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Final Report - Asian Development Bank

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Ho Chi Minh City Metro Rail System Project <strong>Final</strong> <strong>Report</strong> - Revised<br />

Management Authority for Urban Railways Chapter 6 – Estimated Capital and O&M Costs<br />

6 ESTIMATED CAPITAL & OPERATIONS AND<br />

MAINTENANCE COSTS<br />

6.1 General<br />

136. This chapter presents a summary of the estimated capital costs and operational and<br />

maintenance costs for the project as described in previous chapters. The breakdown of capital costs is<br />

given in Appendix D, Detailed Capital Cost Estimates. Details and a fuller explanation of the derivation<br />

of operation and maintenance costs are provided in Appendix E.<br />

6.2 Capital Cost Estimates<br />

6.2.1 Basis for cost estimates<br />

137. The estimates of cost of the Metro line 2 from Ben Thanh Market to Tham Luong Depot were<br />

based on results of preliminary engineering design of the Consultant, quantity estimates of each work<br />

item and studies on construction planning and method as described in the preceding chapters. Total<br />

investment cost was calculated for the whole line of 12,257 m, from Ben Thanh to Tham Luong and<br />

access to Tham Luong depot, and 10 stations, 9 underground stations and 1 elevated station. Ben<br />

Thanh station was not included in the total construction cost of this project (see Chapter 1).<br />

6.2.2 Quantities Estimates and Unit prices<br />

138. Table 6.2-1 summarizes the main quantities of each category of works and equipment (see<br />

Appendix D for details on quantities and costs).<br />

139. Unit prices of construction works are based on material cost, equipment cost, labour cost,<br />

administration cost and profit for detailed work items. Unit prices have been analyzed against current<br />

price (Quarter I – 2008) and adjusted as per requirement in order to obtain the most practical unit<br />

price. For special works such as underground boring, railways equipment installation (which have<br />

never been carried out in Vietnam before), unit prices are calculated according to the Consultant’s<br />

assessment of Ho Chi Minh City’s conditions and experience international experience. The Technical<br />

Paper “Capital and Operating and Maintenance Cost Estimates, May 2008”, provides detailed<br />

description of unit prices for all work items.<br />

6.2.3 Civil Works Construction Costs<br />

140. Table 6.2-2 summarizes the civil works construction costs. Civil works includes 6,966m of<br />

underground tunnel section (i.e. a total of 13,932m of bored tunnel), 2,513m of viaducts, 1 section of<br />

open tunnel and 1 section of cut and cover tunnel. It also include the construction of 9 underground<br />

stations and 1 elevated station, 18 emergency and/or dewatering cross-passages and 1 rear garage at<br />

Ben Thanh.<br />

141. The above mentioned construction cost does not include land use cost and cost for removal<br />

and relocation of technical infrastructure works which are included under a separate item.<br />

6.2.4 Equipment Costs<br />

142. The equipment costs include all non-system related and system related electrical and<br />

mechanical equipment, as described in Table 6.2-2, and rolling stock (12 x 3-car trains plus spares).<br />

At this stage an indicative amount has been included for the system for delivering power to the trains.<br />

Detailed estimation will be required once a choice of catenary or 3 rd rail has been made. The costs do<br />

not include ticketing system costs, which will be covered under a separate contract.<br />

6-1

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