study on economic partnership projects

More documents

Recommendations

Info

(6) Consultancy Fee Consultancy fee shall be 7.5% of the construction cost. (7) Price Escalation Price escalation is calculated based on the price variation of each currency, considering an assumed construction period of four years. (8) Physical contingency Physical contingency shall be 5% of the total amount of construction cost, environmental and social consideration cost, project management cost, and consultancy fee. UXO clearance cost shall be included in the physical contingency. (9) Conditions for Estimation (a) Time of cost estimate Time of cost estimate in this <strong>study</strong> is October 2010. (b) Currency and its classification by use For this <strong>study</strong>, Japanese yen shall be considered as foreign currency (F/C) and Vietnamese dong as local currency (L/C). Their classifications by use shall be as follows: • Overseas procurement materials and equipment • Overseas workers labor cost • Local procurement materials and equipment • Local workers labor cost • Environmental and social consideration cost • Project management cost Consultancy fees, physical contingency, etc. shall be classified as either F/C or L/C according to the application of the respective items. (c) Exchange rates The following exchange rates shall be used for this <strong>study</strong>: VND 1 = JPY 0.004112 USD 1 = JPY 81.25 = VND 19,760 5-3
(d) Price variation The following price variation rate shall be used for this <strong>study</strong>: F/C: 2.0% per annum L/C: 9.0% per annum (10) Project Cost The project cost is estimated to be USD 749 million as shown in Table 5-3. Cost Items Table 5-3 Project Cost 5-4 Remarks F/C L/C Amount (Thousand USD) Ⅰ Construction Cost 1+2+3+4+5 253,428 209,642 463,070 1 Main Bridge 194,071 83,173 277,244 2 Approach Bridge 39,268 91,625 130,893 3 Approach Road and IC 5,744 22,978 28,722 4 Mobilization & Demobilization (1+2+3)*5% 11,954 9,889 21,843 5 Insurance (1+2+3)*1% 2,391 1,978 4,369 Ⅱ Environmential & Social Consideration Cost 0 41,662 41,662 Ⅲ Administration Cost Ⅰ*7.5% 0 34,730 34,730 Ⅳ Consulting Fee Ⅰ*7.5% 20,838 13,892 34,730 Ⅴ Price Escalation (Ⅰ+Ⅱ+Ⅲ+Ⅳ)*A%^4 22,608 123,444 146,052 Ⅵ Physical Contingency (Ⅰ+Ⅱ+Ⅲ+Ⅳ)*5% 13,713 14,996 28,710 Project Cost Ⅰ+Ⅱ+Ⅲ+Ⅳ+Ⅴ+Ⅵ 310,588 438,367 748,954 Source: Study Team 5.1.2 Annual Disbursement Schedule As a result of estimation of project cost in the previous paragraph, annual project cost determined from construction work schedule for respective years. The following Table 5-4 shows the annual project cost. Cost Items Total Construction Cost 463,070 Table 5-4 Annualized project cost allocations (Thousand USD) Rate Cost Rate Cost Rate Cost Rate Cost Rate Cost Rate Cost Main Bridge 277,244 10.0% 27,724 30.0% 83,173 40.0% 110,897 20.0% 55,449 Approach Bridge 130,893 10.0% 13,089 40.0% 52,357 40.0% 52,357 10.0% 13,089 Approach Road and IC 28,722 20.0% 5,744 60.0% 17,233 10.0% 2,872 10.0% 2,872 Mobilization & Demobilization 21,843 50.0% 10,921 50.0% 10,921 Insurance 4,369 100.0% 4,369 Environmential & Social Consideration Cost 41,662 30.0% 12,498 50.0% 20,831 20.0% 8,332 Administration Cost 34,730 25.0% 8,683 25.0% 8,683 25.0% 8,683 25.0% 8,683 Consulting Fee 34,730 50.0% 17,365 50.0% 17,365 2011 2012 2013 2014 2015 2016 Price Escalation 146,052 25.0% 36,513 25.0% 36,513 25.0% 36,513 25.0% 36,513 Physical Contingency 28,710 3.0% 868 5.2% 1,493 15.9% 4,568 29.6% 8,489 30.4% 8,740 15.9% 4,551 Source: Study Team 748,954 2.4% 18,233 4.2% 31,357 17.7% 132,443 28.7% 214,780 29.4% 220,063 17.6% 132,078
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 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
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
Page 103 and 104:
PCU/hour 7000 6500 6000 5500 5000 4
Page 105 and 106: Grade (%) Table 3-24 Study of Criti
Page 107 and 108: sides, hence, 5.5 m in total. The f
Page 109 and 110: Cross section of two-lane ramp: Car
Page 111 and 112: 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
Page 117 and 118: However, it was proposed to cancel
Page 119 and 120: iii) Sand Drain (SD) Sand drain is
Page 121 and 122: Source: Study Team Figure 3-56 Cons
Page 123 and 124: Source: Study Team (2) Foundation P
Page 125 and 126: Source: Study Team Source: Study Te
Page 127 and 128: (c) Cement Source: Study Team Figur
Page 129 and 130: (6) Construction Schedule The total
Page 131 and 132: 4. Emergency Management 5. Patrols
Page 133 and 134: (3) Maintenance of Road Road mainte
Page 135 and 136: No. Total Area (ha) Residential Lan
Page 137 and 138: No. Poor Households (income less th
Page 139 and 140: The rate of grid connection is 100%
Page 141 and 142: Pollution 4.2 Positive Effects From
Page 143 and 144: Social Environment Resettlement B L
Page 145 and 146: Finalized Route Table 4-17 Number o
Page 147 and 148: No. Affected People (AP): APs are t
Page 149 and 150: 10 Vibration Emitted from Road in P
Page 151 and 152: which is required to be implemented
Page 153 and 154: 4.4 Actions Taken by Project Propon
Page 155: Source: Study Team (3) Construction
Page 159 and 160: 5.2 Economic and Financial Analyses
Page 161 and 162: Source: Study Team (4) Economic Eva
Page 163 and 164: (c) Sensitivity Analysis Source: St
Page 165 and 166: (4) Financial Return of Total Inves
Page 167 and 168: (1) Alternative No. 1: One Package
Page 169 and 170: Table 6-2 Comparison among Alternat
Page 171 and 172: Event/ Milestone Time/ Period Excha
Page 173 and 174: 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
show all

study on economic partnership projects

Create successful ePaper yourself

Delete template?

Save as template?