User 1 GLB Engineering Consortium GTQDC / GDC DMDC Dimla-MonteDeRAMOS Dev't. Corp. Phil Magline The First Philippine Magnetic Levitation High Speed Transport Project Proposal Efficient, Quiet & Sustainable Ground Transportation By: Valentino S. Dimla, Jr.,Design / Engineering Consultant Gil L. Bosita, CEO GLB Engineering A Collaborative Proposal for: Marle Green City Projects, Philippines M+ 8 Builders & Technologies Group 1|Page 2 GLB Engineering INTRODUCTION As an archipelago where Metro Manila is attracting many people from the provinces, the Philippines present specific constraints to easy mobility from one island to another. The quasi-absence of any bridge (or tunnel) between the islands creates territorial discontinuities, which are overcome by a complex system of ferries, either for short-distance crossings, or for longer travel between islands. The implementation of the Strong Republic Nautical Highway appears as a attempt to better integrate land-based and water-based transportation. But is it efficient? Ships are slow by nature, even with fast catamaran technologies. Therefore, plane travel is a major way to circulate within the country. Does it compete with boat travel? How are ship networks and airline networks organized? Do they allow for easy travel between all islands? Or do they aggravate spatial disparities while reinforcing the dominant position of Manila? Are small islands suffering for excessive isolation, even if they appear geographically close to the major islands? As an archipelago of 7,107 islands, of which eleven (Luzon, Mindanao, Palawan and the eight main islands of the "sea of the Visayas": Mindoro, Panay, Masbate, Samar, Leyte, Negros, Cebu, Bohol) contain the bulk of the population of countries, the Philippines is facing a triple challenge of national unity, due to the multiplicity of local languages, the relative eccentricity of the capital Manila compared to the national territory, and of course links between the islands. There are no bridges or tunnels between the islands of the Philippine archipelago, even when they are close to each other, with the lone exception of San Juanico bridge, a 2 km bridge between Leyte and Samar erected in 1973. Travel from one island to another must be done either by plane or by boat, which induces discontinuities but also the development of a intermodal sea / road system (in the absence of any rail traffic out of Luzon, where it is already very 2|Page 3 GLB Engineering poor). Small islands, underserved, without airport or regular ferry service, can suffer from enhanced insularity. The Philippines national planning policy aims to limit the concentration of activities in Metro Manila to reduce congestion of the road system leading to the capital region by encouraging maritime transport and rail revival on Luzon island, and to foster the development of new economic growth centers across the country. The effectiveness of inter-island transport is a key element of this policy. This project proposal performed a preliminary investigation of the system components and generalized costs of the magnetic levitation type of high speed rail system that is proposed for the Philippine Inter-Island MagLev(High Speed Rail) from as far as Ilocos Norte to Sorsogon, Bicol Region and eventually connecting the islands of the Visayas Islands up to Cagayan de Oro City in Mindanao. This technology overview summarizes the key aspects of these transit technologies and provides comparative cost information to feed a more comprehensive feasibility analysis. Consortium GLB Engineering Consotium proposes to build the Phil Maglev Ride on the guideway and other infrastructure at the Marle Green City Projects locations from Pagudpud, Ilocos Norte to Cagayan de Oro City in Mindanao. 3|Page 4 GLB Engineering GLB Engineering Consortium GLB engineering and science partners will work on maglev satellite launch systems, and develop maglev heart valves… and now the first maglev automated transit system with passive switching capabilities. Our portfolio is to expand the practical applications of maglev technology to power efficient, economical and sustainable high efficiency and performance transit networks. Our industrial local and foreign consortium includes: Railway Technical Research Institute: the pioneers in the development of the latest type of railway that is ideal for high speed travel – the superconducting magnetically levitated train(maglev). DMDC, Dimla MonteDeRamos Development Corporation: civil construction company that will undertake the drafting of the Project Feasibility Study possess the ingenuity and the experience needed to undertake any civil structure imaginable, from bridges, overpasses, tunnels and interchanges, to water treatment facilities, pipelines, and light-rail transportation projects; with competitive pricing, financial strength, and integrity. GTQDC, Golden Tri-Quad Dragon Corporation: construction and fabrication company that will undertake the track development, right-of-way arrangement and construction of stations and train stock fabrication and installation. DMDC Vehicle Manufacturer Partner: the most diversified automotive supplier , will build Magline vehicles. It has 305 manufacturing operations and 88 product development, engineering and sales worldwide. DMDC Expert Engineering Partner: leadership and experience in transit infrastructure extends to some of the most innovative systems , including management of complete light rail projects, track work, design of individual components, stations, bridges, and mechanical and electrical systems. It will support the Condition Based Maintenance program of all Magline systems. 4|Page 5 GLB Engineering Table of Contents CONTENT Project Summary Information Project Executive Summary Rationale Goals and Objectives Specific Objective Project Details Project Cost Reference Investment Cost Summary Project Work Schedule Design Principles Operation and Maintenance Cost .Fund Disbursement Schedule Appendix A: Phil Magline Technology Appendix B: Maglev Ride Safety Features Appendix C: Project Gantt Chart 5|Page 6 GLB Engineering Project Summary Information Project Title: PHIL-MAGLINE – The First Philippine Magnetic Levitation High Speed Transport Project Project Location / Description: A Maglev transportation system from Pagudpud, Ilocos Norte that will not serve the practical transportation needs of long distance commuters from the northern part of the Philippines up to the island of Mindanao, to bring related development and improvement in the business communities by cutting the travel time to 10% of the total travel time through this first commercial maglev transit system on our country. Project Owner Organization M8+ Builders Builders & Technologies Group Profile Owner of Marle Green City Project Contact Details Profile Project Planning, Design & Construction Contact Details Gil L. Bosita, CEO Mobile: 09176509553 Proponent Organization GLB Engineering Consortium Project Stages / Target Duration (months) Project Stage Magnetic Levitation Technology Vendor Selection Preliminary Engineering Design and Site Acquisition Site Specific Detailed Feasibility Study, Engineering Design and Documentation Permitting Construction Commissioning and Testing Operations and Management Duration / Month 2 Months 6 Months 12 Months 6 Months 34 Months 12 Months Beyond 15 year Breakeven time 6|Page 7 GLB Engineering Project Beneficiaries: The new first Philippine Magline nevertheless benefits the riding public with significant impact on reducing their travel within the line of the train operation and the fast transfer of goods and produce that will eventually contribute to the gross domestic trade income of the country. This new trainline will connect all the AgroCity projects of M8+Builders from Pagupud, Ilocos Norte to Cagayan de Oro City. Fund Requirement: To realize this most ambitious transport project in the history of travel in the country, encouraging private capital provides a potential solution to the above problem because the private sector can contribute in terms of financial support, technical skills, innovation, technology advances, specialist knowledge, and efficiency. The experiences of developed countries show that the way out of the dilemma for public transport is to establish competition between public and private sectors, and introduce private capital in the urban public transport industry. After 2000, more and more countries became interested in introducing private capital to the fields of construction and operations in public affairs, and Public-Private Partnership (PPP) is a common method. However, there is no single, internationally-accepted definition of PPP. The definition given by theWorld Bank group—a long-term contract between a private party and a government entity, for providing a public asset or service, in which the private party bears significant risk and management responsibility, and remuneration is linked to performance. Funding Scheme: Funding scheme will be discussed in details upon approval of this proposal. 7|Page 8 GLB Engineering Recovery Period: It is estimated that the project return on investment target is within the first 15 years of the project operation. 8|Page 9 GLB Engineering Project Executive Summary The proposed Phil Maglev Ride on the guideway and other infrastructure at the Marle Green City Projects locations from Pagudpud, Ilocos Norte Norte to Sorsogon, Bicol Region and eventually connecting the islands of the Visayas Islands up to Cagayan de Oro City in Mindanao expanding the practical applications of maglev technology to power efficient, economical and sustainable high efficiency and performance transit networks. The project aim to serve the practical transportation needs of long distance commuters from the northern part of the Philippines up to the island of Mindanao, to bring related development and improvement in the business communities, fast and on time transport of goods by cutting the travel time by 90% of the total travel time through this first commercial maglev transit system in our country. Phil-Magline technology will comprise pivotal developments that overcome the technical and economic limitations that have prevented the widespread adoption of maglev drive systems. These advances include innovations in suspension, power train, track and switching. Phil Magline is nearly silent and frictionless and runs on any source of electric power, including solar, wind and hydro. 9|Page 10 GLB Engineering Rationale: The creation of new transport systems is an urgent task, the success of which will largely determine the dynamics of improving the quality of life and the trade and economic efficiency of regions, provinces, towns and cities. Macro- and mega-economic requirements for the transport system are characterized by factors that have a decisive influence on the evolution of transport. There are five such factors: • raising the standard of living of the population; • Increase the value of human capital; • deepening interregional demographic imbalances; • increasing the demographic and production load on the natural environment; • reduction of resource intensity of the economy, deepening of processing of raw materials, increase in the share of finished products in the structure of transport. Based on these factors, the requirements for advanced transportation systems are increasing speed, reliability, energy efficiency, environmental friendliness. The growth of population, the increase in the cost of human capital and the value of time increase the demand and requirements for the development of highspeed passenger transportation. As an archipelago where Metro Manila is attracting many people from the provinces, the Philippines present specific constraints to easy mobility from one island to another. The quasi-absence of any bridge (or tunnel) between the islands creates territorial discontinuities, which are overcome by a complex system of ferries, either for short-distance crossings, or for longer travel between islands. The implementation of the Strong Republic Nautical Highway appears as a attempt to better integrate land-based and water-based transportation. 10 | P a g e 11 GLB Engineering But is it efficient? Ships are slow by nature, even with fast catamaran technologies. Therefore, plane travel is a major way to circulate within the country. Does it compete with boat travel? How are ship networks and airline networks organized? Do they allow for easy travel between all islands? Or do they aggravate spatial disparities while reinforcing the dominant position of Manila? Are small islands suffering for excessive isolation, even if they appear geographically close to the major islands? As an archipelago of 7,107 islands, of which eleven (Luzon, Mindanao, Palawan and the eight main islands of the "sea of the Visayas": Mindoro, Panay, Masbate, Samar, Leyte, Negros, Cebu, Bohol) contain the bulk of the population of countries, the Philippines is facing a triple challenge of national unity, due to the multiplicity of local languages, the relative eccentricity of the capital Manila compared to the national territory, and of course links between the islands. There are no bridges or tunnels between the islands of the Philippine archipelago, even when they are close to each other, with the lone exception of San Juanico bridge, a 2 km bridge between Leyte and Samar erected in 1973. Travel from one island to another must be done either by plane or by boat, which induces discontinuities but also the development of a intermodal sea / road system (in the absence of any rail traffic out of Luzon, where it is already very poor). Small islands, underserved, without airport or regular ferry service, can suffer from enhanced insularity. The Philippines national planning policy aims to limit the concentration of activities in Metro Manila to reduce congestion of the road system leading to the capital region by encouraging maritime transport and rail revival on Luzon island, and to foster the development of new economic growth centers across the country. The effectiveness of inter-island transport is a key element of this policy. This project proposal performed a preliminary investigation of the system components and generalized costs of the magnetic levitation type of high speed rail system that is proposed for the Philippine Inter-Island MagLev(High Speed Rail) from as far as Ilocos Norte to Sorsogon, Bicol Region and eventually 11 | P a g e 12 GLB Engineering connecting the islands of the Visayas Islands up to Cagayan de Oro City in Mindanao. This technology overview summarizes the key aspects of these transit technologies and provides comparative cost information to feed a more comprehensive feasibility analysis. 12 | P a g e 13 GLB Engineering Goals and Objectives: The proposed project will accomplish several goals important to the mission of the Marle Green City Project for its sustainable purposes and objectives and addressing the current transportation problems of the country being an archipelago of 7,200 islands. •Addressing the long-overdue problem of inter-island and long distance travel within the country. •Environmental Leadership: Express in a tangible, powerful way the Phil Magline Project commitment to energy efficiency, green and sustainable business practices, tangibly exhibit leadership in fighting global climate change. •Public Relations/Marketing: Installation of the Phil Magline Maglev Ride is a genuinely newsworthy event. Local and national press will cover the story and that will create a substantial wave of interest and positive coverage. It will enhance the stature of the country in and strengthen the tourism industry. •Fast and easy products transport from northern part of the country to the southern part or farthest island and vice-versa which will enhance economic growth and resolving city traffic congestion. •Low Capital Outlay: The new Phil Magline Maglev Ride will be designed to make maximum use of the existing and new infrastructure including rights of way, stations, and towers which will minimize capital expenditures. Further, the GLB Engineering Consortium Sustainable Technology Development will contribute considerable resources. 13 | P a g e 14 GLB Engineering Specific Objective: To construct a new mode of transport, named Phil Magline, from Pagudpud City, Ilocos Norte to Cagayan de Oro City in Mindanao catering to 200,000 passengers per day for the 21st Century and beyond because of its energy efficiency, environmental benefits and time-saving high velocity transport. Because there is no mechanical contact between the vehicles and the guideway, speeds can be extremely high. Traveling in the atmosphere, air drag limits vehicles to speeds of about 300 - 350 mph. Traveling in low pressure tunnels, Maglev vehicles can operate at speeds of thousands of kilometers per hour. 14 | P a g e 15 GLB Engineering Project Details: Scope of the Project: Planning, design, construction and commissioning of the Phil-Magline Transport System from Pagudpud Ilocos Norte to Cagayan de Oro City in Mindanao. Description of Phil Magline Maglev Technology The Phil Magline (German Transrapid TR09) system’s engineering is based on integrated circuit technology which controls electromagnetic fields between the vehicle and guideway. The gap created by the electromagnetic fields obviates the need for contact between the vehicle and guideway, and allows the vehicle to float on a cushion of electromagnetic waves and air. General Technical Specification: A MAGLEV is a MAGnetically LEVitated train, that relies more on magnetic systems than mechanical systems for its propulsion and stability. VEHICLE SPECIFICATION: Transrapid 09 has the following main characteristics: Speed - 402 km/h; Long distance 500 km/h; acceleration from 0 to 300 km/h within 120 s and 5 km; Capacity 449 passengers in a 3 section vehicle of 76 m length; 800 passengers in a 8-section vehicle of 200 m length. 15 | P a g e 16 GLB Engineering Transport Capacity (3-section vehicle) Technology Basis Seats Standing room Max. Passenger capacity Payload TR09 156 82.1 sq. m. 449 40.4 Ton 16 | P a g e 17 GLB Engineering TR09 data sheet # of sections Length Width Height (over guideway gradient) Inner width carriage body Inner height carriage body (Entrance door area) Dead weight Max. total weight incl. payload Design speed Operation speed Transport capacity Design Pressure Sealing time constant 3 75.8 m 3.70 m 4.25 m (3.35 m) 3.43 m 2.10 m (2.05 m) 169.6 t 210 t 505 km/h 350 km/h 449 persons +/- 5500 Pa τ > 20 s Suspension and Guidance Maglev vehicles would be securely wrapped around a fixed -guideway that provides support and guidance. The vehicle's levitation and lateral guidance are the principal elements of the primary suspension . The levitation ( vertical) and guidance ( lateral) are controlled by varying the strength of the magnetic forces 17 | P a g e 18 GLB Engineering acting between the vehicle and the guideway to maintain the proper separation gap . Vehicle mounted electromagnets are powered by onboard batteries, generating attractive forces and pulling the magnets (thus , the vehicle ) toward the guideway for both levitation and lateral guidance . The force generated by the electromagnets would create a vertical gap between the guideway and the vehicle of approximately 1 centimeter ( 0.39 inches ) and a lateral gap of approximately 1.5 centimeters ( 0.625 inches ). Propulsion The vehicles are propelled and stopped using a synchronous longstator linear motor. Ferromagnetic stator packs and three-phase stator windings are mounted on both sides along the underside of the guideway. The operation of this non contact propulsion and brake system is analogous to a rotating electric motor whose stator is cut open and stretched along the underside of the guideway and whose motor function is assumed by the levitation magnets in the vehicle . In contrast to the rotating field in a conventional motor, the longstator linear motor produces an electromagnetic traveling field , which propels the vehicle along the guideway. 18 | P a g e 19 GLB Engineering Track/Guideway The guideway will be an elevated structure , consisting of high precision welded steel guideway beams and reinforced concrete guideway piers. The guideway requires very tight manufacturing tolerances and specific stiffness requirements for its design . The typical elevated guideway beam is the Type I , with a maximum 62 meters ( 203 feet) in length . The project will also utilize Type II , maximum 25 meters ( 82 feet) in length , and Type III , 6 meters ( 20.3 feet) in length , as required . Other configurations are also possible up to the maximum of 62 meters (203 feet) in length . The guideway will be constructed at varying heights , enabling the elimination of all at-grade crossings and providing improved safety over other transportation modes . The minimum height planned for the guideway is 5 meters ( 16.5 feet ). Guideway pier heights between 5 meters ( 16.5 feet) and 25 meters (82 feet) can be constructed without special civil structures ( bridges ) . Secondary civil structures are planned for pier heights above 25 meters (82 feet) or span lengths greater than 37 meters ( 121 feet). Figure 2.2.3-1 shows a typical section of guideway. Guideway Type 5-11 m, elevated, piers and beams Materials: Piers Cast-in-place concrete Beams Pre-stressed, concrete/steel Width (m) 2.8 Bank angle, max. (degrees) 12 Radii, 500 km/h Horizontal (m) 6,530 Vertical (km) + 38.58, - 19.29 Gradient (%) 10 (max,) Switching By bending steel guideway 19 | P a g e 20 GLB Engineering Suspension Type Primary Electromagnetic (7 Hz) Secondary Pneumatic (0.8 Hz) Weight (metric tons) 32 Power (kW/metric ton ) 1.5 Gap (mm) Levitation 8 Guidance 10 Propulsion Type Long-stator, iron-cored LSM Force (kN) 100 Motor length (m) d 300-2,000 Pole pitch (m) 0.258 Current]phase (A) 1,200 Voltage/phase (V) 4,250 20 | P a g e 21 GLB Engineering Power System Converters Type Variable voltage, variable frequency Gate-turnoff (GTO) thyristors Frequency (Hz) 0-215 21 | P a g e 22 GLB Engineering Stations Passengers would board at loading locations referred to as MAGport stations, maglev passenger stations , or simply as passenger stations . The stations would allow for boarding and unloading of passengers and light freight , provide passenger amenities , including some opportunities for retail space. Railway stations play a dual role as transport hubs and urban centers. Small stations (3,000 sq m station building) cost about Php 6M for the building and Php 15M, central stations at the origin to the end may cost Php 200M for both lots and Php 200M (at 1 hectare lot area each). Structures and for the lot and account for 1.0 to 1.5 percent of the total project cost, while mega stations may cost up to Php 7.8B and are frequently built as independent projects. 22 | P a g e 23 GLB Engineering For reference, construction cost of high speed rail with a maximum speed of 350 km/h has a typical infrastructure unit cost of about US$ 17-21m per km( Php 850M – Php1,050M, with a high ratio of viaducts and tunnels.. The Shanghai Maglev, which happens to be the fastest train in the world, cost a whopping $1.2 billion dollars to build. At only 20 miles long, that is an incredible amount of capital cost. At that cost, it is about $60 million dollars per mile of track, $37M/Km The fully elevated Shanghai Maglev was built at a cost of US$1.33 billion over a length of 30.5 kilometers (19.0 mi) including trains and stations. Thus the cost per km for dual track was US$43.6 million, including trains and stations. This was the first commercial use of the technology. 23 | P a g e 24 GLB Engineering Energy consumption The energy consumption of railway has been continuously improved, for example in Japan. Modern trainset uses 51% of the energy required by the first generation of Shinkansen at the same speed. For the reasons, the energy consumption of a maglev is less than the one of a train and the difference is increasing with the speed. The consumption can be further reduced by the use of tunnels under reduced pressure. The normal energy consumption of the Transrapid is approximately 50 to 100 kilowatts (67 to 134 hp) per section for levitation and travel, and vehicle control. The drag coefficient of the Transrapid is about 0.26. The aerodynamic drag of the vehicle, which has a frontal cross section of 16 m2 (172 sq ft), requires a power consumption, at 400 km/h (249 mph) or 111 m/s (364 ft/s) cruising speed. Ticket Cost The expected average number of riders per day (14 hours of operation) is about 200,000 while the maximum seating capacity per train is 440. A second class ticket price of about Php300 for a distance of 150 kms cheaper than bus fare northbound, i.e, EDSA, Quezon City to Pzorrubio, Pangasinan. Revenue Forecast At an average of 200,000 passengers a day, at an average ticket price at Php300, forecast revenue is at Php60,000,000 a day. 24 | P a g e 25 GLB Engineering Return on- Investment Cost comparison between Transrapid and railway system has been thoroughly studied by Witt et al (ref. 20) which shows that the initial higher cost of the Transrapid can be amortized thanks to the reduction of operational and maintenance costs over the years. It can also be seen that further optimization of the system would decrease life-cycle cost to reach break-even point at 15 years only. 25 | P a g e 26 GLB Engineering Project Cost Reference: Estimated Costs in 2009 year’s prices [Source: (60-64)] Category The unit construction cost of a given Maglev line The unit cost of regular maintenance of a given Maglev line The unit cost of acquiring a Transrapid with 438 seats Average unit cost of operating a Maglev trainset Average unit cost of maintaining a Maglev trainset Cost Value 30 000 000 (Php1.76T) Unit €/km 12 300/track-km (Php 722,010) 0€/year 49 233/unit (Php 2,889,977)/unit €/unit 9.74/seat-km (Php 571.74/seat-km €/seat-km 0.011/seat-km (Php0.6457)/seat-km €/seat-km Transrapid Maglev high-speed train commonly consists a passenger capacity of 438 seats per train, using a standard seating layout. With the unit costs of infrastructure, construction and maintenance shown previously and using the capital recovery factor (0.06) based on 35 years of operation and a 5 % social discount rate, the total infrastructure costs (including maintenance) is computed to be about € 835.4M (Php 49.037T)million per year. The number to be acquired Maglev trains is about 17 trains, as it is mainly based on the operation cycle time. Moreover, the in-vehicle travel time is based on the length of 412 km and 400 km/h and resulted of 61.8 minutes whilst the waiting time is based on half of headway and resulted of 7.8 minutes. Reference: DOI 10.17816/transsyst201843s1298-327 © H. Almujibah, J. Preston 26 | P a g e 27 GLB Engineering University of Southampton, Transportation Research Group (Southampton, United Kingdom) Investment Cost Summary Capital Expenditures Item Train set, 3 sections per train set Track/Guideways Station Infrastructure Quantity 17 sets at 2,889,977 Cost, Php 49,129,609 850M/km 22 stations at 21M/Station Control System Power System Operational Cost Salaries and Wages Maintenance Cost Power, Repair, Parts, Consumables, etc. 27 | P a g e 28 GLB Engineering JOINT VENTURE OPERATION M8+ BUILDERS & TECHNOLOGOES GROUP GLB ENGINEERING CONSORTIUM JOINT VENTURE COMPANY BOARD OF DIRECTORS RISK MGMT COMMITTEE NOMINATION & REMUNERATION EXECUTIVE COMMITTEE AUDIT COMMITTEE CHIEF EXECUTIVE OFFICER INTERNAL AUDIT COMPANY SECRETARY PRESIDENT AVP Eng’g. and Maintenance EXECUTIVE SECRETARY ASSISTANT TO PRESIDENT VP, ADMINISTRATION VP, OPERATIONS 28 | P a g e 29 GLB Engineering Project Work Schedule 29 | P a g e 30 GLB Engineering Design Principles of High-speed Maglev System Rules and Regulations were created under the leadership of the German Federal Railroad Authority Eisenbahn-Bundesamt (EBA) by an interdisciplinary team of experts from industry, safety assessment organizations, universities and German Railway (DB). The Rules and Regulations are based on verified facts and figures from long term experience with TVE and from the Shanghai Maglev Transrapid Project. The Rules and Regulations were issued by EBA and notified by the European Union. MagLev Applicable standards: The basic standards for the development process have been the CENELEC standards (DIN EN 50126, 50128 and 50129). Economics High-speed maglevs can be expensive to build, but are comparable to the capital costs of building a traditional high-speed rail system from scratch, a highway system or a system of airports. More importantly, maglevs are significantly less expensive to operate and maintain than traditional high-speed trains, planes or intercity buses. The data coming out of the Shanghai maglev demonstration project indicates that operation and maintenance costs are quite low, and are indeed covered by the current relatively low volume of 7,000 passengers per day. Passenger volumes on this Pudong International Airport line is expected to rise dramatically once the line is extended from Longyang Road metro station all the way to Shanghai's downtown train depot. 30 | P a g e 31 GLB Engineering Staff Requirements and Salary Costs Estimates for Maglev O&M Organization Staffing Requirement Shift 1 Shift 2 Shift 3 Total Average Person Salary/Year, Php nel President 1 1 5,000,000 Assistant to President 1 1 3,500,000 Executive Secretary 1 1 1,750,000 3 10,250,000 Office of the President, Total Administration V.P. Administration Director of Personnel Personnel/Benefits Analyst Director of Procurement Buyers/Procurement Specialist Director of Finance Accounting/Payroll/MIS Specialist Revenue Collector Director of Sales/Marketing Sales and Adv. Manager Sales/Marketing Specialist Manager of Catering Services 1 1 2 1 1 2 4,000,000 3,000,000 2,000,000 1 4 1 4 3,000,000 2,000,000 1 10 1 10 3,000,000 3,600,000 8 1 8 1 1,920,000 3,000,000 1 2 1 2 2,500,000 2,000,000 1 1 2,500,000 31 | P a g e 32 GLB Engineering Catering Staff Director of Labor Relations Labor Relations Specialist Director of Training/Safety Training/Safety Specialist Secretaries Administration, Total 10 1 2 1 2 7 56 1 1 1 1 2 2 10 1 2,400,000 3,000,000 4 1 4 7 60 2,000,000 3,000,000 2,000,000 1,000,000 45,920,000 Operations/Transportation VP of Operations AVP Transportation General Superintendent Road Foremen Operators Conductors Assistant Conductors Yardmaster Yardman CTC Manager CTC Supervisor Train Dispatcher Power Supply Manager Traffic/Power Assistant Director of Stations Station Master Ticket Agent Baggage Handler Security Chief Security Guards Secretaries Total Operations/Transportation 1 1 1 4 16 16 24 2 2 1 2 2 2 4 1 20 22 44 1 22 5 193 1 1 1 4 8 16 32 16 32 24 48 2 4 2 2 6 1 2 2 6 2 2 6 2 2 6 4 2 10 1 20 40 22 44 44 88 1 22 22 66 5 182 32 407 4,000,000 3,500,000 3,250,000 2,750,000 9,600,000 7,680,000 5,760,000 1,920,000 1,224,000 3,000,000 2,500,000 2,250,000 2,250,000 2,400,000 3,000,000 9,600,000 7,920,000 12,672,000 2,250,000 15,840,000 1,200,000 104,566,000 32 | P a g e 33 GLB Engineering Engineering and Maintenance AVP Eng’g. and Maintenance Director, M.O.E. Manager, S & I Facility Car Cleaners Manager, Main Repair Facility M.O.E. Facility Staff Director, M.O.W. A.D. Way & Structures M.O.W. Supervisors M.O.W. Senior Foreman M.O.W. Foreman M.O.W. Inspectors/Maintainers Switch Maintainers A.D. Systemwide Elect. & Comm. Manager, Power Systems Manager, Comm. & Control Systems Electrical Foremen Electrical Inspectors/Maintainers Director of Engineering Engineering Staff Secretaries Total, Engineering and Maintenance GRAND TOTAL PERSONNEL/SALARIES 1 1 3 10 1 45 1 1 4 8 2 10 8 1 10 10 28 8 2 10 8 8 8 76 42 1 1 2 36 2 36 8 72 1 8 20 193 132 252 1 1 3 30 1 73 1 1 4 24 12 96 58 1 3500,000 3,250,000 1,440,000 5,400,000 3,000,000 13,140,000 3,250,000 3,250,000 2,400,000 4,320,000 2,160,000 17,280,000 13,920,000 3,000,000 1 1 2,500,000 2,500,000 12 144 3,600,000 31,104,000 1 8 20 577 3,250,000 2,750,000 4,800,000 1047 129,814,000 33 | P a g e 34 GLB Engineering Pagudpud to Laoag City Corridor Project Section Budget Phil Magline Maglev Ride Budget (78 km Pagudpud –to-Laoag City stretch) 15 Months 1) Site-Specific Detailed Cost, Php % of % of Total Engineering Milestone Project Management/Customer 18,200,000 2.69 interface Systems Engineering 9,360,000 1.38 Management Vehicles 7,800,000 1.15 Suspension 13,000,000 19.26 Magnetic Tracks 84,000,000 12.44 Maintenance Yard Equipment 10,400,000 1.54 Energy Supply Systems 39,200,000 5.8 Command and Control System 27,040,000 4.0 Guideway Structure 232,960,000 34.51 Project Integration 232,960,000 34.51 Total 674,920,000 100% 5% 24 Months 34 | P a g e 35 GLB Engineering 2) Construction Project Mgmt/Customer Interface System Eng’g Management Manufacture 12 Vehicles Suspension Magnetic Tracks Energy Supply Systems Command & Control System Guideway Structure Station Construction Project Integration Total 3) Commissioning Project Management/Customer interface Safety Planning, 4% Failure Mode Effects Analysis Test Planning, 5% Component Acceptance Test System Acceptance Test Training Energy Project Integration Total Total Project Value Total with Contingency (20%) Cost 44,200,000 36,400,000 218,400,000 20,800,000 390,000,000 27,560,000 19,136,000 208,000,000 17,160,000 19,136,000 1,000,792,000 7 Months Cost % of Milestone 5 4 19 2 40 3 2 22 1 2 100% 5,200,000 % of Milestone - 1,400,000 1,400,000 1,300,000 4,160,000 4,680,000 1,560,000 3,380,000 8,840,000 31,920,000 4 4 5 16 18 20 13 20 100% % of Total 92% % of Total 3% References: STANDARDISED EVALUATION OF SHANGHAI-HANGZHOU HIGH-SPEED MAGLEV PROJECT 35 | P a g e 36 GLB Engineering YONG CUI1,4 E-mail: yong.cui@ievvwi.uni-stuttgart.de STEFAN TRITSCHLER2 E-mail: stefan.tritschler@vwi-stuttgart.de ULLRICH MARTIN1 E-mail: ullrich.martin@ievvwi.uni-stuttgart.de FAN MO3 (Corresponding author) E-mail: mofan61@163.com 1 Institut für Eisenbahn- und Verkehrswesen der Universität Stuttgart Magnetic Levitation (Maglev) Trains: Technical Background, Cost Estimates, and Recent Developments Congressional Research Service (CRS), USA High-Speed Railways in China: A Look at Construction Costs Gerald Ollivier, Jitendra Sondhi and Nanyan Zhou World Bank Office, Beijing Study into magnet-trains, 2014 Mattias Svederberg, Alexander Brunius, Mikael Thorén Integral cost-benefit analysis of Maglev projects under market imperfections, J. Paul Elhorst and Jan Oosterhaven University of Groningen, The Netherlands The MAGLEV 2018 Conference Russia, St. Petersburg, Together with MTST 2018 Conference, September 5 - 8, 2018 36 | P a g e 37 GLB Engineering Malandraki, G.; Papamichail, L.; Papageorgiou, M.; Dinopoulou, V. Simulation and Evaluation of a Public Transport Priority Methodology. Trans. Res. Procedia 2015, 6, 402–410. Xue, Y.; Guan, H.; Corey, J.; Qin, H.; Han, Y.; Ma, J. Bi-level Programming Model of Private Capital Investment in Urban Public Transportation: Case Study of Jinan City. Math. Probl. Eng. 2015, 2015, 1–12. Maglev Trains: A Look into Economic Concessions By: Binyam Abeye, Alan Tang, Stephen Wong, Harsh Mishra, Khai Van S. Yamamura, “Magnetic levitation technology of tracked vehicles present status and prospects,” IEEE Trans. Magn., vol. MAG-12, no.6, pp. 874–878, Nov. 1976 Urban Maglev Technology Development Program COLORADO MAGLEV ROJECT Final Report COMPREHENSIVE TECHNICAL MEMORANDUM June2004 37 | P a g e