study on economic partnership projects

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Legend: Current railway 1000mm Current double track railway 1000mm & 1435mm Current railway 1435mm Single-track railway 1000mm (renewed) Single-track railway 1435mm (renewed) Double track railway 1435mm High speed railway Trans-ASEAN railway Source: Decision No. 06/2002/QD-TTg, 07/01/2002 Figure 1-2 Map of the Railway Master Plan 1-7
(2) Pre-F/S for Planning of Ho Chi Minh-Can Tho Express Railway On the other hand, Vietnam Railway Authority in MOT approved the contract with consultants for the Pre-F/S (Formulation of Investment Project of HCMC-Can Tho High Speed Railway). The <strong>study</strong> is supposed to be completed in December 2010. According to the inception report of the Pre-F/S (June 2010), the railway is for high-speed trains with maximum design speed of 200 km/h and cargo trains. In the Pre-F/S, a bridge crossing the Tieng River, approximately 300 m upstream of the existing My Thuan Bridge, is proposed. The route map of the high-speed railway in the Pre-F/S is shown in Figure 1-3 below. Source: Inception Report, Formulation of Investment Project of HCMC-Can Tho High Speed Railway, June 2010 Figure 1-3 Route Map of HCMC-Can Tho High Speed Railway 1-8
Page 1 and 2: STUDY ON ECONOMIC PARTNERSHIP PROJE
Page 3 and 4: PREFACE This Report is prepared by
Page 5 and 6: 1 2 3 NH30 Tien Giang Trung Luong -
Page 7 and 8: MOT Ministry of Transport MPI Minis
Page 9 and 10: (4) Implementation Program (I/P) to
Page 11 and 12: 4.3 Environmental Legislations ....
Page 13 and 14: APPENDIX Appendix-I Drawings Append
Page 15 and 16: Figure 3-27 Steel Arch Bridge .....
Page 17 and 18: LIST OF TABLES Table 1-1 Balance of
Page 19 and 20: Table 5-16 FIRR Calculation .......
Page 21 and 22: 1.2 Transport Sector in Vietnam 1.2
Page 23 and 24: North-South - Hanoi - HCMC Ring Roa
Page 25: Railway are listed as projects to b
Page 29 and 30: No. Table 1-6 Ethnicity 1-10 Kinh (
Page 31 and 32: Table 1-7 Temperature Month 1 2 3 4
Page 33 and 34: Table 1-10 List of Industrial Devel
Page 35 and 36: Table 1-11 and Figure 1-4 show the
Page 37 and 38: Mekong Delta is divided by the Tien
Page 39 and 40: CHAPTER 2 STUDY METHOD 2.1 Scope of
Page 41 and 42: 4 Nguyen Anh Duc Cost Estimator TED
Page 43 and 44: (b) Establish Appropriate Communica
Page 45 and 46: Information interface among each ex
Page 47 and 48: (Works in Vietnam) 1st Work in Viet
Page 49 and 50: Table 2-5 Record of Major Meetings
Page 51 and 52: NH No.30 Tien Giang River NH No.80
Page 53 and 54: 3.2 Study Required for Decision on
Page 55 and 56: 3.2.2 Traffic Demand Forecast (1) A
Page 57 and 58: My Thuan 2nd My Thuan bridge Can Th
Page 59 and 60: (b) Vehicle Composition by Survey S
Page 61 and 62: (4) Producing Present OD Matrices (
Page 63 and 64: 9.00 8.00 7.00 6.00 5.00 4.00 3.00
Page 65 and 66: Source: Study Team Truck Traffic/da
Page 67 and 68: 3.2.3 Natural Conditions Survey (1)
Page 69 and 70: To Trung Luong To Can Tho Source: R
Page 71 and 72: Source: Study Team Figure 3-16 Bori
Page 73 and 74: (3) Hydrological Survey In My Tho,
Page 75 and 76: Table 3-12 Water level of the Tien
Page 77 and 78:
Month Levels I II III IV V VI VII V
Page 79 and 80:
Source: Inspection and Maintenance
Page 81 and 82:
Source: Study Team Note: Upstream i
Page 83 and 84:
Source: TEDI Figure 3-23 Bathymetri
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2. Suspension Bridge: Before the de
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Source: Study Team Source: Study Te
Page 89 and 90:
The bridge type comparison based on
Page 91 and 92:
Source: Study Team Figure 3-32 Side
Page 93 and 94:
Table 3-19 Quantities and Construct
Page 95 and 96:
Source: Study team Figure 3-35 Gene
Page 97 and 98:
Source: Study Team Figure 3-37 Gene
Page 99 and 100:
Source: Study Team Figure 3-39 Pers
Page 101 and 102:
Table 3-21 Traffic Demand and Requi
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PCU/hour 7000 6500 6000 5500 5000 4
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Grade (%) Table 3-24 Study of Criti
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sides, hence, 5.5 m in total. The f
Page 109 and 110:
Cross section of two-lane ramp: Car
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3 cm: Roughening asphalt to make fr
Page 113 and 114:
Source: Study Team Figure 3-49 Traf
Page 115 and 116:
Table 3-33 Status of Adjacent Expre
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However, it was proposed to cancel
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iii) Sand Drain (SD) Sand drain is
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Source: Study Team Figure 3-56 Cons
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Source: Study Team (2) Foundation P
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Source: Study Team Source: Study Te
Page 127 and 128:
(c) Cement Source: Study Team Figur
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(6) Construction Schedule The total
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4. Emergency Management 5. Patrols
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(3) Maintenance of Road Road mainte
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No. Total Area (ha) Residential Lan
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No. Poor Households (income less th
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The rate of grid connection is 100%
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Pollution 4.2 Positive Effects From
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Social Environment Resettlement B L
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Finalized Route Table 4-17 Number o
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No. Affected People (AP): APs are t
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10 Vibration Emitted from Road in P
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which is required to be implemented
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4.4 Actions Taken by Project Propon
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Source: Study Team (3) Construction
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(d) Price variation The following p
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5.2 Economic and Financial Analyses
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Source: Study Team (4) Economic Eva
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(c) Sensitivity Analysis Source: St
Page 165 and 166:
(4) Financial Return of Total Inves
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(1) Alternative No. 1: One Package
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Table 6-2 Comparison among Alternat
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Event/ Milestone Time/ Period Excha
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Table 6-4 Anticipated Measures Agai
Page 175 and 176:
PMU My Thuan is a state agency whic
Page 177 and 178:
In this preparation stage of the pr
Page 179 and 180:
CHAPTER 8 TECHNOLOGICAL ADVANTAGES
Page 181 and 182:
cast-in-place piles. Such equipment
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