study on economic partnership projects

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Through the progress of the <strong>study</strong>, the scope was further detailed in order to promote smooth implementation of the project, based on the periodic results of the <strong>study</strong>. Updated scope and contents of the <strong>study</strong> were noted and confirmed during the weekly progress meetings. (2) Time Management Target work schedule was established and clearly indicated in the Inception Report and confirmed during the kick-off meeting on September 3, 2010. In conjunction with the recent scope and actual work progress, target schedule was being updated and confirmed during weekly progress meetings. Submission from the experts was directed by the Team Leader, through e-mail. (3) Communication Management (a) Confirmation of Stakeholder It was confirmed that the list in the following Table 2-2 comprise the project stakeholders. Japanese Side Embassy of Japan, Hanoi METI, Tokyo JETRO, Tokyo JETRO, Hanoi JICA, Tokyo JICA, Hanoi Vietnamese Side Ministry of Transport (MOT) Source: Study Team Table 2-2 Project Stakeholders My Thuan Project Management Unit (PMU My Thuan) Department of Planning and Investment (DPI) Department of Science and Technology (DOST) Directorate of Road of Vietnam (DRVN) Department of International Cooperation (DIC) Ministry of National Resources and Environment (MONRE) Tien Giang Province Vinh Long Province Hoa Hung Commune Tan Hoa Commune Tan Hoi Commune 2-4
(b) Establish Appropriate Communication Channels and Occasions In order to establish close relation and consistent communication among the stakeholders, the Study Team mobilized a bilingual engineer, and conducted sufficient numbers of meetings with stakeholders. (c) Ensuring Consistency by Reporting In order to ensure consistency of the scope, cost, implementation program and other items related to the Project, appropriate reporting has been made among all the stakeholders. Results of discussion are timely and properly furnished to all stakeholders. Such reports are not only limited to technical issues but also to environmental, financial and administrative issues. (4) Implementation Program (I/P) to be delivered As a summary of the <strong>study</strong>, proposed Project I/P was prepared. This I/P will be the basis of further Project promotion for all stakeholders. 2.3.2 Methodology of Traffic Demand Forecasting and Economic and Financial Analysis (1) Traffic Demand Forecasting Using the existing traffic demand forecast results around the concerned area as sample reference, traffic demand forecasting will be carried out. Future road network will be added based on the national road plan. (2) Economic Analysis Based on the results from with-without network simulation, benefits will be calculated including cost savings such as travel time cost (TTC) and vehicle operating cost (VOC). Project cost will be estimated in accordance with Section 2.3.5. (3) Financial Analysis Toll revenues will be calculated considering future traffic volume. 2.3.3 Methodology of Bridge Planning From the experience in the construction of the existing My Thuan Bridge and Can Tho Bridge, it was anticipated that the area around the Second My Thuan Bridge is an alluvial plain formed by the Mekong River. Soft ground up to considerable depth covers the area. To construct firm foundations, bored and cast-in-place piles need to reach the considerable depth of the bearing stratum. Before the site visit, Google-earth, 1/50,000 topographic maps, existing documents, etc. were utilized in planning the bridge. Because the bathymetric charts of the river were not obtained prior to the preliminary bridge planning, the location with narrowest river width was initially selected as the bridge site. 2-5
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 and 26: Railway are listed as projects to b
Page 27 and 28: (2) Pre-F/S for Planning of Ho Chi
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: 4 Nguyen Anh Duc Cost Estimator TED
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
Page 85 and 86: 2. Suspension Bridge: Before the de
Page 87 and 88: 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
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Source: Study Team Figure 3-49 Traf
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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
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(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
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(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
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PMU My Thuan is a state agency whic
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In this preparation stage of the pr
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CHAPTER 8 TECHNOLOGICAL ADVANTAGES
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cast-in-place piles. Such equipment
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