020 12,712 12,387 25,098 404,109 235,449 639,557 2025 17,165 16,256 33,421 553,896 327,089 880,986 2030 23,081 21,434 44,516 752,696 449,725 1,202,421 2035 27,292 25,075 52,367 894,412 535,949 1,430,361 2040 31,760 28,961 60,720 1,044,666 627,947 1,672,640 2045 36,336 32,945 69,281 1,198,570 722,327 1,920,897 2050 40,722 36,759 77,482 1,346,072 812,661 2,158,733 B.2.3.4 Scale and technical standards It is planned to develop Long Thanh International Airport to Level 4F of the ICAO Standard with capacity of 100 million passengers/year. B.2.4 Related Projects Related projects in the area include: - Ho Chi Minh City – Long Thanh – Dau Giay expressway (under construction) - Bien Hoa – Vung Tau expressway (under investment project planning) - HCMC 4th Ring Road (under planning, for completion by 2030) - Ho Chi Minh City – Nha Trang expressway (under planning for completion by 2030) - Urban railway Thu Thiem – Nhon Trach – Long Thanh Airport (planned for completion after 2030) - Bien Hoa – Vung Tau Railway (under investment project planning) B.2.5 Contents of the project B.2.5.1 Development phases Long Thanh International Airport is planned for development in the following phases: - Period 2018-2020: Phase 1 + build two parallel runways to the north + build terminals with capacity 25 million passengers per annum (MPA) and 1.2 million tons per annum (MTA) + build the airport city including stations, commercial and industrial zones, and an aviation academy. - Period 2020-2035: Phase 2 + build additional runway and related taxiways 142 MINISTRY OF TRANSPORT Department of Planning and Investment + expand terminal capacity to 52 million passengers per annum and 1.5 million tons per annum + expand the airport city - Period 2030-2035: Phase 2 is operational; all commercial flights operate from Long Thanh International Airport - After 2035: capacity is expanded. B.2.5.2 Airport planning The airport is planned in 3 phases in accordance with development periods of the airport including: the first period to 2030 (25 MPA), the second period 2035 (52 MPA) and the final period (100 MPA). In addition, interim targets for opening of the airport by 2020 (19MPA) are also planned Specific data in each period is shown in the following table: Airport runway 2020 2030 2035 Completion 2 2 3 4 -Length 4.000m -Width 60m -Width of boundary 7.5m in each boundary Taxiways According to demand -Width 25m -Width of boundary 17.5m in each boundary B.2.5.3 Terminal planning The terminal capacity and other criteria for each period of development are shown in the following table: Item 2020 2030 2035 Completion Aerobridge stands 42 51 112 197 Remote stands 34 34 86 158 8 17 21 22 0 0 5 17 9,000 m2 9,000 m2 9,000 m2 9,000 m2 10,000 m2 10,000 m2 10,000 m2 10,000 m2 207,000 m2 320,000 m2 441,000 m2 721,000 m2 60,000 m2 60,000 m2 60,000 m2 60,000 m2 Long-term stands Control station technical station and Remote stands VIP terminal Passenger Terminal Cargo terminal 143 MINISTRY OF TRANSPORT Department of Planning and Investment Stores of forwarding agent 131,100 m2 177,900 m2 313,100 m2 1,092,100 m2 Areas of forwarding agent 11,000 m2 14,000 m2 25,000 m2 85,000 m2 cargo 8,000 m2 10,400 m2 18,5000 m2 63,600 m2 Department of airport police 5 7 11 38 3,500 m2 4,100 m2 5,700 m2 6,900 m2 Security guardroom 2,900 m2 3,300 m2 4,200 m2 5,100 m2 Temporary room detention 8,100 m2 12,150 m2 16,200 m2 28,350 m2 Bomb containment isolation unit 8,000 m2 900 m2 1,300 m2 2,000 m2 10,000 m2 10,000 m2 10,000 m2 1,500 m2 600 m2 600 m2 1,500 m2 9,600 m2 rescue 4,800 m2 4,800 m2 9,600 m2 20,000 m2 Landscape protection area 20,000 m2 20,000 m2 20,000 m2 26,000 m2 A/S, area protection 26,000 m2 26,000 m2 26,000 m2 67,500 m2 Airport management and operation 13,300 m2 17,700 m2 35,900 m2 140,700 m2 Charter services 26,900 m2 35,600 m 74,300 m2 132,000 m2 Restaurant for airport staff 30,000 m2 38,000 m2 76,000 m2 72,500 m2 Health care center 13,800 m2 18,200 m2 38,000 m2 72,500 m2 Aerographic center 1,590 m2 1,770 m2 3,500m2 6,820 m2 Aircraft hangars maintenance 1,700 m2 1,700 m2 1,700 m2 1,700 m2 Aircraft apron maintenance 456,000 m2 741,000 m2 969,00 m2 1,140,000 m2 Compass rose 10,000 m2 10,000 m2 10,000 m2 10,000 m2 Engine area 10,000 m2 10,000 m2 10,000 m2 10,000 m2 Apron aircraft for Department customs of Dog training area Airport fire service Fire and training area. L/S maintenance 144 MINISTRY OF TRANSPORT Department of Planning and Investment Ground support equipment store 20,600 m2 28,500 m2 52,900 m2 87,600 m2 Ground support equipment maintenance area 20,000 m2 24,000 m2 42,000 m2 87,600 m2 Fuel station for ground support equipment 20,000 m2 20,000 m2 30,000 m2 68,000 m2 Food processing area 51,000 m2 69,300 m2 110,700 m2 40,000 m2 Aviation fuel area 20,000 m2 26,000 m2 61,000 m2 212,100 m2 Hygiene operator 900 m2 900 m2 1,500 m2 111,000 m2 Near car parking 29,500 m2 36,800 m2 64,500 m2 2,400 m2 Far car parking 45,000 m2 56,300 m2 99,000 m2 103,400 m2 4,000 m2 5,250 m2 11,000 m2 158,300 m2 Taxi station 7,8000 m2 7,800 m2 17,000 m2 20,750 m2 Bus station 6,000 m2 7,000 m2 12,000 m2 24,000 m2 13,000 m2 17,600 m2 36,500 m2 69,200 m2 Parking lot of aviation staff Car hire services B.2.5.4 Communications, Navigation, Surveillance, Air Traffic Management - Air traffic management system: air traffic control station (station ATC) will be located near the terminal. Airport operations includes the management of 2 sides of the airport runway with 4 positions for each airport (air control, ground movement control, training position, and apron control) - Communications, navigation, surveillance (CNS) system including: + Information • • Equipment of air-to-ground frequency Automatic Message Handling System (AMHS) and terminal equipment AIS (Aviation Information System) • • • Voice Control and Cassette System (VCCS) Automatic Information Services at the airport (D-ATIS) Telecommunication connection + Guiding • • • Doppler Microwave Omni directional Radio /Distance Measure Equipment (DVOR/DME) Precision Landing System (ILS) Ground-Based Augmentation system (GABS) + Supervision • • PSR/MSSR Mode – S ADS-B Lading Station (dependent supervision – Broadcast) 145 MINISTRY OF TRANSPORT Department of Planning and Investment • A-SMGCS -Meteorological observation System -The airport lighting system is summarized in the following table No Item Unit Quantity 1 Precision approach light system set 8 2 Two ends light system PAPI set 8 3 Boundary light of airport runway set 4 4 Threshold light of airport runway (including boundary light)/end light set 8 5 Signal light of airport runway set 4 6 Light of landing area set 8 7 Boundary light of taxiways system 1 8 Signal light of running system system 1 9 Signal light of taxiways system 1 10 Stop light system 1 11 Air bag and barrier warning light set 1 12 Light of landing area No 13 Warning light of airport area No B.2.5.5 Facility planning - Water supply system is taken from the water supply pipeline 2,000 mm diameter which has been built recently along NH51. - Waster water treatment system: waste water is treated in the sewage treatment plant which is planned to exclusively serve Long Thanh airport, situated inside the airport perimeter. The sewage water treatment process will apply modern technology (activated sludge or oxidation ditch system). After treatment, discharge water will flow into the surface water drainage system or available water drainage system. -Liquefied gas supply system (PLG): PLG system will be provided for Long Thanh Airport to serve restaurants, canteen and other cooking areas. PLG supply is available close to the airport. -Ventilation and air conditioning system: one central air-conditioning system is planned. - Electrical power supply system: 2 electric power sources are proposed including electrical substation of Long Thanh Airport (2×40MVA) which will be built in 2015 and Loc An – Binh Son electrical substation (1×40MVA) which will be built in 2015. - Communication network: The system will include communication lines, cable system, high security LAN and other features such as biometric sensors, vision sensor, penetration sensors, detecting devices for luggage, display monitors, technical software etc 146 MINISTRY OF TRANSPORT Department of Planning and Investment B.2.5.6 Airport Access Phase 1: Access via Ho Chi Minh - Long Thanh – Dau Giay expressway, and provincial highway 25C. Final phase: Access via Ho Chi Minh - Long Thanh – Dau Giay expressway, provincial highway 25C and HCMC 4th ring road. B.2.6 Total Investment Estimated total investment for the project in phase 1 is US$ 6,048 million. Item Cost ($US million) Construction cost: 4,346.5 Consultant cost (10%): 434.7 Expected cost (10%): 478.1 VAT and other taxes (15%): 788.9 B.2.7 Preliminary analysis of feasibility of the Project (economic and financial aspects) The results of preliminary economic analysis of the project show an EIRR of 21.1 %. This result is higher than the socially required rate of return (around 10%-12%) of public projects in Vietnam. Therefore the project has been considered feasible from the economic perspective. The sensitivity analysis results are shown in the following table. EIRR subject to sensitivity analysis Implementation cost Turnover rate of aviation fee 80% 90% 100% 110% 120% 40% 23.6% 21.1% 20.8% 19.7% 18.7% 45% 23.7% 22.2% 20.9% 19.8% 18.8% 50% 23.9% 22.4% 21.1% 19.9% 19.0% 55% 24.1% 22.5% 21.2% 20.1% 19.1% 60% 24.3% 22.7% 21.4% 20.3% 19.3% The results of preliminary financial analysis of the project show an FIRR of 4.1%. This does not demonstrate financial viability as a stand-alone investment. Therefore a combination government and private sector finance, together with the support of concessional loans may be required. The analysis of sensitivity by changing the turnover rate of aviation fee and implementation cost is shown as following table: 147 MINISTRY OF TRANSPORT Department of Planning and Investment FIRR subject to sensitivity analysis Implementation cost Turnover rate of aviation fee 80% 90% 100% 110% 120% 10% 4.1% 3.5% 2.9% 2.4% 1.9% 45% 4.8% 4.1% 3.5% 2.9% 2.5% 50% 5.5% 4.8% 4.1% 3.6% 3.1% 55% 6.3% 5.5% 4.9% 4.3% 3.8% 60% 7.2% 6.4% 5.7% 5.1% 4.6% B.2.8 Project Impact • Economic impact The construction of Long Thanh International Airport will have a strongly positive impact on the regional, and potentially the national economy due to an improved environment for growth in trade, tourism and investment. The project will bring large numbers of employment opportunities to the area, both during the development and operational phases. • Natural conditions - The project would cause some social impact due to land acquisition, although most of the site is currently rubber plantation. - The project would cause negative impact on air quality, and noise levels during construction, and operations. - Soil erosion may increase due to construction operations. - Forecast noise levels due to aircraft movements are expected to exceed permitted thresholds in 2030 if mitigating measures cannot be taken. • Impact on industries, sectors and localities - The project will help to meet traffic demand for passengers and freight in the project area and in the region. - The project will support development of the key economic region in the South, and in the whole nation - The project will contribute to completion of the national network of airports B.2.9. Schedule It is proposed to complete phase 1 and put the airport into use by 2020. B.2.10 The stability of the project The project is included in masterplan for development of the national airport system approved by the Prime Minister. 148 MINISTRY OF TRANSPORT Department of Planning and Investment B.3 UPGRADING OF PHU BAI INTERNATIONAL AIRPORT Project information is summarized based on the planning report for Phu Bai International Airport, Thua Thien- Hue Province prepared by Airport Engineering Consultancy And Services Joint stock company. B.3.1 The project name Project for upgrading of Phu Bai International Airport B.3.2 Background and the necessity of the project Phu Bai International Airport plays an important role in the aviation sector in Vietnam, and is ranked fourth by passenger volume. As a key airport for the tourism industry, Phu Bai is rated as having high efficiency and service quality. According to the Airport Transport Development Plan for 2020 with vision to 2030, Phu Bai Airport provides domestic and inter-regional flights among Northern– Northern and Central – Southern Regions. The airport is both a civilian and military airport. The airport is rated 4E under ICAO code, and as a second – grade military airport. It can provide 24 hour operation of B777 Aircraft or similar. Phu Bai Airport has significant advantages due to its location in the Central region key economic zone with great potential for tourism, with particularly high levels of international visitors. Favorable topographic and geological conditions have permitted extending and upgrading the airport to 4D or 4E grade (under ICAO code) capable of receiving mediumsized planes such as: A-320, A-321, B777, and B747-200 etc. With the role and position described above, Phu Bai Airport is key to the economic development of Thu Thien – Hue Province. B.3.3 Project Objectives, Scope and Location B.3.3.1 Project Objectives Develop Phu Bai as an international Airport serving both civil and military flights. B.3.3.2 Location Phu Bai International Airport is situated in Huong Thuy District, Thua – Thien Hue Province. The airport location is shown on the following figure. 149 MINISTRY OF TRANSPORT Department of Planning and Investment Location of Phu Bai International Airport 150 MINISTRY OF TRANSPORT Department of Planning and Investment B.3.3.3 Demand forecast The transport demand forecast for Phu Bai International Airport is shown in the following table. No. 1 Indicator Unit Forecast 2015 2020 2025 2030 The total number of passengers Persons/year 3,000,000 5,000,000 7,000,000 9,000,000 - Domestic passengers Persons/year 2,830,000 4,680,000 6,550,000 8,400,000 - International passengers Persons/year 170,000 320,000 450,000 600,000 tons 50,000 80,000 100,000 150,000 - Passenger/rush hour Persons/hour 1,500 2,000 3,000 4,000 - Aircraft movements / peak hour Movements / hour 20 20 25 30 - Aircraft movements / peak day Movements / day 110 130 160 180 - Aircraft movements / year Movements / year 40,000 50,000 60,000 70,000 2 Cargo 3 Peak levels B.3.4 Content of the project B.3.4.1 Airport planning The Airport is capable of receiving such aircrafts as Airbus A320/A321, Boeing 767, Boeing 777-200LR and similar planes. - Landing and take-off runway: Extend take-off runway number one to 3,048 m x 45 m by 2020. After 2030, build landing runway number two with dimensions 3,800 m x 45 m. - Taxiways: one 3,048 long parallel taxiway and six connecting taxiways by 2020. After 2020, extend the parallel taxiway to 3,800 in length and build a new connecting taxiway. - Apron: Use modern apron by 2020, then add further apron capacity to 43 stands by 2030. B.3.4.2 Planning of airport functional capacity 151 MINISTRY OF TRANSPORT Department of Planning and Investment - Passenger terminal: by 2020 build a passenger terminal with capacity 2,000 passengers/peak hour. Expand its capacity to 4,000 passengers/peak hour by 2030. - Cargo terminal: build a cargo terminal with capacity 100,000 tons/year by 2020. Expand to 200,000 tons/year by 2030. - Airport management and operations area: develop the following by 2020: + The office for airport authorities: land area of 2,000 m2 + Customs office: land area of 2,000 m2 + Immigration police office: land area of 3,500 m2 + Traffic police office: land area of 2,500 m2 + Medical quarantine office: land area of 2,000 m2 + Animals and plants quarantine office: land area of 2,000 m2 + Airport fire service: land area of 2,500 m2 By 2030: investment and construction subject to demand - Technical services and airport commerce: by 2020 invest and construct following items: + Charter services: land area of 5,400 m2. + Airport offices: land area of 6,670m2. + Aircraft maintenance area: land area of 11,400m2. + Catering center: land area of 3,000m2 + Waster water treatment station: land area of 25,000m2 + Meteorology – Information Area: land area of 4,000 m2 + Aviation fuel area: land area of 25,000 m2, Capacity: 900-1,000 m3 By 2030: investment and construction subject to demand: - Air Traffic Control Station, Flight Training Center, and Center for Information, Meteorology and flight management equipments. - Commercial Services Center: total land area of 21,000m2 subject to demands for investment in offices for lease, hotels, restaurants, supermarkets, cultural center, sports center, conference center, exhibition center, post office and other services. - Airport access: by 2020 construct the following items: + Expressway interchange and four-lane divided highway as access road + Internal road + Car parking: by 2020 with area 62,000m2, and 111,200 m2 by 2030. - Electricity supply: sourced from national grid with capacity of 12,660 kVA by 2020 and that of 17,230 kVA by 2030. - Water supply: build water supply station with capacity 1,800 m3/day increasing to 2,200 m3/day by 2030. - Drainage: waste water is locally treated. 152 MINISTRY OF TRANSPORT Department of Planning and Investment - Protection barriers: complete protection barriers by 2020. B.3.5 Total Investment Estimated total investment for the project is 12,571 billion Dong. In which: - By 2020: 6,087 billion Dongs - 2020 – 2030: 6,484 billion Dong B.3.6 Project Impact • Economic impact The economy of Thua Thien – Hue Province as well as that of the Central Region key economic zone will grow due to improved transport facilities which are critical to the tourism industry. Investment in the airport will create employment opportunities. • • Natural conditions - Air quality will reduce locally due to the effect of aircraft and ground vehicles. - Underground and surface water sources may be polluted by airport construction and operations. - Increased noise levels due to aircraft movements will negatively affect the quality of life of nearby residents. Impact on industries, sectors and localities - The project will help to meet traffic demand for passengers and freight in the in the Central region key economic zone. - The project will support development in the key economic region in the Center. - The project will contribute to completion of the national network of airports B.3.7 The stability of the Project The project is included in masterplan for development of the national airport system approved by the Prime Minister. The development plan for Phu Bai International Airport was also approved by Prime Minister in Decision 129/QĐ-TTg of 17th July 2009. 153 MINISTRY OF TRANSPORT Department of Planning and Investment C. RAILWAY PROJECTS 154 MINISTRY OF TRANSPORT Department of Planning and Investment C1. UPGRADING OF HANOI – NOI BAI RAILWAY Project information is summarized from the summary report on the project for upgrading Hanoi – Noi Bai railway line C.1.1 Name of the Project The project for upgrading Hanoi – Noi Bai railway line C.1.2 Background and the necessity of the project Noi Bai International Airport is not currently served by rail access, and as passenger demand increases there is a need for a mass transit link to the capital. Bac Hong – Van Dien railway forms part of the national railway system and links Yen Lien – Lao Cai railway and Hanoi – Ho Chi Minh City railways. It was built and has been in use since 1987 with double track railway on 1435 mm standard rail gauge, and design load T26. The proposed project is to upgrade the Ngoc Hoi-Bac Hong (Dong Anh district) railway to express standard, and construct an additional 8km rail from Bac Hong to Noi Bai International Airport C.1.3 Project Objectives, Scope and Location C.1.3.1 Project Objective Construction of Ngoc Hoi – Noi Bai Airport dual track railway of 1435m standard railway gauge C.1.3.2 Project Location - Start point: Ngoc Hoi Station - End point: The Western area of Noi Bai Airport The railway has the total length of 47km and is located within the limits of Hanoi City. The alignment is shown in the following figure. 155 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Ngoc Hoi – Noi Bai Airport Railway 156 MINISTRY OF TRANSPORT Department of Planning and Investment C.1.3.3 Demand forecast Estimated passenger volume of Ngoc Hoi – Noi Bai Airport railway is indicated in the following table. Year Phase 1 Phase 2 ( Noi Bai Airport – Ha Dong) ( Noi Bai Airport – Ngoc Hoi) Daily passengers (trips) Peak hour volume (passengers) (Passengers / hour / direction) Daily passengers (trips) Peak hour volume (passengers) (Passengers / hour / direction) 2015 55,100 2,400 62,600 2,900 2020 68,200 2,800 75,900 3,300 2025 83,400 3,400 91,700 3,800 C.1.3.4 Scope and Technical Standards • Railway gauge: twin track railway of 1435mm standard railway gauge (study the possibility of using a combination of 1435mm railway gauge and 1000mm railway gauge for use by freight trains). • Design speed: 130km/h. • Electrification: AC 25kV. C.1.4 Content of the Project C.1.4.1 Trackwork Upgrading of Ha Dong – Bac Hong (Tang My) railway with length 29.7 km and construct new Bac Hong – Noi Bai Airport railway with length 8 km. The line would connect Bac Hong to the western part of Noi Bai Airport, conforming to the detailed masterplan for Noi Bai Airport prepared by Northern Airport Authority. The new airport railway station would be incorporated into the current airport expansion which is under construction, and would also be provided with an underground pedestrian link to National Highway No.18. Implementation is planned in two phases: - Phase 1: Upgrade Ha Dong – Bac Hong railway and construct Bac Hong – Noi Bai line as twin track 1435 gauged railway (study the possibility of using a combination of 1435mm and 1000mm gauges). Estimated completion date is 2014. - Phase 2: On completion of Ngoc Hoi station, the link would be extended from Dong Da to Ngoc Hoi station after 2015. C.1.4.2 Stations - Seven stations will be established and linked to Ngoc Hoi station as follows: + Noi Bai Airport, terminal station at Passenger terminal T1: new construction. + Noi Bai Airport, terminal station at Passenger terminal T2: new construction. 157 MINISTRY OF TRANSPORT Department of Planning and Investment + New Station number one (near Thang Long Industrial park): new construction. + New Station number two (near Southern Thang Long bus station): new construction. + Phu Dien Station: to be improved and upgraded + New Station number three (near the crossing with railway line number five): new construction. + Ha Dong Station (to be improved and upgraded) It is noted that Ha Dong Station is to be designed in Number one urban railway line Construction Project. - The passenger capacity is estimated based on 180 passengers/carriage (standing passengers at four passengers/m2) - Train operation is planned from 0600 to 2400 (18 hours). C.1.4.3 Operation Plan The operation plan of the railway is summarized in the following table. Item Phase 1 Phase 2 Noi Bai Airport – Ha Dong Noi Bai Airport – Ngoc Hoi Alignment Total length of 37 km (8 km Total length of 47 km (8km new railway + 29 km existing new railway + 39 km railway) existing railway) Design speed 120km/h Railway Double sections 130km/h track railway in Double track railway for full line Passenger volume - peak 180 x 4 x 4 x 3 = 8640 hour (estimated for four – (Passengers/direction/hour) carriage trains) 180 x 4 x 6 x 3 = 12 960 Passenger volume – off 180 x 4 x 4 x 15 = 32 400 peak (estimated for four – (Passengers/direction/hour) carriage trains) 180 x 4 x 4 x 15 = 43 200 Number of trains (Passengers/direction/hour) (Passengers/direction/hour) Estimated: 8 trains (6 trains Estimated: 12 trains (10 operating / 2 trains standby) trains operating / 2 trains standby) C.1.5 Total investment Estimated total investment for the Project is 13,076 billion Dong, equivalent to US$ 681 million (at exchange rate 19,200 VND = 1 $US). In which: - Phase 1: US$ 500.7 million - Phase 2: US$ 112.7 million 158 MINISTRY OF TRANSPORT Department of Planning and Investment C.2 HAI VAN RAILWAY TUNNEL Project information is summarized based on the pre-feasible study report on Hai Van Railway Tunnel (Hanoi – Ho Chi Minh City railway) made by Investment & Construction Consultancy Company in 2004. C.2.1 Name of the project The project for investment in “Hai Van Railway Tunnel”. C.2.2 Background and necessity of the project The railway passing through Hai Van Pass runs along the coast from Lap An lagoon to Kim Lien Gulf and was constructed in the 20th century as a single track meter gauge railway based on the French design standard of 1888. The capacity is limited, and average speed of trains is less than 15 km/h. The existing railway section passing through Hai Van pass (from Lang Co railway station at km775 +417 to +800 Kim Lien-km776) is 21.382 km long. The section has 133 curves (of which 10 with R ≤ 150m, 9 with R ≤ 200m), comprising 62% of the section length. The steepest gradient is ip = 1.7%, and slope sections make up 60% of the section length. There are 06 long tunnels totaling 2,252m in length and many bridges, retaining walls and culverts on the route. Track is P43 rail which is worn and must be replaced every 6 months, on double concrete block sleepers with steel ties. In recent years, Vietnam Railways has proposed a number of solutions to improve the capacity of this section by strengthening traction, renovating signals, and setting up signal stations. However, with these solutions, the capacity of the section is only 13 -14 pairs of trains per day, sufficient for demand until 2005. Meanwhile, in the key central economic region, especially around Hue - Da Nang, many industrial zones, resorts and sea ports have been developed, which rely on the regions transport infrastructure, in particular on the railway section passing through Hai Van Tunnel. Upgrading of the section of railway at Hai Van Pass was among the projects approved in Decision 1686/QD-TTg of November 20, 2008 on the development strategy of Vietnam rail transport to 2020 and a vision to 2050, and Decision 136/QD-TTg of September 10, 2009 on adjustment of the development strategy of Vietnam rail transport to 2020 and orientation until 2030. C.2.3 Project Objectives, Scope and Location C.2.3.1 Project Objectives Construction of “Hai Van railway tunnel” to improve speed and capacity of rail transport on this bottleneck section, minimizing travel time through Hai Van pass, and ensuring safe yearround travel. C.2.3.2 Project Location - Start point: behind Hoi Mit bridge at km750+358.80 (based on Thong Nhat railway chainages) in Thua Thien – Hue. - End point: Kim Lien railway at km776+880 (based on Thong Nhat railway chainages) in Da Nang city. The alignment is shown in the following figure. 159 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Hai Van Railway Tunnel 160 MINISTRY OF TRANSPORT Department of Planning and Investment C.2.3.3 Traffic Forecast Estimated transport demand of goods and passengers in 2020 for sections of Hanoi – Ho Chi Minh City railway are shown as follows. No. Section Goods (Ton/year) Passengers (passengers/year) 1 Vinh – Dong Hoi 7,844,945 7,931,085 2 Dong Hoi – Hue 7,490,530 7,729,240 3 Hue – Da Nang 7,587,255 8,385,510 4 Da Nang – Quang Ngai 7,892,760 7,159,840 5 Quang Ngai – Dieu Tri 7,618,280 7,045,960 C.2.3.4 Scope and technical standards To construct a railway through Hai Van tunnel with meter gauge track. Tunnel cross section is based on a single meter gauge track, with a bypass cavern in the centre (to allow increased train frequency without providing a second tunnel), and use of electric locomotives. In addition the project includes construction of one new station, improvement of one station, and construction of new roads and bridges at each end of the tunnel. The main technical standards of the project are presented in the following table: No. Technical factors I For the tunnel and track in the tunnel 1 Maximum design speed (km/h), Vmax o 1000mm track 1435mm track 120 160 2 Minimum gradient in the tunnel ( /o) 3.0 3.0 3 Cross slope of track bed in the tunnel (o/o) 20.0 20.0 4 Vertical curve radius (m) 5,000 5,000 5 Type of locomotive Diesel - Electric Diesel - Electric 6 Clearance B; H (m) - Single track B=4.00; H=5.30 B=4.88; H=6.55 - Double track B=7.80; H=5.30 B=9.08; H=6.55 7 Rail weight (continuous welded type) P50 P50 8 Ballast-less track formation structure Reinforced concrete Reinforced concrete 2mx2.2mx1m 2mx2.2mx1m Yes Yes No No 11 Dimensions of shelters for workers in the tunnel Cavern for materials, equipments in the tunnel Artificial ventilation system 12 Lighting system (for maintenance) Yes Yes 13 Tunnel guard house No No II Bridges 14 Design load level 9 10 MINISTRY OF TRANSPORT Department of Planning and Investment - Abutment, pier T22 T22 - Span T16 T16 Unlimited Unlimited 1 1 Mainly Mainly 120 60 6 6 T16, T18 T16, T18 600 600 15 Design speed (km/h) 16 Design flood elevation frequency (%) III Track 17 Track level 18 Speed (km/h), Vmax 19 % 21 Limited gradient ip( ) Design load for superstructure and infrastructure Minimum curve radius (m) 22 Point switch (tg α) 1/12 1/12 23 Rail P50 P50 24 Compact, flexible coupling tie Prestressed concrete Prestressed concrete 25 Ballast stone thickness (cm) 30 30 26 Clearance B=4.00; H=5.30 B=4.88; H=6.55 20 C.2.4 Related Projects - Plan to move Da Nang Station and relating works out of Da Nang City centre. - Expansion project for national highway in section La Son – Lang Co. - Ho Chi Minh highway project in section Cam Lo – Tuy Loan. C.2.5 Content of the project C.2.5.1 Trackwork To construct a single track meter gauge line (B=5.7m) from the end of Hoi Mit bridge km750+358.80 (Thong Nhat Railway chainage) to Kim Lien station km776+880 (Thong Nhat Railway chainage), with length of approximately 13.618km; C.2.5.2 Technical details - 1 railway tunnel with length 9,850m, cross section for 1000mm single track with passing cavern at the midpoint. - 6 bridges including Hoi Mit bridge (L=55m), Hoi Can Bridge (L=71m) and Hoi Dua bridge (L=30m) north of the Northern portal and bridges km762+000 (L=50m), bridge km763+000 (L=71m), crossover km763+150 (L=42m) south of the Southern portal. All bridges use prestressed reinforced concrete girders. - 1 new passing station (An Cu station) and improvement of 01 station (Kim Lien station) to be buitt. - 2 110 kV low voltage substations to be provided one at each end of the tunnel. C.2.6 Total investment Estimated total investment of the project is: 105.14 million USD (of which construction cost is 76.27 million USD). MINISTRY OF TRANSPORT Department of Planning and Investment C.2.7 Project Impact • Economic Impact Construction of a new rail tunnel at Hai Van pass would increase the goods and passenger capacity of the North-South railway, and reduce journey times. This would promote an increased market share for rail transport over other transport modes, and would aid the development of the trans-Asian railway network. • Environmental Impacts The Hai Van railway tunnel project is expected not to have significant negative environmental impacts. Some impacts might include: - Exhaust gas from construction equipments. However, as the area is sparsely populated, this impact is not significant; - Disposal of waste water during construction; - Reduced scenic and tourism value compared to the existing rail line. C.2.8 The stability of the Project The project is totally in line with Rail Transport Development Strategy up to 2020 and vision to 2050 which has been approved by the Prime Minister. MINISTRY OF TRANSPORT Department of Planning and Investment C.3 BIEN HOA – VUNG TAU RAILWAY Project information is summarized based on the project interpretation study implemented by Transport Engineering Design Incorporated South (TEDI South) in 2011. C.3.1 Name of the Project The investment project for “Bien Hoa – Vung Tau Railway line” C.3.2 Background and necessity of the project There is currently no rail connection to the petrochemical center of Ba Ria – Vung Tau, and to the new deep water port complex of Cai Mep – Thi Vai. In particular it is intended that the port complex will become the principal gateway port to the southern region of Vietnam, and a lack of a rail link access would limit the extent of the efficiency benefits that the new port can offer, and limit the geographical extent of the potential market for the port. The Ministry of Transportation assigned consultant Southern Transportation Design and Consultation Company (now known as TEDI-South) to prepare a pre-feasibility study on construction of a rail line from the existing rail line at Bien Hoa, to the port complex at Cai Mep – Thi Vai. The study was approved by MOT in Document 530/KH-ĐT of 12th March 1997 and by the Prime Minister in Document 291/VP-CN of 27th March 2000. Subsequently in June 2000, TEDI South prepared a feasibility study report. On 30th August 2007, Ministry of Transportation in Decision 2667/QĐ-BGTVT included Bien Hoa – Vung Tau Project in the list of projects seeking BOT investment. The Japan External Trade Organization (JETRO) further commissioned a feasibility study, and in Document No.1780/QĐ-BGTVT of 19th June 2008 the Ministry of Transportation instructed the Vietnam Railway Adiministration to prepared an investment project under Vietnamese regulations based on the JETRO study recommendations for construction of Bien Hoa – Vung Tau Railway. C.3.3 Project Objectives, Scope and Location C.3.3.1 Project Objective Construction of a new 1435 gauge railway for passenger and freight transport between Bien Hoa and Vung Tau. The Project coveres the construction of a single track 1435mm gauge railway to Thi Vai Port and double track 1435 gauge lines to Cai Mep Port, improvement and new construction of stations, depot for maintenance of, rolling stock and other necessary equipment. C.3.3.2 Project Location - Starting point: + The start point (freight station): Trang Bom station + The start point (passenger station): Bien Hoa station (under Hoa Hung – Trang Bom railway). - Ending point: + Ending point (freight station): Vung Tau goods station at Ben Dinh – Sao Mai port + Ending point (passenger station): Vung Tau passenger station In addition, the Project covers branch lines to Cai Mep Port and Thi Vai Port MINISTRY OF TRANSPORT Department of Planning and Investment The Project is located in Dong Nai province and Ba Ria - Vung Tau province. The alignment is shown in the following figure: MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Bien Hoa – Vung Tau Railway 166 MINISTRY OF TRANSPORT Department of Planning and Investment C.3.3.3 Demand forecast Traffic Forecast In 2020 (Passenger/day night) To From Ho Chi Minh City Bien Hoa Long Thanh Phu My Vung Tau Total 8,116 2,736 6,393 2,029 19,274 1,358 Ho Chi Minh City Bien Hoa 8,134 582 Long Thanh 2,739 582 146 3,467 Phu My 6,377 1,359 340 8,076 Vung Tau 2,030 Total 19,280 10,057 10,074 146 340 3,464 8,091 2,516 2,515 43,407 In 2030 (Passenger/day night) To From Ho Chi Minh City Ho Chi Minh City Bien Hoa Long Thanh Phu My Vung Tau Total 35,103 11,929 28,156 8,843 84,031 2,538 5,921 Bien Hoa 35,397 Long Thanh 11,941 2,538 637 15,116 Phu My 27,870 5,926 1,483 35,279 Vung Tau 8,847 Total 84,055 43,567 637 1,483 15,104 35,560 43,956 10,967 10,963 189,249 167 MINISTRY OF TRANSPORT Department of Planning and Investment Traffic Forecast Year 2020 (Ton/year) To From Ho Chi City Ho Chi Minh City Dong Nai Binh Duong Ba Ria – Vung Tau Total 732,080 978,370 311,240 2,021,690 1,842,180 316,880 2,159,060 186,080 72,930 259,010 Minh Bien Hoa Long Thanh Phu My 2,233,090 129,220 35,420 Vung Tau 4,261,350 861,300 1,013,790 2,397,730 701,050 6,837,490 Container volume on the railway (Unit: TEU) Year Cai Mep – Thi Vai Port Ben Dinh – Sao Mai Port 2020 834,900 280,966 2030 1,274,560 533,885 C.3.3.4 Scope and Technical Standards The JETRO study proposed a geometric standard a design speed of 200 km/h. In the first phase, train operation would be with a maximum speed of Vmax = 150 km/h (TCVN 4117 – 85) Regarding length of sidings for freight trains, it is proposed to reserve land sufficient to extend siding length to 850 m (TCVN 4117 – 85), but in the first phase, it would be limited to 500 m (as in JETRO report). Technical Standards of the Project are described in the following Table: Basic technical standards for the Project Item Speed Trang Bom Section – Phuoc Tan Railway Junction + Goods Train V = 100 km/h Bien Hoa – Vung Tau Section Section to the Port + Passenger Train: V V = 70 km/h = 200 km/h + Goods Train: V = 100 km/h Gauge Standard gauge: (1, 435 mm) Standard gauge: Standard gauge: (1, 435 mm) (1, 435 mm) 168 MINISTRY OF TRANSPORT Department of Planning and Investment Item Trang Bom Section – Phuoc Tan Railway Junction Bien Hoa – Vung Tau Section Section to the Port Radius of + Normal: Rmin = 1,200 m horizontal + Difficult: Rmin = 400 m curve + At stations: Rmin: 1000 m + Normal: Rmin = + Normal: Rmin = 2,000 m 250 m Transitional curve Parabolic shaped curve Parabolic shaped level 3. curve level 3. Length of transitional curve - Length : L = 1,700 x shall be taken as in Cm table 5 (Standard on - Cm: applied actual railway design – size 1435 – super elevation TCVN4117:1985) Parabolic shaped curve level 3. Length of transitional curve shall be taken as in table 5 (Standard on railway design – size 1435 – TCVN4117:1985) Line + Two reverse curves segment - Normal: 75 m between two curves - Difficult: 30 m + Difficult sections, + Difficult: Rmin = approaches to stations: 200 m Rmin = 1000 m + At station: Rmin: + At stations: Rmin = 600 m 1000 m + Lmin = 100 m + Two curves opposite - Normal: 50 m - Difficult: 20 m + Two curves in the same direction: 100 m + Two curves in the same direction: 50 m Longitudinal slope + Main route: ip = 9 ‰ + Main route: ip = 9 ‰ + Main route: ip = 9 ‰ Vertical curve + ∆I >3 ‰, vertical curve + ∆I >3 ‰, vertical + ∆I >3 ‰, vertical shall be arranged with R = curve shall be arranged curve shall be 10,000 m with R = 16,000 m arranged with R = 5,000 m Limited size of structure (construction limited size) It shall be taken in + Height: 6,450 mm accordance with Standards + Width: 4, 200 mm on railway design – size 1435 – TCVN4117:1985 Extend the limited size on the curve: W = 50,000/ R (mm) + Slope in station: under + Slope in station: 1.5 ‰ under 1.5 ‰ + Slope in station: under 1.5 ‰ It shall be taken in accordance with Standards on railway design – size 1435 – TCVN4117:1985 R: Radius of curve (m) 169 MINISTRY OF TRANSPORT Department of Planning and Investment Item Trang Bom Section – Phuoc Tan Railway Junction Width and + Width of track base on slope of straight sections: 12.2 m track base + On curves, extend the surface track base in accordance with Table 14 (Standards on railway design – size 1435 – TCVN4117:1985) + Horizontal slope: 3 ‰ Bien Hoa – Vung Tau Section Section to the Port + Width of track base + Width of track base on straight sections on straight sections: 12.3 m 12.2 m + On curves, widen the + On curves, widen track base subject to the track base in radius of the curve accordance with Table 14 (Standards + Horizontal slope: 3 on railway design – ‰ size 1435 – TCVN4117:1985) + Horizontal slope: 3 ‰ Super elevation C= 11.8V2/R; Cd = C- C= 11.8V2/R; Cd = C- C= 11.8V2/R; Cd = Cm Cm C- Cm + C: Theoretical + C: Theoretical + C: Theoretical superelevation (mm) superelevation (mm) superelevation (mm) + V: Velocity of train + V: Velocity of train + V: Velocity of train (km/h) (km/h) (km/h) + R: Radius of the curve + R: Radius of the + R: Radius of the (m) curve (m) curve (m) + Cm: applied actual + Cm: applied actual + Cm: applied actual super elevation (mm) super elevation (mm) super elevation (mm) + Cd: insufficient super + Cd: insufficient super + Cd: insufficient elevation (mm) elevation (mm) super elevation (mm) + Allowable maximum + Allowable maximum + Allowable super elevation: Cmax = super elevation: Cmax maximum super 160 mm = 160 mm elevation: Cmax = 125 mm + Allowable insufficient + Allowable super elevation: Cdmax insufficient super + Allowable = 100 mm elevation: Cdmax = 100 insufficient super elevation: Cdmax = 100 Centerline + Straight sections: 4.2 m + Straight sections: 4.3 + Straight sections: to centerline m 4.2 m + In stations: 5.0 m spacing of + In stations: 5.0 m + In stations: 5.0 m parallel tracks Designed load capacity 22 tons 22 tons 22 tons 170 MINISTRY OF TRANSPORT Department of Planning and Investment Trackbed Crushed stone ballast Crushed stone ballast Thickness of ballast shall Thickness of ballast be over 30 cm. Slope of shall be over 30 cm. ballast shoulder: 1: 1.5 Slope of ballast shoulder: 1: 1.8 Item Trang Bom Section – Phuoc Tan Railway Junction Bien Hoa – Vung Tau Section Crushed stone ballast Thickness of ballast shall be over 30 cm. Slope of ballast shoulder: 1: 1.5 Section to the Port Rail Mainline 60kg/m Mainline 60kg/m Mainline 60kg/m continuous welded rail, continuous welded rail, continuous welded rail, branch line 50kg/m branch line 50kg/m branch line 50kg/m Sleepers Concrete Concrete Concrete Switch In the main route, use switch with angle of tg = 1/12, rail P60. In other road, use switch with angle of tg = 1/10, rail P60 In the main route, use switch with angle of tg = 1/15, rail P60. In other road, use switch with angle of tg = 1/10, rail P60 In the main route, use switch with angle of tg = 1/12, rail P60. In other road, use switch with angle of tg = 1/8, rail P50 Station length + Permissible length of + Permissible length of + Permissible length of goods train dispatching goods train dispatching goods train dispatching siding: siding: siding: - First stage: L = 500 m - First stage: L = 500 m - First stage: L = 500 m - Second stage: L = 850 - Second stage: L = 850 - Second stage: L = 850 m m m - Thi Vai – Vung Tau: + Length of station platform: - stopping train: - First stage: L = 130 m - Second stage: L = 170 m - express train and thuoght (non stop) train: L = 300 m + Width of station platform >= 5 m Crossing Grade separated with main roads Grade separated At grade 171 MINISTRY OF TRANSPORT Department of Planning and Investment C.3.4 Related important Projects To be under planing or tobe implemental doing the implementation, more considerations should be given to follwing projects: - Project for by – pass to Bien Hoa City: in progress - Project on improvement and upgrading of Highway 51: in progress - Project on extension of Cai Mep – Thi Vai Port access road - Bien Hoa – Vung Tau expressway: Project is being prepared - Ho Chi Minh City – Long Thanh – Dau Giay expressway: under construction - Ben Luc – Long Thanh expressway: under detailed design - Long Thanh International Airport Project: under planning - North – South Railway Project - Tram Bom – Hoa Hung Railway Project C.3.5 Content of the Project C.3.5.1 Trackwork - To build double track railway line with 1435 mm gauge for transport of goods and passenger trains in Bien Hoa – Vung Tau Section with the length of about 80.5 km - To build the single track railway line of 1435 mm gauge to join to Thi Vai Port with the length of about 5.4 km and double track line of 1435 mm to join to Cai Mep Port with total length of about 11.75 km; - To build double track railway line of 1435 mm in Trang Bom Section – Intersection with Phuoc Tan railway for goods trains with the length of 7.8 km - Bien Hoa – Vung Tau Railway shall include the inland and over route. In which, the route in the Vung Tau City and river bridges shall cross the over route. Total length of route is 120.57 km In addition, the improvement of exsting Trang Bom station with conversion of 1,000 mm gauge into goods transit station with 1,435 mm gauge to Thi Vai – Cai Mep Port shall be included in the Project; construction loco depot for shunting locomotives at Trang Bom Station with the size of 1,000 mm; Construction of adjustment station of machine – tram at Thi Vai Station; Construction of depot for maintenance of rolling stocks at Vung Tau Station; construction another depot for maintenance electrical passenge trains at the Vung Tau station; C.3.5.2 Intermodal interchanges The route includes five intersections with major transport routes: - Phuoc Tan junction: intersection point between Tram Bom – Hoa Hung railway, Bien Hoa – Vung Tau expressway and Highway 51 - Intersection with Long Thanh – Dau Giay expressway and Sai Gon – Nha Trang expressway - Intersection with proposed light railway Thu Thiem – Long Thanh - Intersection with access road to Long Thanh Airport - Intersection with proposed Bien Hoa – Vung Tau expressway 172 MINISTRY OF TRANSPORT Department of Planning and Investment C3.5.3 Stations and facilities The whole route shall include 15 main stations on the main line which consists of 3 goods station and 12 passenger stations. C.3.6 Total Investment Total estimated cost for the project is: 105,150 billion Vietnam Dong 173 MINISTRY OF TRANSPORT Department of Planning and Investment C. 4 HANOI URBAN RAILWAY, DAEWOO HOTEL - LANG - HOA LAC ROUTE Project information is summarized based on the construction investment Report on Hanoi City Railway for Daewoo Hotel – Lang – Hoa Lac Route prepared by Transportation Investment and Construction Consultancy Company in December 2005. C.4.1 Name of the Project “Hanoi Urban Railway, Daewoo Hotel – Lang – Hoa Lac Route” Investment Project. C.4.2 Background and necessity of the Project Lang-Hoa Lac expressway (Thang Long avenue) has recently been completed as a 6-lane expressway with 2-lane service roads each side. New urban areas, recreation areas, and industrial zones have been constructed along the route of the expressway. There is an increasing population and rapidly increasing transport demand along is corridor from the city centre to Hoa Lac mainly along the Lang – Hoa Lac axis. According to the Transport Master Plan for Hanoi Capital to 2030 and vision to 2050 approved by Prime Minister, an urban railway shall be constructed in the corridor of the Lang- Hoa Lac road, in order to meet the growing transport demands of the residential, industrial and other areas in the corridor. Construction of the railway would contribute to rapid development of the urban areas and industrial zones along the line and in Hoa Lac. It would also contribute to relocation of residential areas, reducing traffic congestion in the city center. C.4.3 Project Objectives, Scope and location C.4.3.1 Project Objectives Construction of Hanoi Urban railway, Daewoo Hotel- Lang- Hoa Lac Line aims to provide a rapid and convenient travel system for passengers moving between the western areas of the city, and the city center. It would hepl reduce road traffic accidents, enhance air and environmental quality through reduction of road traffic in the urban area, and would assist in the creation of a modern city with a rapid link between the City centre and Hoa Lac Hi-Tech Zone C.4.3.2 Project Location - Starting point: Daewoo Hotel area. - Ending point: Hoa Lac Hi-Tech zone. The alignment is shown in the following figure. 174 MINISTRY OF TRANSPORT Department of Planning and Investment Alignment of Hanoi urban railway - Daewoo hotel – Lang – Hoa Lac Line 175 MINISTRY OF TRANSPORT Department of Planning and Investment C.4.3.3 Traffic Forecast Forecast passenger demand for the urban railway is presented in the following table: Unit: Passengers 2013 (future period) No. Section 1 Daewoo hotel – Lang 2 3 4 5 Lang – Hanoi 3rd Ring road Hanoi 3rd Ring road – Provincial road No.70 Provincial road No.70 – Provincial road No. 80 Provincial road No. 80 – Hoa 2023 (future period) 2033 (future period) Max. Max. Max. Max. Max. Max. number of number of number of number of number of number of peak hour peak hour peak hour passengers passengers passengers passengers passengers passengers / day / / day / / day / hour / hour / hour / direction direction direction direction direction direction 42,432 5,092 132,600 15,912 201,552 24,186 49,920 5,990 150,843 18,101 229,282 27,514 38,189 4,583 114,566 13,748 174,141 20,897 26,732 3,208 120,295 14,435 182,848 21,942 24,823 2,979 111,702 13,404 169,787 20,374 Lac C.4.3.4 Scope and technical standards Basic parameters are as follows: - Dimensions: length x width x height = 19.0mx2.8mx3.8m. - Train formation: 4 coaches of which 2 motorized and 2 with cabin. - Passenger capacity: + Wagon with cabin: 230 persons, maximum 322 persons. + Motorized wagon: 245 persons, maximum 341 persons. C.4.3.5 Technical standards Main standards are as follows: Track gauge: 1435mm. - Maximum speed: 80km/h; average operation speed 35km/h. 176 MINISTRY OF TRANSPORT Department of Planning and Investment - Minimum radius of horizontal Curve: on the main line R=300m (at difficult terrain 250m); at Station R=800m; Sub branch line R=200m; parking area R=150m. - Radius of vertical curve: track section R=5000m, at entrance to the station R=3000m. - Maximum inclination: Main line i=30% (difficulty terrain 35%); secondary line i=40%; gradient switch location i=50%; station siding i=1.50/00. C.4.4 Related Projects - Hanoi – Ha Dong urban railway - Comprehensive expansion project on Lang-Hoa Lac expressway. C.4.5 Contents of the Project C.4.5.1 Trackwork Phase 1: - 11.3 km railway of which 6.55km underground (06 underground stations), 4.23km at grade (04 stations) and 0.52km elevated (to pass over the controled height point). - Depot with area of 4 hectares. - Link line to Depot on line No. 2 at Ha Dong with length 8.5km. Underground section is along Lieu Giai, Nguyen Chi Thanh and Tran Duy Hung centre line. In this section, underground and elevated alternatives were considered. Phase 2: - 22.2km railway with 12 stations. At grade section length is 21.285km, length of overbridges is approximately 0.915km. - Depot No. 2 with area of 10 hectares. C.4.5.2 Structures - Stations: In the first phase, building 10 stations including 06 underground and 04 at grade. In the second phase, building 12 at grade stations. Underground stations in the urban area shall be constructed as single level underground stations. In case the elevated option is adopted for Lieu Giai, Nguyen Chi Thanh and Tran Duy Hung section, elevated stations would be constructed. - Tunnel: Length around 6.55km. Constructed by options such as supported excavation, shield tunneling, and special methods like jacking. - Overbridge works: 1.435km of viaduct is anticipated at control points. C.4.5.3 Operation • Superstructure architecture - Rail: Main and branch line use P60 rail (60kg/m); in the parking area and Depot, P50 rail is used (50kg/m). In order to enhance stability of structures and reduce vibration impacts, it is recommended to apply fillet welds for rail joints. - Ties and accessories: It is possible to use pre-stressed concrete tie etc. 177 MINISTRY OF TRANSPORT Department of Planning and Investment - Ballast stone: on elevated sections use ballast or ballastless solutions. For the at-grade sections to the Depot, use ballast and concrete ties. In the depot, it is recommended to use ballast and wooden tie (due to high density of switches). - Switch: In the main route and station yard, use switch No. 9, 60kg/m rail with lead curve of 180m in length. In the Depot and the parking area, point switch No. 7, 50kg/m rail with radius of lead curve of 150m. • Power system - Applying the alternative of electro-dispersion supply and conducting 20kV source from the transformer station along the route as well as supplying power for the complex low-voltage transformer station and low-voltage transformer station. - As for the traction power system, third rail with voltage DC 750V shall be used. - As for the medium-voltage network, applying the dynamic mixed-lighting network and voltage 20kV. - On the overall route, installing the supervisory control and data acquisition (SCADA) for remote supervision and control of the power supply system. • Information system - Using MSTP (Multi Service Transport Platform). - 48-fiber Single Mode Fiber Optic Cable is connected as a loop circuit connecting with all equipment at stations and operates in the automatic protection switching mode with 2-optical fibers. - Information system includes public telephone, dedicated telephone, CCTV, image monitoring, radio, real-time clock and message source system. • Signal system - Applying the centralized traffic control CTC and the auto train protection ATP. - Signal equipment systems for train safety shall be installed meeting international standards. - The common structure of the signal system is as follows: centralized traffic control (CTC) + the automatic train protection (ATP) + Interlock (CI) + Depot lock system. • Depot and parking area - The Hanoi urban railway project – Daewoo Hotel – Lang – Hoa Lac route is proposed to use a common Depot with the Hanoi – Ha Dong urban railway line. - two parking areas are proposed, one at each end of the line with areas of 10 and 14 hectares. - Connecting line 1435mm gauge with length 8.5km from the project parking area (on right side of Lang- Hoa Lac route, 800m from the national railway) to the Hanoi- Ha Dong railway depot. The connecting line is not equipped with a power supply system. Movement of wagons on the connecting line would be by diesel engine. • Operating Centre - Building an operating centre to manage and control the whole line at the parking area. - The operating centre has area of about 8,500m2. The operating centre building is planned with area of 6,000m2 and 8-storeys. • Ticketing system 178 MINISTRY OF TRANSPORT Department of Planning and Investment - Applying AFC system and IC Card and RF card for the project. - Using Token ticket, and inductive automatic ticket machine. - Using 3- bar rotating ticket barriers. • Other systems - Air-conditioning and ventilation system: The station ticket hall and public areas use natural ventilation. The equipment room and administrative room shall be air-conditioned. - Escalators and elevator: elevated or underground stations shall be equipped with escalators to facilitate passenger movement, especially in the passenger transit station. - Water supply, drainage, and fire extinguishing systems: Provided on the whole route. C.4.6 Total investment Estimated total investment of the project is presented in the following table: Alternative 1 No. Total investment Alternative 2 Billion VND Million USD Billion VND Million USD 1 Phase 1 9,972 637.20 4,721 301,65 2 Phase 2 5,063 323.49 5,063 323,49 Total 15,035 960.69 9,784 625,14 - Alternative 1 is underground railway construction with length of 6.55km - Alternative 2 is underground railway construction with length of 1.50km. C.4.7 Project Impact • Economic Impact Construction of Hanoi Urban railway, Daewoo Hotel – Lang – Hoa Lac route would provide a fast and convenient public transport system which can divert users away from highways, reducing exhaust emissions. This would reduce congestion, reduce exhaust gas emissions, and improve the living environment in the urban area. • Natural conditions - Impacts due to construction activities: Construction of railway following the alignment of existing roads would have significant impact on traffic, and public utilities. Excavation and concreting works would generate noise and dust. - Visual impact: If choosing the second Alternative of elevated railway, it would have major visual impact. - Impacts related to operations: During the operational phase, impacts may include noise, electromagnetic interference, water pollution due to lubricating oils and passenger litter. C.4.8 Feasibility Analysis Analysis results of feasibility of the project are shown in the following table: 179 MINISTRY OF TRANSPORT Department of Planning and Investment Unit Criteria 1. Net present value of difference in receipts and payments NPV Billion dong 2. Investment return duration: years 3. Economic Internal Rate of Return (EIRR) % Value 5,146 30 14.04 C.4.9 Proposed Project owner (Investor) At present, there is no proposed investor for the project. It is expected the investment capital may be raised with financing assistance from China. C.4.10 Sustainability of the project The project is a part of Rail Transport Development Master Plan of Hanoi Capital to 2030 with a vision to 2050 which has been approved by the Prime Minister. 180 MINISTRY OF TRANSPORT Department of Planning and Investment D. SEA PORT PROJECTS 181 MINISTRY OF TRANSPORT Department of Planning and Investment D.1 VAN PHONG INTERNATIONAL PORT Project information is summarized based on the Detail planning report for Van Phong International Port prepared by Portcoast Consultant Corporation in May 2006. D.1.1 Name of the Project Construction investment project of Van Phong International Port D.1.2 Background and the necessity of the project During the past decades, ocean container transport has developed dramatically, with a growth rate 2.5 times higher than the growth rate of ocean shipping in general. Globalization of economic activity is increasing demand for ocean shipping, particularly between the three major economic centers of North America, Europe and East Asia (including Northeast Asia, China, and Southeast Asia). According to a research by ESCAP/UNDP, by 2011, the total required investment in upgrading and new construction of deep-water ports is around 30 - 40 million capacity of TEU/year. Current ports in Vietnam cannot accomodate big ocean container ships, and imports / exports with Europe and North America are there fore to transhiped in Hong Kong or Singapore or other foreign ports. Accordingly the cost of container transport on routes Vietnam to Europe and to North America are higher than those of other countries in the by around 20 - 30%, and the shipping time is around 6 - 7 days longer. This gives a cost burden of US$ 400 - 500 million each year as calculated based on 2005 volumes and increasied year by year. Construction of deep-water ports in Vietnam to allow operation of direct trans-oceanic routes would reduce shipping costs, increasing Vietnam’s competitiveness in international markets, and will promote foreign direct investment in the country. Dam Mon Lagoon (Con Co) at Van Phong Bay in Khanh Hoa province has favorable conditions for the construction of an international transhipment port because it is close to major maritime routes, has deep-water level, and available substantrial land for future expansion. Technical conditions for construction at Van Phong Bay are reasonable for harbor, civil construction and dredging; this would allow reduction of the investment cost by 60-80% compared to similar facilities constructed in open sea locations because at is no need for construction of breakwaters, dredging of access channels and port areas, foundation construction etc. The natural conditions are very favorable, perhaps better than any other location on the Vietnamese coastline, and could serve big container vessels with capacity 6,000 TEU to 9,000 TEU and above. Against this background, the construction of an international transhipping port at Van Phong is a great opportunity not only to promote import and export to the south-central region of Vietnam, but also to attract a market share of the international transshipment business of regional countries. D.1.3 Project Objectives, Scope and Location D.1.3.1 Project Objective To invest and construct the Van Phong International port for import / export and as an international transshipment port to competitive centers such as Hong Kong and Singapore. In the first phase 2 wharves would be constructed capable of receiving vessels with capacity 6,000 TEU (9,000 TEU transit capacity) and product volume of 700,000 TEU/year; equipped 182 MINISTRY OF TRANSPORT Department of Planning and Investment with loading and unloading equipment, storage area, management and operation center, infrastructure inside and outside the port. D.1.3.2 Project Location The Van Phong International port is located in Dam Mon Lagoon (Con Co), Van Phong Bay, Khanh Hoa Province The location of the proposed port is shown in the following figure. 183 MINISTRY OF TRANSPORT Department of Planning and Investment Location of Van Phong International Port 184 MINISTRY OF TRANSPORT Department of Planning and Investment D.1.3.3 Demand forecast Planned cargo volume through the port is shown in the table below, divided by import-export volume and transshipment volume, and for dates of 2010, 2015 and 2020. Starting period 2015 2020 (1,000 TEUs) (1,000 TEUs) (1,000 TEUs) Import and export to Vietnam 440 - 560 1,200 - 1,400 1,500 International transshipment 60 - 150 700 2,500~3,000 Total 500 - 710 1,900 - 2,100 4,000~4,500 Source D.1.3.4 Scope and technical standards Planned port area in the first phase is 50 ha (ongoing), developed to 120 ha by 2010, 400 ha by 2020. Potential port area is 750 ha. D.1.4 Content of the project D.1.4.1 Container port Initial phase: to build 2 wharves with total length 600 to 800m, and port area of 52ha. The port can trans-ship vessels with capacity 6,000 - 9,000 TEU with annual volume 500-700,000 TEU. Port facilities, loading and unloading equipment etc. is modern, allowing high productivity. Period 2010-2015: Capacity of 1.05 to 2.1 million TEU/year; the port is constructed in the East of Con Co Lagoon and to the North of Hon Ong Island, and can accomodate vessels up to 9,000 TEU. The total area of the port is 118 - 125ha with the total wharf length 1,680 2,260m. Period to 2020: Capacity of 4.0 to 4.5 million TEU/year; the port is expanetex in the North of Dam Mon Lagoon and can accomodate vessels up to 12,000 TEU. Total area of the port is 405 ha with the total wharf length 4,450m to 5,710m. Ultimate capacity: the capacity of the port is from 14.5 - 17 million TEU/year; the port is constructed completely in Dam Mon Lagoon and can trans-ship vessels of 15,000 TEU. The total area of the port is 750 ha with total wharf length 11,880 – 12,590m. D.1.4.2 Port related infrastructure Infrastructure outside the Van Phong International Port will include connections to the rail, highway, water supply, communication networks, and to an airport. Implementation of the infrastructure outside the port will be in accordance with Decree 51/2005/QD/TTg of March 11th 2005 of the Prime Minister approving the planning of economic sector of Van Phong Bay, Khanh Hoa Province to 2020. Infrastructure constructed in the initial phase includes a road from NH1A to the port, electrical power and water supply, and connection to the communication system. Planning of the rail link will also be completed. D.1.5 The total investment 185 MINISTRY OF TRANSPORT Department of Planning and Investment Estimated total investment cost of the project is 21,985 billion VND, in which: - The first phase: 2,985 billion VND The second phase: 5,500 billion VND The third phase: 13,500 billion VND D.2.6 Schedule - The first phase (by 2010): starting period The second phase: 4 additional wharves are built The third phase: total wharf length reaches 2,770m-3,450m. 186 MINISTRY OF TRANSPORT Department of Planning and Investment D.2 HAI PHONG INTERNATIONAL PORT (LACH HUYEN PORT) D.2.1 Name of the Project Hai Phong International Port D.2.2 Background and the necessity of the project For the last few years, ocean cargo volume to ports in the northern region of Vietnam has grown rapidly. Last year the average growth rate for cargo was 19%/year, whilst for container traffic it was 29%/year. Forecast demand for ports in the northern region is 75 million tons/year by 2020, yet capacity of existing ports even after expansion could only reach 53 million tons by 2015, and there is no possibility of further capacity expansion. Therefore, it is necessary to construct a new port to meet demand in the northern region. Hai Phong International Port will play an important role in the northern region of Vietnam, with capacity of 4,000 - 6,000 TEU vessels serving ocean shipping. Port infrastructure and loading and unloading technology will be modern and capable of meeting market needs, and ensuring competitiveness in the international market. Development of Hai Phong International Port is considered tobe necessary, and is in accordance with development of the planned port system of Vietnam to 2020 with a vision to 2030 which was approved by the Prime Minister. D.2.3 Project Objectives, Scope and Location D.2.3.1 Project Objective Construction of the Hai Phong International Port with capacity of vessels 50,000 – 100,000 DWT in order to meet increasing demand in the northern region for the period 2015 - 2020 and promote continued socioeconomic development of the northern region. D.2.3.2 Project Location The Hai Phong International Port is located in Cat Hai District, Hai Phong City The location of the port is shown in the following figure which shows the 2020 transport masterplan for Hai Phong. 187 MINISTRY OF TRANSPORT Department of Planning and Investment Location of Hai Phong International Port 188 MINISTRY OF TRANSPORT Department of Planning and Investment D.2.3.3 Demand forecast and vessel capacity Forecast cargo volumes for the initial period to 2015, and in 2020 are shown in the following table. Summary of forecast volume for Hai Phong International Port Item 2015 2020 Total product volume 10,000 30,000 Container (1,000 tones) 10,000 27,000 (1,000 TEU) 860 2,330 Cargo and bulk 0 3,000 Vessel capacity of Hai Phong International Port is planned as follows: + Container ships: fully laden vessels to 50,000 DWT, part laden vessels to 100,000DWT (80% laden). + Cargo vessels to 30,000 DWT and bulk vessels to 50,000DWT. Capacity of each zone of the port is designed as follows: + Container terminal: container vessels to 100,000 DWT + Mixed terminal: vessels to 50,000 DWT + Shipping channel and wharf area: • • Until 2020: dredged for container vessels to 50,000 DWT. Until 2030: dredged for container vessels to 100,000 DWT D.2.3.4 Scope and Technical Standards Main project elements are summarized in the following table. No I Item Unit Capacity / cumulative quantities 2015 2020 100,000 100,000 3 5(6) Container port 1. Designed vessel size 2. Number of wharves 3. Wharf length m 750 1875(2250) 4. Wharf top elevation m +5.5 +5.5 5. Elevation wharf m -14.5 -14.5 DWT 50,000 50,000 II. alongside DWT Complex harbor 1. Designed vessel size 189 MINISTRY OF TRANSPORT Department of Planning and Investment 2. Number of wharves 3. Wharf length 4. 5. III. 0 3 m 0 750 Wharf top elevation m +5.5 +5.5 Elevation wharf m -13.5 -13.5 direction 1 1 current heart current heart alongside Shipping channel 1. Scale of channel 2. Direction 3. Width of channel m 160 160 4. Dredged elevation m -13.0 -14.0 5. Dredged volume million m3 21.6 24.6 IV Breakwater 1. Length m 3,230 3,230 2. Crest elevation m +6.5 +6.5 3. Cover block - Tetrapod 4T Tetrapod 4T V Dike 1. Length m 7,600 7,600 2. Crest elevation m +2.0 +2.0 3. Cover block - Tetrapod from 4T to 13T Tetrapod from 4T to 13T VI Port road m 3,480 3,480 VII Earthworks million m3 5.3 11.5 D.2.4 Content of the project D.2.4.1 Physical arrangement Accessing channel to the port: channel follows the location of the existing access channel to Hai Phong Port. Boundary of the port: is planned to be parallel to and, and set back 150m from the edge of the channel. The starting point of the port is located 250m seaward of the pylons of the highvoltage electric power line connecting with Cat Ba island. Protective measures: breakwaters on the coastline and dykes at the port entrance. Dike locations are behind the port and 800m from the port limit. D.2.4.2 Main components - Container port and mixed port The wharf is designed as flexible pier in steel pile combined with low-pressure reinforced concrete (vertical piles are low-pressure reinforced concrete piles and raking piles are steel piles). Retaining wall after the port is sheet piling combined with steel piles. 190 MINISTRY OF TRANSPORT Department of Planning and Investment For a distance of 50m behind the wharf, roadways are treated by soil-cement piles (CDM), and remaining roadways are treated by PVDs combined with pre-loading -Protective measures: + The structure of breakwaters and dikes are stone embankments covered by Tetrapod blocks. + Protective dikes are embankments made by ashlar; with filter layers of crushed stone and geotextile fabric. D.2.5 Total investment Estimated total investment for the project is shown in the following table. Investment until 2015 Unit: million VND No Government capital Item I. Construction cost 1 Private capital 9,237,404 2,788,393 Wharf 216,901 780,957 2 Dikes 83,304 424,360 3 Soft ground treatment 308,931 250,504 4 Embellishment of ground 578,962 383,392 5 Yard 106,729 319,858 6 Breakwater 824,271 0 7 Sand dike 1,986,746 0 8 Dredging of berthing area 0 417,877 9 Buildings and equipment 100,372 211,444 10 Shipping channel and maritime signals 5,031,188 0 II Equipment 1,407 2,089,949 and 9,238,811 4,878,342 construction 2,970,826 2,123,365 12,209,637 7,001,707 Subtotal for equipment construction Project management, consultant, other Total TOTAL 19,211,300 191 MINISTRY OF TRANSPORT Department of Planning and Investment Investment until 2020 Unit: million VND No I. Government capital Item Construction cost Private capital 10,235,500 9,272,982 1. Wharf 216,901 2,747,682 2. Dikes 83,304 1,481,432 3. Soft ground treatment 578,931 897,015 4. Embellishment of ground 578,962 1,302,034 5. Yard 106,729 1,064,962 6. Breakwater 824,271 0 7. Sand dike 1,986,746 0 8. Dredging of berthing area 0 902,436 9. Buildings and equipment 100,372 877,420 10. Shipping channel and maritime signals 6,029,283 0 1,407 7,037,356 and 10,236,907 16,310,338 construction 4,273,985 10,817,444 14,510,891 27,127,782 II Equipment Subtotal for equipment construction Project management, consultant, other Total TOTAL 41,638,700 Note: Rates including taxes 192
