Project Pre-Feasibility Report for Airport Expansion ... · RGIA is implementing a phased airport...

Prefeasibility Report : RGIA Expansion

of 101

Project Pre-Feasibility Report for Airport Expansion

Toward Application for Environmental Clearances

September, 2018

GMR Hyderabad International Airport Limited


of 101

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY ................................................................................................................................... 6

2.0 INTRODUCTION TO PROJECT ......................................................................................................................... 7

2.1 BACKGROUND .................................................................................................................................................. 7

2.2 ACHIEVEMENTS ................................................................................................................................................ 7

2.3 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT ........................................................................................... 8

2.3.1 Project Proponent .................................................................................................................................... 8

2.3.2 Identification of Project ........................................................................................................................... 8

2.4 NEED FOR THE PROJECT ...................................................................................................................................... 9

2.4.1 Traffic at RGIA .......................................................................................................................................... 9

2.4.2 Projected Traffic Growth .......................................................................................................................... 9

2.4.3 Rapid Capacity Assessment.................................................................................................................... 12

2.4.4 The Airfield Capacity .............................................................................................................................. 14

2.4.5 Need for Airside Expansion .................................................................................................................... 15

2.4.6 Need for Terminal Expansion ................................................................................................................. 18

2.4.7 Interim Arrangement to Decongest Existing Terminal ........................................................................... 31

2.4.8 Allied Infrastructure Development Requirements .................................................................................. 33

2.4.9 Summary of Overall Capacity Requirement ........................................................................................... 42

2.5 AIRPORT DEVELOPMENT CONTEXT ...................................................................................................................... 42

3.0 PROJECT DESCRIPTION ................................................................................................................................ 43

3.1 TYPE OF PROJECT ............................................................................................................................................ 43

3.2 LOCATION ...................................................................................................................................................... 43

3.3 RGIA ENVIRONMENTAL SETTING ....................................................................................................................... 44

3.4 ALTERNATE SITES CONSIDERED .......................................................................................................................... 45

3.5 AIRPORT OVERVIEW ........................................................................................................................................ 45

3.6 AIRPORT INFRASTRUCTURE OUTLOOK .................................................................................................................. 45

3.7 CARGO & FREE TRADE ZONE FACILITIES OUTLOOK ................................................................................................ 46

3.8 AIRPORT INVENTORY LISTING............................................................................................................................. 47

3.9 DETAILS OF PROPOSED EXPANSION FACILITIES AT THE AIRPORT TERMINAL ................................................................. 58

3.10 OPTIONS FOR CAPACITY ENHANCEMENT .............................................................................................................. 60

3.11 PROJECT COMPONENTS .................................................................................................................................... 60

4.0 SUSTAINABILITY OVERVIEW-RGIA ............................................................................................................... 67

4.1 GREENING THE AIRPORT: .................................................................................................................................. 67

4.2 ENERGY CONSERVATION: .................................................................................................................................. 67

4.3 GHG MANAGEMENT AND AIRPORT CARBON ACCREDITATION ................................................................................. 69

4.4 GREEN BUILDINGS ........................................................................................................................................... 70

4.5 WASTEWATER REUSES & RECYCLES ..................................................................................................................... 70

4.6 RAINWATER HARVESTING .................................................................................................................................. 71

4.7 SOLID WASTE MANAGEMENT ............................................................................................................................ 73

4.8 ONLINE CONTINUOUS ENVIRONMENTAL QUALITY MONITORING .............................................................................. 74

4.9 RENEWABLE ENERGY USE - SOLAR FARM ............................................................................................................. 74

4.10 GHIAL COMMUNITY SERVICE ACTIVITIES............................................................................................................. 75

4.11 MANDATE AND COVERAGE ............................................................................................................................... 75


of 101

4.12 UDYANNAM ................................................................................................................................................... 77

4.13 E-BOARDING @ RGI AIRPORT, HYDERABAD: PROMOTING PAPERLESS EFFICIENT TRAVEL.............................................. 78

4.14 WILD LIFE MANAGEMENT ................................................................................................................................ 79

5.2.1 AIRPORT LAND USE .......................................................................................................................................... 80

5.2.2 TOPOGRAPHY ................................................................................................................................................. 81

6.0 PROPOSED UTILITY INFRASTRUCTURE ......................................................................................................... 83

6.1 WATER REQUIREMENT ..................................................................................................................................... 83

6.2 POWER REQUIREMENT ..................................................................................................................................... 83

6.3 UTILITIES ....................................................................................................................................................... 84

6.4 ECONOMIC IMPACT OF GMR AIRPORTS - HYDERABAD ........................................................................................... 84

6.5 EMPLOYMENT GENERATION COMMENSURATE TO EXPANSION .................................................................................. 84

7.0 REHABILITATION AND RESETTLEMENT (R&R) .............................................................................................. 85

8.0 PROJECT SCHEDULE AND COST ESTIMATE ................................................................................................... 86

8.1 RGIA EXPANSION SCHEDULE ............................................................................................................................. 86

8.2 PROPOSED CAPITAL EXPENDITURE ...................................................................................................................... 86

8.3 BASIS OF COSTING ........................................................................................................................................... 86

8.4 PROCUREMENT STRATEGY ................................................................................................................................ 86

8.5 SOURCES OF FINANCING ................................................................................................................................... 86

9.0 ANALYSIS OF PROPOSAL .............................................................................................................................. 87

2.0 ANNEXURES ................................................................................................................................................ 88

ANNEXURE I: PROPOSED EXPANSION DESIGN LAYOUTS (ATTACHED) ................................................................................... 88

ANNEXURE II: PICTURE GALLERY OF SOME OF THE CONGESTION POINTS ................................................................................. 92


of 101

Key Abbreviations Used

ATM Aircraft Traffic Movement

AAI Airport Authority of India

AERA Airports Economic Regulatory Authority

BHS Baggage Handling System

CISF Central Industrial Security Force

CUSS Common Use Self Service

CAGR Compound Annual Growth Rate

DFMD Door Frame Metal Detector

ETD Explosive Trace Detection

FY Financial Year

FSI Floor Space Index

GAL GMR Airports Limited

GHIAL GMR Hyderabad International Airport Limited

HVAC Heating, Ventilating, and Air Conditioning

HBS Hold Baggage System

HASSL Hyderabad Airport Security Services Ltd

IFL Interest Free Loan

IATA International Air Transport Association

LOS Level Of Service

MARS Multiple Aircraft Ramp System

MPPA Million Passengers Per Annum

MoCA Ministry of Civil Aviation

NM Nautical Mile

PAX Passenger

PHE Passenger Handling Equipment

PTB Passenger Terminal Building

PHP Peak Hour Passenger

PIF Project Information File

RGIA Rajiv Gandhi International Airport

RAB Regulated Asset Base

SHA Security Hold Area

Sq. m or Sqm Square Meter

SOP Standard Operating Procedure

TXY Taxiway


of 101

Table of Figure

Figure 2-1: GHIAL Passenger Forecast (In million pax per annum) ........ 10

Figure 2-2: GHIAL cargo tonnage forecast for RGIA .................................................................................................... 12

Figure 2-3: Runway Capacity Assessment ................................................................................................................... 15

Figure 2-4: Interim stands provision layout ................................................................................................................. 17

Figure 2-5: Stand Requirement Forecast ..................................................................................................................... 17

Figure 2-6: 50MPPA development Plan ....................................................................................................................... 18

Figure 2-7: Peak Hour Traffic Forecast ........................................................................................................................ 18

Figure 2-8: Existing Traffic forecourt layout at RGIA ................................................................................................... 19

Figure 2-9: Proposed Traffic Forecourt for T-1 & T-2 ................................................................................................... 20

Figure 2-10: Checkin Options Considered for Passengers .......................................................................................... 21

Figure 2-11: Check-in Counter Requirement ................................................................................................................ 22

Figure 2-12: Original T-1 12MPPA Check-in Hall Layout ............................................................................................. 23

Figure 2-13: Developed Interim Layout Scheme to cater to traffic growth beyond capacity ...................................... 23

Figure 2-14: Security Screening Requirement Forecast ............................................................................................... 23

Figure 2-15: T-1 40MPPA expansion Plan showing Expansion of Check-in- & security screening hold ....................... 25

Figure 2-16: 10MPPA Capacity T-2, with proposed Scheme for Security Hold area ................................................. 25

Figure 2-17: Domestic and International Departure gate projected Demand chart ................................................... 26

Figure 2-18: T-1: 40MPPA Expansion showing the contact gates ............................................................................... 27

Figure 2-19: 10MPPA capacity T-2 with Contact Gates ............................................................................................... 27

Figure 2-20: Emigration Counter Capacity versus projected Demand chart ............................................................... 28

Figure 2-21: Projected Immigration Counter Demand ................................................................................................ 28

Figure 2-22: Existing Domestic and International baggage claim provisions versus projected Demand chart ........... 29

Figure 2-23: 40MPPA T-1 Expansion showing the Baggage Belts ............................................................................... 30

Figure 2-24: 10MPPA capacity T-2 showing the Baggage Belts .................................................................................. 31

Figure 2-25: Interim International departure Terminal (IIDT) layout & plan details ................................................... 32

Figure 2-26: Interim Domestic Arrival terminal (IDAT) Plan & Layout Details ............................................................ 32

Figure 2-27: Location Map of IIDT & IDAT with respect to exiting Terminal ............................................................... 33

Figure 2-28: Cargo 5 LTPA Expansion Plan .................................................................................................................. 35

Figure 2-29: fuel Farm 50MPPA expansion Plan .......................................................................................................... 36

Figure 2-30: RGIA Existing Road Network Map ........................................................................................................... 37

Figure 2-31: RGIA Main Road Access Map .................................................................................................................. 39

Figure 2-32: Peak vehicular Traffic Forecast Chart ...................................................................................................... 40

Figure 2-33:Road Traffic & Road Lane requirement Forecast Chart ........................................................................... 40

Figure 2-34: Airport Main access Road Improvement plan for 40MPPA ..................................................................... 40

Figure 2-35: Airport Main access Road & forecourt access plan for T-1 & T-2 as for 500MPPA ................................. 41

Figure 2-36: Airport New sector level Road development plan for 50MPPA ............................................................... 42

Figure 3-1: The Airport Location in relation to the City of Hyderabad ........................................................................ 43

Figure 3-2: Airport 50MPPA Expansion Plan (numbering flows Table 3-V) ................................................................. 60

Figure 3-2: Macro-level, the expansion impact on the existing Terminal ................................................................. 65

Figure 0-1: RGIA existing landuse map ........................................................................................................................ 81


of 101

1.0 Executive Summary

GMR Hyderabad International Airport Limited (GHIAL) was incorporated on December 17, 2002 to design, build,

finance, operate and maintain the Hyderabad International Airport (named as Rajiv Gandhi International Airport) at

Shamshabad, Telangana. GHIAL is operated and managed by the GMR Group, which holds a majority stake (63%) in

GHIAL through its holding company GMR Airports Limited (GAL). Other shareholders of GHIAL are Airports Authority

of India (13%), Government of Telangana (13%) and MAHB (Malaysia) Private Limited (11%).

GHIAL signed the Concession Agreement with the Ministry of Civil Aviation (MoCA) on December 20, 2004 for a

period of 30 years from the Airport Opening Date (i.e. March 23, 2008). The concession is extendable for an

additional period of 30 years at the option of GHIAL. The airport was constructed at a cost of Rs. 2,920 crores. It was

funded by way of promoter equity contributions of Rs. 378 crores, debt of Rs. 2,120 crores and state government

support by way of an Interest Free Loan (IFL) amounting to Rs. 315 crores and Grant of Rs. 107 crores.

RGIA is implementing a phased airport development programme to achieve airport capacity to handle 80+ million

passengers and to handle 1 million tons of cargo, along with required aeronautical and non-aeronautical uses,

facilities & utilities and transportation system to provide adequate passenger terminal capacity at the airport.

As part of the airport development programme and as per the Master Plan, RGIA has already initiated the expansion

plans comprising aeronautical area development inclusive of a New taxiways, Extension of terminals including Cargo

Terminals, all other ancillary and supporting aeronautical uses along with Non aeronautical area development

including city side commercial, utilities, roads and infrastructure support facilities for the airport.

The Current terminal has been built to handle capacity of upto 12 Million Passengers Per Annum (MMPA) but the

traffic Over the decade, has grown from 6.2 million passengers in 2009 after the airport opened, to 18.3 million

passengers in 2018 (CAGR of 12.8%). Resultant of the same Hyderabad Airport was operating at over 150% of its

design capacity. This had posed significant constraints in handling of the traffic and in view of the same over the

last one and half years, the airport has been proactively working on both the Short-to-Medium term solutions that

would enable the airport to effectively handle the growing traffic as the Airport take-up the expansion works

MOEF&CC had granted environment approval for expansion upto 25MPPA vide letter F.No10-35/2016-IA-111 dated

28th July 2017. But looking at the steep growth the 25MPPA traffic is expected to be exceeded by FY21 it is been

proposed to expand the terminal and associated facilities to augment passenger processing capacity in order to meet

the demand of the projected traffic growth. Post the proposed modular expansion, RGIA would have the capacity to

handle around 50MPPA. The projected pax traffic for FY28-29 is 49.1 million and the proposed expansion is expected

to meet traffic demand till FY2029.

In this Prefeasibility Report, it has been proposed to expand the terminal and associated facilities to augment

passenger processing capacity in order to meet the demand of the projected traffic growth. Post the proposed

expansion, RGIA would have the capacity to handle around 50 MPPA from the current design capacity of 12 MPPA.

The projected pax traffic for FY28-29is 49.1 million and the proposed expansion is expected to meet traffic demand

till 2024-25.


of 101

2.0 Introduction to Project

2.1 Background

Rajiv Gandhi International Airport (RGIA) (IATA: HYD, ICAO: VOHS), serves the metropolis of Hyderabad located at Shamshabad, about 22 km (14 mi) south of Hyderabad. It replaced the former international airport at Begumpet and commercial flight operations began on 23 March 2008. Rajiv Gandhi International Airport is the first modern Greenfield public-private partnership airport developed under a concession awarded by the Government of India. In 2017–18, it was the sixth busiest in India by international and overall passenger traffic.

2.2 Achievements

RGIA was rated consistently one among the Best Airport in the world in the 5-15 million passengers per annum category in Airport Service Quality by Airports Council International, 2009,2010, 2011, 2012, 2013, 2014, 2015, 2016 & 2017. It also bagged the SATTE-2012 award for the “Best Performing Domestic Airport” in the aviation sector, SKYTRAX award for India’s 3rd Best Airport, 2012 and the “Certificate of Merit” award 2011 for energy conservation from Ministry of Power, Government of India on December 14, 2011. RGIA is also the first airport in the world to get the Leadership Energy and Environment Design (LEED) ‘Silver’ rating for its eco-friendly design. For enhancing the quality of life in the communities living around the RGIA, GMR Varalakshmi Foundation, the CSR wing of the GMR Group has won the ORBIS award, and the TERI Award. RGIA has bagged the prestigious award, ‘FICCI CSR Award 2012-13’, for its CSR initiatives by FICCI Aditya Birla CSR Centre for Excellence. It also received the prestigious ASSOCHAM CSR Excellence Award 2012-2013. RGIA was awarded the ‘Sword of Honour’ in 2013, in recognition of its effective implementation of Occupational Health & Safety Management Systems from the British Safety Council (BSC) for health & safety works at the airport. It also bagged the prestigious Airport Marketing Award 2013” from Center for Asia Pacific Aviation (CAPA) for airports under 15 mppa across the world. Air Cargo Association of India (ACAAI), during the occasion of 40th Annual Convention held at held at Jaipur in October, 2013, awarded Rajiv Gandhi International Airport “Best Cargo Airport of the year The awards & accolades that has been received for FY 2017-18 are listed below

1. CAPA Chairman’s Order of Merit for Environment Sustainability 2017 2. ‘Golden Peacock Business Excellence Award 2017’ 3. CII Excellent Energy Efficient Unit Award 2017 4. Best Landscape Airport of the Year by the Department of Horticulture, Government of Telangana 2017 5. Great Indian Workplace Award 2017 6. Top 26 Innovative Companies in India by CII under Industrial Innovation award 2017 7. CII Active Customer Engagement Award 2017 8. HMTV Business Excellence Award 2017 9. India Travel Award – South 2017 10. CSR Excellence Award 2017 jointly by Indy wood and Government of Telangana for responsible and sustainable

CSR practices 11. Winner of Golden Peacock Award for CSR activity 2017 12. Level3+ Carbon Neutrality status of Hyderabad Airport has been renewed by ACI in Dec 2017 13. Green Airport Recognition 2018 – Gold by ACI in 5-15 MPPA 14. Arogya Healthy Workplace Award 2017 15. Cold Chain Team of the Year 2017


of 101

16. Smart Air Cargo Port by Smart Logistics Awards 2017 17. Stat Times Award - Emerging Cargo Airport of the Year - Region - India (Highly Acclaimed) 2017 18. World # 1 Airport Rank in 5-15 MPPA category in ACI-ASQ Passengers Survey 2017 19. Golden Peacock CSR Awards -2017

The Rajiv Gandhi International Airport(RGIA) at Hyderabad is well set to establish the city prominently on the global aviation map, thereby contributing to the prosperity, growth and all round economic development of the region.

2.3 Identification of Project and Project Proponent

2.3.1 Project Proponent RGIA is owned & operated by GMR Hyderabad International Airport Limited (GHIAL) which is a joint venture company, promoted by the GMR Group (63%) in partnership with government of India (13%), Government of Telangana (13%) and Malaysia Airports Holdings Berhad (11%). The Company was incorporated to design, finance, build, operate and maintain a world class Greenfield airport at Shamshabad, Hyderabad. The project is based on the Public Private Partnership (PPP) model and is structured on a Build, Own, Operate and Transfer (BOOT) basis. The airport which was commissioned in a record time of 31 months has capacity to handle 12 million passengers (mppa) and 150,000 tons of cargo per annum in Phase IA. The Project has the flexibility to increase the capacity to accommodate over 40 Million Passenger per annum (MPPA) and shall be developed in a phased manner.

2.3.2 Identification of Project

The airport has best in class facilities and infrastructure compatible with International Civil Aviation Organization (ICAO) standards and practices to handle largest of aircrafts and International traffic. The integrated domestic and International terminals have 117,000 m2 floor space, 12 contact boarding bridges, 10 bus gates, 96 Common User Terminal Equipment (CUTE) including 10 self-check-in kiosks (Common User Self Service- CUSS) and 46 immigration counters. The airport also incorporates modern IT systems like Flight Information Display Screens, Baggage Handling System (BHS) and uses Airport Operational Database (AODB) technology for the first time in India. RGIA is the first Indian airport to have the Airport Operations Control Centre, the nerve center for all coordination within the airport. The modular integrated Cargo facility spread over 14,330 sq.mt with has the capacity to handle 150000 MT annually. There is an exclusive apron adjoining it that can accommodate Code-F aircraft. GMR Hyderabad International Airport Limited (GHIAL) is planning to develop India’s first Airport City (Aerotropolis) spread over 1,500 acres in its vicinity. It will have a unique concept of integrated ecosystem covering activity centers like education, healthcare, leisure & entertainment, sports, hospitality and offices. This high-end Airport City will focus on sustainable development using Green Technologies and new generation digital infrastructure along with quality physical infrastructure. The Airport City will also house aero related economic activities like logistics and Aero-SEZ. Some of acclaimed accomplishment during last few year are listed for facilitating the Airport city development are listed below

GHIAL had formed a joint venture with Malaysian Aerospace Engineering (MAE) and developed India’s first of its kind MRO facility. This can provide maintenance services for B737-NG Series, A320 Series and ATR 42/72 Aircraft.

GHIAL and Airports Council International , (ACI World) Geneva, have signed an agreement for the appointment of GMR Aviation Academy as a Global Training Hub for the Asia Pacific region. The Academy has started offering varied courses.

GMR School of Business was established at RGIA in 2013 by GMR Group with the partnership of Schulich School of Business (York University), Toronto, Canada - it offers two years full time MBA course, accredited by AICTE, India.

Amazon largest fulfilment centre in India has been developed at RGIA, with a 400,000 sqfeet centre with close of 2.1 million cubic feet of storage space.


of 101

Gurugram-based Flight Simulation Technique Centre (FSTC) is setting up its first simulation training centre that will be a simulation-based training center for airline pilots

Pratt & Whitney Engine training center has been established

2.4 Need for the Project

2.4.1 Traffic at RGIA

The Rajiv Gandhi International Airport (RGIA) has witnessed strong passenger traffic growth over the past decade:

Table 2-1:GHIAL Historical Traffic

2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 CAGR

Pax (million) 6.2 6.5 7.6 8.6 8.4 8.7 10.5 12.5 15.2 18.3 12.8%

Domestic 4.7 4.8 5.8 6.7 6.3 6.4 7.8 9.4 11.9 14.7 13.5%

International 1.6 1.7 1.9 1.9 2.1 2.4 2.7 3.1 3.3 3.6 9.5%

ATMs ('000) 81 81 83 100 9 88 95 106 131 150 7.1%

Domestic 69 67 69 86 75 71 76 86 109 125 6.8%

International 12 14 14 14 16 17 18 21 22 25 8.5%

Cargo('000MT) 56.7 66.5 80.8 81.5 84 90.2 102.7 113.0 124.1 137.8 10.4%

Domestic 23.9 29.4 36.4 34.5 33.6 37.4 43.9 50.5 52.9 55.0 9.7%

International 33 37.1 44.4 47 50.4 52.8 58.9 62.5 71.2 82.9 10.8%

RGIA outpaced the growth seen in the Indian Aviation Sector as compared to around 12% CAGR of passenger growth seen in

the Indian Aviation sector, the passenger growth at RGIA has been over 12.8% during the period FY09-FY18.

2.4.2 Projected Traffic Growth

The civil aviation industry in India has emerged as one of the fastest growing industries in the country during the last three

years India is expected to become the third largest aviation market by 2020 and is expected to be the largest by

2030.According to International Air Transport Association IATA, India will displace the UK for the third place in 2025. India is

estimated to see an investment of US $25 billion in the next decade in the airports sector, and traffic growth of 13 per cent,

according to Morgan Stanley. Rising working group and widening middle class demography is expected to boost demand.

Freight traffic also likely to go up as trade with the rest of the world increases.

The New Civil Aviation Policy has laid down the solid foundation for the sustainable future growth. Several policy reforms and

other measures are being undertaken by the government of India, viz UDAN scheme, increased traffic rights under bilateral

agreements with foreign countries and encouragement to FDI in aviation sector, to accelerate the growth of aviation in India.

As a result, several new domestic airlines have been allowed to operate scheduled service in India. Also, International airlines,

encouraged by the strong and steady growth in international traffic to/from India, are keen to expand their presence in the

market. In the coming 20 years, Indian companies will buy 2,100 new planes worth US$ 290 billion. This growth in Indian

aviation is expected to generate significant demand for the aviation infrastructure and resources available in India.


of 101

In line with the macro environment trend, the traffic at Hyderabad Airport is also expected to show strong and sustained

growth in the future. The socio-economic progress of newly formed State of Telangana continues to firm-up in the last three

and a half years of its journey. The State has made remarkable achievements in some of the key sectors by grounding path-

breaking initiatives to reconstruct and revive the State economy. On account of the growth-oriented measures initiated by

the government, the state economy has taken a turnaround and grew at a higher trajectory of 9.0 percent in comparison to

all India growth rate of 7.3 percent. Hyderabad and its surrounding urban agglomerations are, together, the main growth

centre in the state. Apart from existing IT and ITeS sectors, pharma, engineering and diverse new areas of economic activity

are thriving in the city. A healthy state economy will fuel more travel demand and the city is forecasted to be one of the

fastest growing in India in coming years.

Hyderabad has the strong potential to further expand its route within the Indian aviation system. Hyderabad’s central Indian

location also provides significant transfer opportunities which the airport has already started to capitalize on. Hyderabad

benefits from its strong position to grow as a regional hub serving central and southern India, as well as providing a useful

one-stop location for east-west flows. Most domestic destinations can be reached within a two-hour flight time and most

Asia and Middle East within five hours. Hyderabad has great potential to expand its international service offering beyond the

Middle East and nearby Asia, towards the Americas and Europe which currently either lack sufficient service or not connected

directly.

The unconstrained forecast for the airport as per ICF report is over 70 million passengers by 2038. (In MPPA)

Figure 2-1: GHIAL Passenger Forecast (In million pax per annum)

FY Dom Intl Total

2016 9 3 13

2017 12 3 15

2018 15 4 18

2019 17 4 22

2020 20 5 25

2021 22 5 27

2022 24 6 30

2024 28 7 35

2026 32 8 40

2028 35 9 44

2030 39 10 49

2032 42 12 54

2034 47 13 59

2038 56 15 71

High Case Passenger Forecasts

Domestic Passengers projected to increase from 14.6 million in 2018 and to 56 million in 2038 (average growth of 6.9 percent

annually). International Passengers projected to increase from 3.6 million in 2018 and to 15 million in 2038 (average growth

of 7.5 percent annually). Total Passengers are projected to increase from 18.3 million in 2018 to 49 million in 2030 and to 71

million in 2038 at an average growth of 7% annually. Near term, growth (2019-2024) is expected to average 11.4 percent

annually.

Domestic passenger ATMs forecast to grow from 123,862 in 2018 to 412,000 in 2038, representing an average annual growth

rate of 6.2 percent. International passenger ATMs forecast to grow from 23,798 in 2018 to 82,000 in 2038, representing an


of 101

average annual growth rate of 6.4 percent. Cargo ATM to grow from 2460 in 2018 to 8387 in 2038 at an average of 5.7 percent

annually.

Table:: GHIAL ATM Forecast (In ‘000 Movements/ Yr)

FY Year Dom Int Cargo Total

2016 84 20 2 106

2017 107 21 3 131

2018 124 24 2 150

2019 147 27 3 177

2020 167 30 3 201

2021 185 34 4 222

2022 200 37 4 241

2024 228 43 5 276

2026 254 49 5 308

2028 277 55 6 338

2030 301 60 6 368

2032 327 65 7 399

2034 354 71 7 432

2038 412 82 8 502

High Case ATM Forecast

It is expected that average aircraft sizes and load factors will increase over time. This results in a slightly lower growth rate in

ATMs than in passengers, averaging 6.2% over the forecast period, reaching 502,000 annual movements by 2038.

Similarly, the airport will service over 26 million passengers in 2021, and 49 million by 2030.

Cargo Traffic Forecasts: Hyderabad is well placed to develop its cargo business and the forecasts reflect the significant

potential for growth, reaching 933,000 tons by 2038-39, from its current level of 140,000 tons. This is equivalent to a CAGR

9.85%, which comprises 9.35% on domestic and 10.2% on international volume growth.

FY2018 shows a strong growth consistent with the passenger growth experienced since FY2015. Strong year-to-date numbers indicate a 11% cargo increase in volume on the year prior. This upward trend forecasted will continue for the rest of the FY19 and to continue into the short term before growth gradually lowering to more sustainable levels. International cargo volumes forecasted to continue strong growth as the local industries continue to develop and as the global economy starts to see stronger economic growth. Further to the same, it’s expected that the Growth in domestic and international traffic for passengers balance over the past years expected to continue with Growth in domestic cargo being slightly behind international cargo. Domestic cargo (including express) represent 42% of total current volume & Furthermore, potential future shift of split in volume uplifted by freighter carriers versus uplift via belly of passenger aircraft might in a small way influence the overall carried volume. In addition to the overall growth figure, the development of an integrator product at HYD could evolve that would provide further impetus to cargo traffic in following ways

1. Persist current operations in uplifting express cargo on commercial airlines to other hubs in Delhi. Current volume is expected to develop for the coming years in line with overall cargo growth

2. Become a spoke in the network of an express integrator like DHL this may result in addition of 6 freighters a week to Hyderabad that could result in handling of 25,000 to 30,000 tons of additional express cargo

3. Develop to an Indian regional hub of an express integrator which may result in daily connections to 4 stations in India this could add 25 freighters a week: 100,000 – 120,000 tons of express cargo

0

20

40

60

80

100

120

140

160

-

100

200

300

400

500

600

PA

x/A

TM

AT

M

Domestic International Cargo Pax/ATM


of 101

4. Integrator scenario could be to develop to an International Hub of an express integrator. As of today the likeliness of this scenario is considered be relatively high in current context, give that integrators like FedEx Showing interest.

Figure 2-2: GHIAL cargo tonnage forecast for RGIA

The relative growth patterns reflect both the forecast growth in passenger movements, which will continue to carry significant volumes of cargo tonnage, as well as the expected higher potential for international percentage growth, particularly in exports. By FY2029, Hyderabad will handle approximately 529,000 tons, about three times of today’s volumes. Volumes by 2038, expected to reach over 936,000 tons. 2.4.3 Rapid Capacity Assessment

Rapid Capacity Assessment of facilities at Rajiv Gandhi International Airport (RGIA, HYD or the Airport) was carried during past few months, for ascertaining the current service level & serviceability of each of the major asset classes. The main objective of the study was to assess the capacity of the airport systems as they exist today following last 10 years of majorly incident less operation, and secondly to identify the airport systems that currently limit service capacity & which will require upgradation in immediate Future. The airport presently has a passenger capacity of 12 MPPA and cargo handling capacity of 150,000 MTPA. Over the decade, Passenger traffic has grown from 6.2 million passengers in 2009 after the airport opened, to 18.3 million passengers in 2018 (CAGR of 12.8%). GHIAL applied for environmental Clearance in 2016, on the requirement for expansion from 12 MPPA to 25 MPPA capacity, which was granted as on June 2017. This was based on the forecast by ICF Limited, UK which we had used for traffic projection in FY2015, as per the same the expected traffic in the year FY2018 was 15.8 million and the traffic in FY2025 was projected to be 26 million, the figure of the base year has been observed to be exceeded much prior to the estimation with airport expected to touch 26MPPA by FY2021 itself. This unabated growth in traffic has compelled RGIA reassess the need for our expansion plan which we have worked out in consultation with Landrum & Brown Worldwide Services & NATS. We have relied on latest traffic study carried out by ICF which projected traffic throughput of 49.1 million by FY2030 at a CAGR of 11.3% and considering the expected 3,68,000 ATMs, it is assessed that the existing Airside & terminal can be expanded modularly towards east and west to increase the terminal area with associated capex in ramp and apron expansion where by the airport capacity at south can be extended to cater to 34-40MPPA traffic with new runway & New terminal at the norther to cater to any additional traffic beyond 40MPPA.


of 101

It is pertinent to plan for expansion to a higher capacity level since operations and passenger experience are typically impacted by passenger throughput during peak hours (PHP). The Concession Agreement also mandates HIAL to ensure that prescribed quality standards are consistently maintained during the tenure of the Concession. Hence, in view of the forecasted traffic growth, RGIA is putting a conservative effort to increasing the airport capacity to 50 million. In view of the persistent traffic growth in the foreseeable future as emphasized by ICF study and Ministry of Civil Aviation projecting annual traffic growth of 15% in coming 10 years, we are making our Airport & terminal future-ready by making available required infrastructure to address the opportunities being offered by the exponential growth. We are undergoing a process of detailed planning for the requirement of incremental capacity expansion which would be initiated over the next 10 years in order to sustainably cater to the traffic demand. RGIA current facility is built to cater to 12MPPA. The highlights of the capacity assessment are • The 12MPPA capacity was build based on the Lufthansa Traffic projected which forecasted higher growth way back in

2008 • Current capacity assessment have been based made revise Traffic which have projected high growth taking into account

the improving investment scenario along with other socio political & economic scenarios • Interim short to medium term measures has been initiated to increase the handling capacity from current 12mppa to

20+MPPA to bridge gap and sustain the traffic demand as airport embark on the full scale Capital expansion spanning over 3-4 years.

• Existing Airside facility (with an exception for Apron stands), will not be able to meet the demand for next 10 year whereby it become pertinent to start planning & development of Norther Runway & terminal

This capacity assessment has used a range of methodologies, some of them empirical in nature, together with benchmarking techniques, and a range of assumptions regarding airport/airfield efficiencies and target load factors. The study reviewed the airfield, gates and stands, passenger terminal, cargo terminals and other main facilities at RGIA. The ground transportation system was addressed only in terms of the approach roads, rotaries, Parking and the passenger terminal curbs. The main conclusions are as follows:


of 101

Airport Expansion

Airside Expansion

Requirement

Passenger Terminal Expansion requirement

EXP

AN

SIO

N P

HA

SIN

G

Re

qu

ire

me

nts

TRA

FFIC

(M

PP

A)

Pe

ak A

TM (

No

s)

Air

craf

t P

arki

ng

STA

ND

S

De

par

ture

PEA

K P

ax (

Co

m )

CO

MB

INED

PEA

K P

ax (

No

s)

De

par

ture

Cu

rb le

ngt

h

Re

qu

ire

d (

m)

Arr

ival

- C

urb

len

gth

Re

qu

ired

(M)

Bag

gage

CH

ECK

-IN

Co

un

ters

Bag

gage

Dro

p

CU

SS

Emig

rati

on

Co

un

ters

Imm

igra

tio

n

Secu

rity

-Xra

y _

Do

m (

ATR

S)

Secu

rity

-Xra

y _

Intr

(A

TRS)

TOTA

L C

ON

TA

CT

STA

ND

S

BA

GG

AG

E C

AR

OU

SALS

-DO

M

(90

M)

BA

GG

AG

E C

AR

OU

SALS

_IN

TR

(90

m)

Exis

tin

g

FY

18

.3m

28

42

35

63

76

66

44

0

44

0

60

0

16

22

25

4+3

Sw

ing

4+3

Sw

ing

10

+ 2

Swin

g 2

+ 1

Swin

g 2

Pro

ject

De

man

d

FY-18

18.3m

28 44

3,563

7,666 396 336

55 33 13 25 26 9 7 23 5 3

25

MP

PA

FY-19

21.6m

33 65

4,204

9,046 468 396

59 43 15 29 30 12 7 28 6 4

FY-20

24.6m

37 76

4,787

10,302

534 450

59 53 17 33 34 13 8 30 7 4

FY-21

27.5m

41 85

5,350

11,511

594 504

66 60 19 37 38 14 9 34 8 5

FY-22

30.1m

44 93

5,858

12,603

654 552

54 76 26 41 42 15 10 37 8 5

40

MP

PA

FY-23

32.6m

48 100

6,357

13,676

708 600

59 82 28 45 46 16 12 39 9 6

FY-24

35.0m

51 107

6,830

14,691

756 642

63 88 30 48 50 17 12 42 9 6

FY-25

37.4m

54 114

7,303

15,707

810 684

68 94 32 52 54 18 13 44 10 7

FY-26

39.8m

57 119

7,769

16,708

858 726

60 107

34 56 58 19 14 47 11 7

FY-27

42.1m

60 122

8,221

17,678

912 768

63 114

36 60 62 20 15 49 11 7

50

MP

PA

FY-28

44.3m

62 127

8,667

18,635

960 810

67 120

38 64 65 22 16 53 12 8

FY-29

46.7m

65 131

9,131

19,630

1008

852

70 126

40 68 69 23 16 54 12 8

FY-30

49.1m

68 135

9,602

20,642

1062

900

74 132

42 71 73 24 17 57 13 9

Table 2-2:- RGIA 50MPPA facility requirement summary

2.4.4 The Airfield Capacity

Airfield Capacity is majorly defined by Runway & Stand capacities provided it is supported by efficient taxiway system and

effective operational procedures.


of 101

The major conclusions on capacity of Airfield are Practical runway capacity attainable at RGIA will be will be between 51 to 57 mvts that relates to 6NM separations. Max Annual service volume with 51 mvts would about 3, 0,000 ATM which will be attained by FY24 & with 57

movement it will be 3,35,000ATM that will attained by year FY2026 Beyond FY2026 the airport will require new runway to cater to forecasted traffic Stand capacity of 42 will be reached by 2018 as night parking demand tends toward 40 stands For the 40MPPA capacity of southern precinct about 119 stands would be required to be additionally created & for

the 50MPPA capacity minimum of 16 stands need to be created toward the New northern Airside 2.4.5 Need for Airside Expansion

An important aspect of airport ability to cater to the current & future traffic are the capacities of its runway system, passenger terminal and other support infrastructures to service the demands imposed by traffic growth RGIA airfield infrastructure has an intrinsic capacity higher than the current number of operations, but a paradigm shift in operating procedures and intensity of demand is required to release that full capacity in the short term. The current declared RWY capacity is 33 ATMs per hour and can increased to 36 ATMs per hour with existing airfield infrastructure. With the forecasted future intensity of ATM demand, RGIA has an opportunity to enhance its existing single runway capacity which has the achievable capacity (as per current technology) of 51 to 57 peak ATMs per hour based on the reduced 6 Nm inter-arrival separations and by the implementation of the following: • Arrival average ROTs should be 50 seconds or less and any added gaps should be used to release departures • Facilitate collaboration through an Airport Collaborative Decision Making (A-CDM) programme • Runway end hold pads in both RWY directions to optimize the taxi departure sequence • Arrival flow (sequencing) optimization using ATC automation tools • Repositioning of 2 Rapid Exit Taxiways (“RETs”) at optimized location and additional taxiways for secondary runway– to

improve arrival and departure aircraft taxi circulation and minimize delays • A second full parallel Code F taxiway • Human Factors i.e. Staff Training of Ground Handlers to ATC • Multiple departure routes for each runway end to allow for diverging departures

Figure 2-3: Runway Capacity Assessment


of 101

The study including simulation done by NATS (NATS-UK, who are Global leader in air traffic control and airport performance) has validated the achievable runway capacity of upto 57 peak ATM capacity on the existing single runway & is consistent with the maximum capacities attained for single runway at other airport like Mumbai in India. Annual capacity is a function of the peak hour to daily to annual demand relationships. It is conceivable that the peak hour runway capacity of 57 ATMs will be adequate to accommodate annual demand of 40 MPPA until FY2026 based on a 7% peak hour factor. A peak hour factor of 8% would translate to an annual capacity equivalent to the annual demand of 34 MPPA being reached in FY2024. So for all practical purpose, the annual demand level that can be accommodated corresponding to a 57 peak hour ATMs will lie somewhere in between 34 and 40 MPPA subject to the extent of peak hour spreading with the current aircraft mix. However, globally, aircraft sizes/capacity have seen an upward trend, and if the same trends apply to Hyderabad Airport’s operations going forward, the long run capacity for single runway is likely to be closer to 40 MPPA. beyond 40MPPA, it will be necessary to add new runway to cater that may enable the airport to cater to 50MPPA & more. Cognizant to the existing Runway capacity which will be about 40MPPA & additional new runway on the north, the other Airside & landside facilities has to be upgraded & created to support & sustain the traffic which is currently designed to cater to a traffic of 12MPPA. For the airside there will be 4 main upgrades required namely:

1. Improvement to existing runway a. Rapid Exit Taxiways Addition b. Full Extension Parallel Taxiways (Txy B)

2. New Runway with Full Extension Parallel Taxiways & 4nos of rapid exit Taxiway

3. Additional Aircraft Stands (overall 135 Stands)

4. Single alignment of Dual Cross Taxiway to connect south airside with northern new airside

5. GSE Tunnel to reduce the aircraft & GSE movement conflicts

2.4.5.1 Additional Aircraft Stands

The current airside infrastructure with runway system & 42 stands are just enough to sustain the current peak of 33

Movements with a consideration of maximum 34 Night parking. As per the current demand, the nigh parking requirement is

in excess of 45 stands and overall minimum Aircraft stand requirement in excess of 54. To cater to this demand of 54 stands

requirement, the following interim provisioning has been done where the stands have been developed without having fuel

hydrant, specifically to cater to growing Night Parking Requirement:

1. 10 Additional Code C stands by reconfiguring existing Cargo stands

2. 5 Nos of Code C power-in & power-out stands south of Taxiway-E, by converting Code F taxiway to Code C taxiway


of 101

Figure 2-4: Interim stands provision layout

Below is the stand requirement forecast in line with the projected traffic:

Figure 2-5: Stand Requirement Forecast

As per the forecast the stands demand would grow from current 44 Nos to 135 Nos at 50MPPA. In order to meet the

forecasted demand following map illustrates how RGIA intent to accommodate the additional Airside infrastructure

requirement to meet the 50MPPA requirement.


of 101

Figure 2-6: 50MPPA development Plan

2.4.6 Need for Terminal Expansion

Existing passenger terminal has the capacity to handle only combined peak of 6400 PHP (peak hour passenger) (3200PHP

capacity for Departure & Arrival respectively)), while as per the current traffic in FY 2017-18, the combined PHP traffic has

surpassed 7,666 PHP. The terminal thus has surpassed the design capacity and the same is reflected in the high congestion

at the terminal.

Figure 2-7: Peak Hour Traffic Forecast

As per our projections, peak hour traffic shall touch 11511 PHP by FY 2020-21 and 21673 PHP by FY 2029-30. The PHP forecasts

are based on the assumption that it would be difficult to achieve peak hour dispersal at RGIA given the peak slot availability


of 101

& high percentage of OD traffic that constitute the bulk of the traffic demand. Further, flight schedules to and from RGIA

during peak hours are defined based on slot availability at the destinations and sources, which are mainly metro airports.

A broad study of the capacity constraints thus clearly demonstrates an urgent need to undertake expansion of the terminal

building and associated facilities to a higher capacity.

Going with the airside capacity where by southern airside maximum handling capacity will be of 40MPPA so the Terminal

herein will also be expanded inline with the same beyond the same a new terminal will be developed at the norther prescient

to cater to capacity requirement beyond 40MPPA. Terminal-2 will have an initial capacity of 10MPPA that can be modularly

expanded to cater to future requirement inline with the principle & design of the Terminal-1.

The projected pax traffic for FY 2029-30 is about 49.1 million. RGIA plans to expand the existing Passenger terminal (T-1)&

develop New Terminal (T-2) in a phased manner to accommodate a total demand upto 50 MPPA .

Expansion requirements for Passenger Terminal Building (PTB) are defined by need to augment various passenger processor

capacities to cater to the forecasted traffic demand. These requirements are defined based on space, facilities and system

capacities to handle forecasted peak traffic loads while sustaining quality and service levels at all times. The following sections

describe the various terminal spaces, facilities and systems that impacts terminal throughput with a highlight on the

expansion requirements of respective terminal elements as per the Traffic Forecast

2.4.6.1 Ramp and Kerb Side Required for T-1 & T-2

The approach to existing Terminal-1(T-1) & proposed Terminal-2(T-2) will be through a loop road which connects the terminal

to the main access road and other facilities. There are two traffic forecourts in existing T-1: (i) the upper forecourt catering

to embarking passengers and (ii) the lower forecourt which caters to arriving passengers and same would be replicated on

the the new T-2. The present layout of the terminal kerb-side is as below:

Figure 2-8: Existing Traffic forecourt layout at RGIA


of 101

Figure 2-9: Proposed Traffic Forecourt for T-1 & T-2

Load on Ramp as per projected traffic:

The arrival and departure ramps at RGIA with an effective kerb-length of 220m can presently handle 32 cars each at any single

point of time i.e. 32 cars can be parked simultaneously at the arrival or departure ramps. It has been observed that the

average dwell time for a car at the ramp varies from 1.5 to 2 minutes at the departure zone and up to 3 minutes at the arrival

zone. Taking cognizance of the same, the current departure ramp can handle approx. 1100 cars during the peak hour and the

arrival ramp approx. 600 cars during the peak hour.

An assessment of the kerb-side has revealed that the peak traffic load observed at the departure ramp between 4 am – 6 am

and at the arrival ramp between 9 pm – 10 pm, already exceeds design capacity, resulting in ramp congestion at the

departures and arrival levels. On a general term over 1,000 vehicles pass through the arrival and departure ramp during peak

hour. The traffic demand at Arrival is tapered to some extend as about 30% of the arriving pax move directly to level below

the ramp on to parking area to take available public transportation buses or Radio cab/Taxi

Departure and Arrival kerb-side projected length requirement (Box reflect the respective terminal)


of 101

2.4.6.2 Passenger Check-in Capacity

For the assessment of check-in counter requirement, the check-in area has been modeled as a common use area i.e. to state

that all counters can be used for either international or domestic passengers. For future projections of requirement of

counters we have considered average process time of 90 sec/pax for domestic check in and 180 sec/pax for international

passenger. Due to technological development & more and more passenger option for self check-in & web check-in the

demand for conventional counters will be reduced substantially. RGIA, being pioneer in adoption of technology (has been the

first airport in India for implementation of E-Enabled services like E–boarding), the new development echoes the same ethos

where in manual counters are being marginalized as the time goes by. The same consideration has been take for the future

check-in requirement forecast.

The use & popularity of CUSS/Web Check-in is on increase which has been made possible due to technological advancements;

Due to the same the demand for Self Bag Drop facility are on increase and demand for Conventional counters reduced

substantially. RGIA, being pioneer in adoption of technology (has been the first airport in India for implementation of E

enabled services like E –boarding), the new development echoes the same ethos where in manned counters are being

marginalized as the time goes by. The same consideration has been take for the future check-in requirement forecast.

Figure 2-10: Checkin Options Considered for Passengers

30%

45%

20%25%

35%

49%50.0%

30.0%

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

FY-14 FY-15 FY-16 FY-17 FY-18 FY-19 FY-20 FY-21 FY-22 FY-23 FY-24 FY-25 FY-26 FY-27 FY-28

web check-IN CUSS Baggage Drop Manned Checkin Counter


of 101

Figure 2-11: Check-in Counter Requirement

The analysis indicates that the existing facility of 60 inline baggage counters at check-in zone is rapidly approaching their

design capacity. The demand generated by projected traffic by 2030 will require additional of minimum of 103 Manned Check-

in Counters, 132 Baggage Drop & minimum 42 CUSS counters. This will necessitate

Existing terminal(T-1) to cater to 40MPPA where by addition of 6 more check-in islands which will modularly provide

minimum 132 more counters and taking the total number of counters to 192

Development of new terminal (T-2)with atleast 2 check-in island having provision 44 counters with 25 being Baggage

drop & 19 manned counters

For provision of the five additional Islands it will require extension of the PTB by 6 modular grids given integrated design

where in each check-in island comes with 22 baggage counters configuration around single inline baggage handling system.

For providing additional space for circulation & for provision of ATRS screening, the check-in island existing & proposed has

been proposed to be redesign with 22 counters each which will be more efficient given the handling capacity of inline baggage

system.

2.4.6.3 Security Screening Capacity Screening Lanes

The existing 12 x-ray channels have the capacity to process up to 1800-2000 PHP. However if consider the split across

domestic and international having 8 x-ray channels available each (including 4 channels with swing provision) can cater to

maximum of 1360 PHP. The current peak experienced at the domestic side is 2684 PHP, which is double the design capacity

which has been catered by redesigning the existing space taking by taking some area from check-in hall and providing overall

17 screening lane so as to meet the current demand as illustrated in the drawing below. This will be an adhoc arrangement

as it creates congestion at check-in & any further capacity up-gradation will necessitates expansion of building space to

accommodate the additional Screening facilities.


of 101

Figure 2-12: Original T-1 12MPPA Check-in Hall Layout

Figure 2-13: Developed Interim Layout Scheme to cater to traffic growth beyond capacity

Taking the cue from the technological advancement, we intent to upgrade all the screening lane system to ATRS screening

lane which will have capacity to handle 350 bags/hr as against 170 bags in the conventional system where by the requirement

of spaces & equipment is optimized to bare minimum. Consistent to the same consideration the future requirement are

forecasted taking ATRS machines into context.

Figure 2-14: Security Screening Requirement Forecast


of 101

The observations on the requirement in line with the traffic projection are as listed below:

Existing terminal, T-1 will be expanded to enable provision 30 ATRS lane configuration with a facility for swing of 3 ATRS across domestic & international

New terminal (T-2) will be developed with an provision 6 ATRS Machine with a facility for swing of 2ATRS across domestic & international

The space available as per the current layout doesn’t allow us to comfortably position more than 20 ATRS X-RAY channels.

This necessitate expansion of the terminal by three modules as illustrated in the drawing below for T-1.

9 13

1924

7 8

1417

32

42

66

82

17

23

37

45

6 813 15

5 611 13

3 47 9

0

10

20

30

40

50

60

70

80

90

FY-14 FY-15 FY-16 FY-17 FY-18 FY-19 FY-20 FY-21 FY-22 FY-23 FY-24 FY-25 FY-26 FY-27 FY-28 FY-29 FY-30

Un

it N

os

XRAY-ATRS DOM XRAY-ATRS INTR DFMD FRISKING_DOM Male

FRISKING_DOM Female FRISKING_INTR Male FRISKING_INTR Female

T-1

T-2


of 101

Figure 2-15: T-1 40MPPA expansion Plan showing Expansion of Check-in- & security screening hold

Figure 2-16: 10MPPA Capacity T-2, with proposed Scheme for Security Hold area

2.4.6.4 Boarding Gates Capacity Assessment of gate capacity has been to ascertain whether the current configuration and number provisions at RGIA are

sufficient to accommodate future needs. The aircraft mix and average gate occupancy times observed at RGIA are as listed

below:

Table 2-3:- Inventory of Gates available at RGIA

Aircraft Class Gate Group Number of Gates Mix (%) Mean Service Time (Min)

C Contact 6

92.0% 60

Bussing Gates 6 30

E/F Contact 3

8.0% 120

Bussing Gates 2 45

Table 2-4:- RGIA current Gate Configuration

Gate Type Nos (in code ‘C’ Config.)

Code ‘C’ Code ‘E/D’

Contact 12 6 3 (Equals 6 Code C Gates)

Remote 11 10 1

Total 22 16 4

Table 2-5:- Gate Capacity and Demand

Gate Group Maximum Demand

Designed Capacity (aircraft / hr) Current Demand

(aircraft / hr) Contact Remote

‘C’ 30 6 20 23.92

(0.92 x 33**) (6*** x 1) (10*** x 2) (0.92 x 20*)


of 101

‘E’ 3 1.5 3 1.6

(0.08 x 30) (3*** x 0.5) (2*** x 0.75) (0.08 x 20*)

All in C Config. 33 7.5 23 26

* Current peak ATM is 28 Movement/Hr.

**Total allowed peak ATM (in code “c” ) is 33

***Dedicated Gate for respective Class of Aircrafts (12 gate for NB operation and 3 gate for WB operation), 5 contact and 10 Remote for Domestic, 7 Contact and 1 Remote for International

The analysis indicates that the gates provisioned as per current capacity can cater to demand of 26 ATMs/Hr, which was not

enough to cater to growing traffic and on an interim basis 4 additional Remote busing gate was created just enough to sustain

current peak operations at RGIA which is about 30-33 ATM/Hr. The projected demand in future will necessitate the addition

of new gates.

Projection for Gate requirement

At Hyderabad, 30% of the domestic peak ATM traffic constitutes of turbo-prop aircraft which can only be catered through

remote gates. The remaining 70% consists of standard Code-C jet aircraft. It has been observed that the percentage of Turbo-

prop aircraft during peak is on a decline as more and more full size Code C jet aircraft are being operated by airlines during

peak hour. It is expected that the mix of turbo-prop aircraft will reduce from the present level of 30% to 20% of the total peak

ATM traffic. This will result in exponentially growth of demand for contact stands in near future. This trend can also be

collaborated with demand for parking of turbo-props versus full size Code-C jet aircraft at Hyderabad coming down from 55%

of total demand in FY 2008-09 to present level of 29% and is expected to go below 20% by FY 2029-30.

Further, to provide best in class comfort to passenger, ease of operations for all stakeholders and higher safety levels due to

lower on-ground equipment on airside, it is preferable to use contact stands. In case of international traffic, aircraft mix is of

standards size Code C, Code D or Code E Jet Aircrafts with all being serviced through contact gates.

Figure 2-17: Domestic and International Departure gate projected Demand chart

Assessment of the traffic forecasts indicates that the existing gate capacities wouldn’t be sufficient to sustain traffic growth.

To sustain traffic till FY 2029-30, we need to add 61 more contact stands (32 in Domestic side and 29 in International side

where by some stand can be made available for swing ops for flexibility). The additional of cate will be as listed below


of 101

1. T-1, will be expanded to accommodate a overall contact gates numbers to 51 including 8 MAR Stands. We will need

to add 6 more remote gates to meet the demand of 21 stands in FY 2025-26

2. T-2 will be construction with a overall contact Gate of 10 & 6 Remote gate.

3. Combined T-1 & T-2 will have the total capacity to cater to traffic in excess of 50MPPA

For addition of contact and remote gates in T-2, the only option available would be to expand the terminal piers linearly as

stipulated by the current modular design. All the Contact & remote gates in T-1 & T-2 will have E – Boarding facility.

Figure 2-18: T-1: 40MPPA Expansion showing the contact gates

Figure 2-19: 10MPPA capacity T-2 with Contact Gates

2.4.6.5 Emigration

The average process time observed at emigration counters is 90 second/pax. This process involves travel document

verification and passenger photo profiling. Based on this assumption and international traffic forecasts, the emigration

counter requirement projections indicate that the current provision of 22 counters (which include 2 supervisory counters) is


of 101

constrained as per current traffic. Beyond this, we need to expand the emigration area in T-1 to add minimum of 34 more

counters to sustain traffic until FY2025-26. Beyond the same 15 counters has to be provisioned in T-2 to cater to the demand

upto 50MPPA traffic.

Figure 2-20: Emigration Counter Capacity versus projected Demand chart (Horizontal Red line indicates present capacity)

2.4.6.6 Immigration The current international arrival peak passenger is around 879 PHP which is expected to grow to 2278 PHP by FY2029-30. The

average process time observed at immigration counters is 90 second/pax. This process involves travel document verification

and stamping. Based on this assumption and international traffic forecasts, the immigration counter requirement projections

indicate that the current provision of 21 counters is just enough to cater to current traffic.

Figure 2-21: Projected Immigration Counter Demand


of 101

Beyond this, we need to expand the immigration counters by adding minimum of 37 more counters to sustain traffic till FY

2025-26 at T-1 & additionally 15counter with T-2 for catering to traffic upto 2029-80. As a whole there may be requirement

of additional counters over and above the projected 73 counters to cater to demand growth of the same in line with the new

requirement like On arrival Visa, etc.

2.4.6.7 Baggage Claim The baggage handling system plays a crucial role in managing passenger traffic. Two baggage claim units are provisioned for

domestic and international passengers and positioned adjacent to each other in the baggage claim zone at Level D. Belt

number 2 and 3 (both 90m) cater to domestic traffic whereas belt 4 (90m) and 5 (70m) cater to international traffic. Belt 3 is

designed to be used as a swing belt.

The current baggage claim units, in a single configuration model, have the capacity to be able to cater to 11 Code-C aircraft

with standard configuration and a load factor of 80%. Considering the arrival baggage handling of domestic and international

system separately, it can be observed that the baggage claim units (carousels) provide the sufficient capacity to only cater to

the current demand.

However, for the international BHS the system throughput capacity gets highly regulated to an average of 300-400bags/hr.

due to mandatory customs screening requirement with decision time per bag taking 8 - 16s per bag as per current procedures.

X-Ray screening has been the bottleneck for International Arrival Hold Baggage, planned upgradation of facilities includes

installation of Matrix Server Screening System, additional Infeed & Hold Baggage X- Ray machine, etc. for enabling faster

screening has been initiated by virtue of which the baggage throughput is expected to improve to 10 bags/minute translating

into 600bags/hr. Considering the same, each of international baggage claim units can handle one standard Code-E aircraft or

two Code-C aircraft at any given time. Taking this into consideration, the current international baggage claims units can

handle a maximum of three Code-E aircraft (when the swing is in operation) or six Code-C aircraft. If the domestic swing is

unavailable, only two Code-E or four Code-C aircraft can be serviced. To cater to the current Arrival peak of 16, there was a

need to add a minimum of 60m belt, which was added within the existing built-up as illustrated in the drawing below.

Existing Layout of Baggage Claim Area at RGIA

The future requirement for baggage claim systems has been tabulated by considering claim device occupancy time of 40

minutes for international flights and 20 minutes for domestic flights. The maximum throughput is taken as 600 bags/hr for

the international baggage claim system and 1080 bags/hr for the domestic baggage claim system. This projection illustrates

that the baggage claim area for both international and domestic passengers need to be expanded as the terminal approaches

its design capacity.

Capacity of baggage handling facility

Figure 2-22: Existing Domestic and International baggage claim provisions versus projected Demand chart


of 101

(Horizontal Red and Black lines indicate present capacity for International/Domestic side)

For catering to demand till FY2025-26, T-1 will require to add minimum of 9 claim belt of 90m baggage claim for domestic

and 5 Claim belts of 90m for International. For provisioning of the same this will necessitate expansion of terminal modularly

both toward west and east to accommodate the same. As for catering to Traffic beyond FY2026, it will require to develop T-

2, with minimum 2 Nos of 90m baggage claim for domestic and 2 Nos of 90m Baggage claim for International.

Figure 2-23: 40MPPA T-1 Expansion showing the Baggage Belts


of 101

Figure 2-24: 10MPPA capacity T-2 showing the Baggage Belts

2.4.7 Interim Arrangement to Decongest Existing Terminal

The Current terminal been built to handle capacity of upto 12 Million Passengers Per Annum (MMPA) but the traffic Over the decade, has grown from 6.2 million passengers in 2009 after the airport opened, to 18.3 million passengers in 2018 (CAGR of 12.8%). Resultant of the same Hyderabad Airport is presently operating at over 150% of its design capacity. This had posed significant constraints in handling of the traffic and in view of the same over the last one and half years, the airport has been proactively working on both the Short-to-Medium term solutions that would enable the airport to effectively handle the growing traffic as the Airport take-up the expansion works. As part of short-to-medium term solutions, several terminal decongestion initiatives as listed below have been undertaken

to sweat the existing infrastructure to the fullest.

Existing Terminal Improvement - A reputed international consultant was also brought on-board for a detailed study on

increasing the throughput and sweating all existing airport infrastructure. Passenger flow simulations were also done

and as result, several measures were put in place e.g. increasing the security check-in lanes to 17Nos, deploying non-

baggage counters for check-in, increasing the entry lanes to the terminal, ramp management, use of extended plates etc.

Development of additional Capacity through

Creation of one level processor building (Interim International departure terminal) attached to existing terminal that can

handle in excess of 1100 peak passenger for international departure. This terminal will have exclusive facilities enabling

check-in, security, immigration, customs processes for international passenger

a. Interim International Departure Terminal (IIDT) has a total builtup area of 9600 Sqm with 38+4(premium Check in

concourse) check in counters, 8 hold baggage screening machines, 4 ATRS and 1 conventional hand baggage screening

machines and 22 Immigration counters and shall be operational by 31st August 2018.


of 101

Figure 2-25: Interim International departure Terminal (IIDT) layout & plan details

b. Creation of standalone remote Domestic baggage claim hall with provision of 4 nos of 45m baggage carousal enabling

handling of additional 1200 peak arrival Passenger. This interim Domestic Arrival terminal (IDAT) will have a total

builtup of 3800sqm and will be operational by December 2018.

Figure 2-26: Interim Domestic Arrival terminal (IDAT) Plan & Layout Details

c. Swing of existing 90m Baggage Belt Nos-3 to international Operation - To sustain International traffic till 2021, an

addition of minimum one 90m belt is required.As with respect to additional of additional capacity through IDAT for

domestic the existing 90m Belt Nos-3 will be swing across for catering to International operations during the peaks


of 101

Figure 2-27: Location Map of IIDT & IDAT with respect to exiting Terminal

The current capacity with stretched capacities added because of the interim solution can meet requirement for next 1-2

years.

2.4.8 Allied Infrastructure Development Requirements

2.4.8.1 Cargo Air cargo volume at RGIA grew with 9% CAGR since FY 2011-12 to a 138kTon in FY 2017-18. It is expected to grow to 575K ton by FY2030. Hence, GMR Hyderabad International Airport Limited (GHIAL) has initiated the process of expand of air cargo facility from current 14,490m2 to meet the growing demand of the shipment of Cargo (general cargo + Pharma + Perishable) from RGIA. Air cargo facility requirements are based on the 2017 forecast and Cargo Master Plan recommendation by NACO and are presented in Table Below. As per the same, it is envisaged that all-cargo operations at RGIA would require to be expanded to cater to demand till 2027 with an approximately 30,000 M2 of building space specifically catering to general cargo and perishable & Pharmaceutical Cargo . With allowances for truck and vehicular parking and GSE storage, a total site requirement of approximately 10Ac of plot area will be required & which is available as illustrated in the proposed expansion plan details. Table 2-6:- Cargo Forecast for Fy2030

Cargo Category 2030 (Tonnes/Year)

Domestic 2027 International2027 Sub Total

General Cargo 139850 154067 2,93,917

Other 1460 14323 15,783

Perishables 15,400 15,400

Pharma 13514 99186 1,12,700

Domestic Express 47,200 - 47,200

Integrator 90,000 90,000

Subtotal 2,02,024 3,72,976

Total 575,000


of 101

In order to determine the required floor space to efficiently handle the anticipated cargo volumes, planning parameters are used. These planning parameters are based on the analysis of the existing conditions, the level of ambition, the size of the cargo volumes in the planning period and international best practices and experience. For RGIA, the following planning parameters have been used: Table 2-7:-Cargo Forecast Planning Parameters

Type of Facility Productivity Ratio [tonnes /sq.m.]

Office area (additional)

Footprint/ Floor Area Plot Size/ Footprint

General Cargo 10

15% 0.9

1.8

Domestic Express 10 1.8

Perishables 12 1.8

Freight Forwarders 8 2

For international express freight (integrators) the tonnage have been converted into parcels per hour, assuming the following: • Average parcel weight: 1.5 kg • Productivity ratio: 0.5 parcel / sq.m. • Peak period: 8 hours (e.g. 10 PM to 6 AM) Based on the same Cargo facility requirements for 2027 has been mapped to as listed below Table 2-8:-Cargo Expansion Requirement

Description FY2030

Built-up (Sqm) Plot Area (Ac)

1st Tier Cargo Facilities

General cargo terminal 35,270 16

Other 1,791 1

Perishables 2,079 1

Pharma 14,088 6

Domestic Express 4,720 2

Integrator 11,250 5

2nd & 3rd Tier Cargo Warehousing & Support Facilities 2,49,112 111

Based on the forecasted expansion requirement Schematic Design for Expansion of General Cargo Terminal building including exclusive Pharma Zone need to be developed that provides a scope of future further expansion of General Cargo Terminal. The design also should take care of

1. Airside Infrastructure requirement such as staging of ground service equipment (GSE), airside service road, ULD Staging Area, back of stand road etc.

2. The landside interface of the cargo terminal will be primarily for the acceptance of trucks. Truck Docks/Truck marshaling bays prior to docking as required.

4.1 Cargo Airside Infrastructure Requirements Anticipating on an average of 2 flights per day per stand and an average cargo load of 20 tons per aircraft* and an assumed additional peak demand of 25%, the number of aircraft stands can be estimated. For the general cargo a split of 80% of belly cargo and 20% full freighter cargo has been adopted as per the existing situation conditions. Table 2-9:-Cargo Stand Requirement


of 101

Description Type of Aircrafts FY2030 (stand no’s)

General cargo full freighter aircraft - ICAO Code F (B747-8F) 4

Domestic express full freighter aircraft – Code D (B757F) 3

Integrator full freighter aircraft – Code D (B757F) – 90% share 4

Integrator full freighter aircraft – Code E (B777F / A330F) – 10% share 1

4.2 Proposed the air cargo facility expansion plans: The existing cargo terminal (approx. 14,500 m2) is to be retained and further expanded in order to cater for sufficient capacity in the next 3 years as per the requirement listed above. New terminals & associated facilities as per the forecast will be developed by expanding toward east, west & north of the existing terminal.

Figure 2-28: Cargo 5 LTPA Expansion Plan 2.4.8.2 Fuel Farm GHIAL has constructed an Aviation Fuel Farm and Hydrant Fuelling System with State of the Art Facilities including modern automated systems. The Fuel Farm operations are SCADA controlled, pump motors are provided with Variable Frequency Drives for energy conservation and real time stock control by RADAR gauges. At present, Fuel Farm is having 3 fuel tanks, each of capacity 4500 KL, with a total capacity of 13500 KL. On an average, the current average daily fuel off-take is 1557 KL/day, catering to a mix of 209 wide bodied and narrow bodied aircrafts. The Fuel stock available cover allows for an average of 8.5 days off take. The fuel off-take capacity required at airports as per good industrial practice is 8 day. Based on this standard, the current capacity is fast reaching its saturation and calls for addition of additional tanks The existing facility can cater to the demand of fuel up to a daily off take of 1687 KL/day under the present mode of replenishment taking 8 day holding capacity. The fuel off-take ex-Hyderabad is totally dependent on the number of departures from RGIA. Based on the traffic projections as per the traffic study, the total departures would be around 295/day by FY2020-21 and 788/day in FY2029-30.


of 101

Apart from this the growth in fuel offtake is directly co-related with the taxes levied on ATF in a particular state. We have seen a significant growth in the fuel offtake in last few months on account of reduction in VAT to 1% by the State Government. On account of this it is expected that there might be a higher increase in fuel offtake in near future, but in future possible introduction of GST might normalize the tax across all states. Assuming the same ratio for WB and NB operations the fuel demand per day would be approximately 3028 KL in FY2020-21 & 5627 KL in FY2023-24. Therefore, to cover 8 days off take, the approximate stock holding required is 24224 KL (3028 KL X 8 days) in FY2020-21 and 45016 KL (5627KL X 8 days) in FY2029-30, in the tanks. Table 2-10:- Existing fuel farm facility capacity

Current Capacity (KL)

Dead Capacity (KL) Current Average Daily Uptake (kl)

Stock Holding Capacity (days)

Industrial Standard Stock Holding or road Fed Fuel Farms

13500 400 1831 8.6 8 Days

Table 2-11:- Projected storage capacity demand for fuel farm

Current Capacity

Current Req (2018)

2020 2021 2024 2026 2030

13500Kl 14648 Kl 23008KL 26744KL 37344KL 44048KL 55304KL

Current Fuel Farm capacity is just sufficient to meet the current demand taking minimum 8 days of secured off take capacity. But as per the forecast, we plan to construct 5 tanks of 6200kl in phases as part of the expansion to match the demand.

Fuel Farm Expansion Plan

Figure 2-29: fuel Farm 50MPPA expansion Plan 2.4.8.3 Airport Main Access Road


of 101

RGIA has an unique network of roadways. Entrances and exits from/to NH-9 & NH-765 at RGIA currently operate at near-freeway conditions, while elevated kerb side roadways at front of Passenger terminal operate at much slower speeds, as drivers attempt to manoeuvre into and out of kerbside spaces. Double and triple parking and jaywalking frequently occur on kerbside roadways despite the visible presence of traffic enforcement officers. Standard highway capacity analysis can address the aspects relating to the main access road (MAR), but not the full spectrum of operating conditions that exist on airport terminal area and kerbside roadways. At RGIA, Airport Main Access roadways (MAR) also provide access to and from the multiple land uses within the 5500ac extend of available airport land. As for the Airport specific need MAR serve vehicles transporting airline passengers and visitors (“visitors” refers to meeters, greeters, and well-wishers accompanying or greeting airline passengers), employees of the airlines and other airport tenants, air cargo and mail, as well as vehicles used for the delivery of goods and services, maintenance, to support airport operations or construction, and other purposes. As relating to same MAR service multitude of vehicle types which include private vehicles, rental cars, on-demand and preserved taxicabs, prearranged and on-demand limousines or Town Cars, door-to-door vans, hired vehicles, charter buses, scheduled buses, and service and delivery vehicles. Each vehicle/user type has its own special characteristics and affects airport roadway operations differently. Although the airport passenger terminal building and surrounding area (the terminal area) is the most prominent location on an airport, but taking cognisant of the size, type, and distribution of airport land uses being planned at RGIA, less than half of all traffic on an airport may be associated with passengers and visitors proceeding to/from the terminal area; the remaining traffic is generated by non-airline passenger activities, including employees. Considering the airport growing size & the variety of land uses being proposed at RGIA, requires a neat network of roadways to provide for seamless inbound and outbound traffic, and the internal circulation of traffic between land uses. The current roadway network at RGIA broadly consists of following types of roadways depicted on Map below. Figure 2-30: RGIA Existing Road Network Map

2.4.8.4 Airport Main Access Roadways Capacity Outlook MAR provide for the free flow of traffic between the NH-7, NH765 and the passenger terminal building and other major public facilities, and is designed with limited number of decision points (i.e., entrances or exits or Junctions). Currently MAR is a 4 lane dedicated access road from NH-7coming from the west & from Srisailam Highway (NH-765) coming from the east with an interphase of 4 rotary junction which regulate the cross movement across the same, on to


of 101

airport & associated existing facilities. The capacity has been derived based on standards defining the Urban Roads capacity as per the Indian Highways standards. It should be noted that MAR access caters to both Airport & Non-airport Traffic like that of SEZ, hotel, other commercial establishment etc. Table 2-12:- Road capacity out look

Elements Feature Current Capacity, PCU/hr. Requirement 2014-15, Peak Traffic (PCU/Hr.)

Approach Road 2lane 2400* 1933

Exit Road 2lane 2400* 2027

* Source - Highway Standards : Urban Roads capacity

Table 2-13:- Road capacity as per recommended Standards

Tentative Road Capacities as per IRC standards between intersections

Lane Capacities as per Level of Service (LoS) standards , ACRP

It should be observed that at RGIA current peak vehicular traffic has exceeded 90% of the designed road capacity that necessitate immediate expansion of road & associated infrastructure. Rotary junctions at RGIA ensure seamless traffic flow from & to the Passenger Terminal & other facilities. Of the existing 4 rotaries, two are more critical as it serves the PTB and are experiencing traffic snarls at time namely departure rotary & arrival Rotary. A rapid assessment was carried out which display that the capacity of about 3000PCU/hr. Table 2-14:RGIA Rotary capacity outlook

Symbols Rotaries (departure & arrival) Measurements units

e1 Entry Width 7.5 m

e2 Exist width 7.5 m

W weaving width 11 m

E Average entry & exit width 7.5 m

P proportion of weaving traffic to the non-weaving traffic 0.8

L weaving length 40 m


of 101

ROTARY CAPACITY 2979 PCU/Hr.

Formula

Table 2-15:- Rotary capacity outlook

Elements Feature Current Capacity PCU/hr. Current Peak Traffic (PCU/Hr.)

Departure Rotaries 2lane 3000 2761

Arrival Rotaries 2lane 3000 2896

* Source - Highway Standards : Urban Roads capacity

Traffic Split by Entrance Of the total airport road traffic the arriving / departing traffic are split across two main entrances, one being the on the East from NH-765 and other being from the west from NH-7. The broad split traffic across two entrances (excluding two wheelers) are as listed below

West entrance: 70%

East entrance: 30% Figure 2-31: RGIA Main Road Access Map

Forecasted the road traffic based on the available projected airport traffic along with the consideration for the traffic generated by other Non-airport activities, it should be observed

Traffic will touch in excess of 3800 PCU/Hr/Flow Direction from west & 1500 PCU/Hr/Flow Direction from east as the Airport approaches 34MPPA traffic

With the Non-airport development picking up at airport will see the overall peak in single directional demand exceeding would 5000 PCU/Hr/Flow Direction mainly from western.

The metro project materialising in next 3-4 years, might cater to about 20% of the traffic demand and the effective road peak traffic will be always in excess of 4000PCU/Hr/ Flow direction from west as we approach 34MPPA airport Capacity. This will necessitate 8 Lane MAR from NH-7 to at least Departure Junction with a provision of elevated ramp for provision of seamless access to the terminal. Along with other sector road to segregate non airport traffic form airport traffic.


of 101

Figure 2-32: Peak vehicular Traffic Forecast Chart

Figure 2-33:Road Traffic & Road Lane requirement Forecast Chart

Figure 2-34: Airport Main access Road Improvement plan for 40MPPA


of 101

Figure 2-35: Airport Main access Road & forecourt access plan for T-1 & T-2 as for 500MPPA

The proposal is to expand the 4 lane MAR 5km stretch from west of existing to 8 lane approach road up to departure junction with a new elevated two lane approach road with trumpet interchanges connecting the PTB. Along with the improvement proposed for airport approach, it is also proposed to develop the sector road & new link road to Mansanpalli & P-10 road to Divert & segregate non-airport traffic out of MAR. 2.4.8.5 Requirement of improvement to Airport Road network The current road capacity will be sufficient to cater to airport traffic for immediate future provided other traffic including Cargo traffic are better managed by developing alternative circulation routes. Moreover the other development including Commercial & noncommercial activities has picked up in and around Airport, and it has become imperative to develop Other new Airport link road & sector road to divert the non-passenger traffic out of Main access Road. Pertaining to same concept RGAI intent to develop Parallel loop roads connecting Main access road with new Link connecting Mansapally Highway on the west & P7 &p10 Road on the North. (Illustrated below)


of 101

Figure 2-36: Airport New sector level Road development plan for 50MPPA 2.4.9 Summary of Overall Capacity Requirement The PTB building has the provision of modular expansion from its current capacity of 12 MPPA to a capacity of about 40MPPA. In order to achieve this, the current design has provisioned sufficient building depth as this cannot be expanded in an operating airport whereas the length can be easily extended. The general sizing of PTB are based on IATA recommendations combined with experience from other airport designs, while taking into account technological trends that affect the dimensions. The analysis in the above sections have brought out the capacity constraints as traffic inches close to the design capacity and requirements of expansion has been mapped with consistent design principles. The analysis also clearly indicates that constrained capacity of PTB and requirement for immediate interventions to augment the existing facilities to ensure passenger comfort. The terminal requires immediate improvement at PTB approach kerbside, check-in, security screening and the arrival baggage claim zone as these zones are experiencing high level of congestion. Table 2-16: Summary of Passenger Terminal building & Airside Capacity Augmentation Plan

AIR

PO

RT

EXP

AN

SIO

N

REQ

UIR

EMEN

T

Airside Expansion

Requirement Passenger Terminal Expansion requirement

TRA

FFIC

(M

PP

A)

Pe

ak A

TM (

No

s)

Air

craf

t P

arki

ng

STA

ND

S D

ep

artu

re P

EAK

Pax

(Co

m )

CO

MB

INED

PEA

K P

ax

(No

s)

De

par

ture

Cu

rb le

ngt

h

(m)

Arr

ival

- C

urb

len

gth

(M)

Bag

gage

CH

ECK

-IN

Co

un

ters

B

agga

ge D

rop

CU

SS

Emig

rati

on

Co

un

ters

Imm

igra

tio

n

Secu

rity

-Xra

y _

Do

m

(ATR

S)

Secu

rity

-Xra

y _

Intr

(ATR

S)

TOTA

L C

ON

TA

CT

STA

ND

S B

AG

GA

GE

CA

RO

USA

LS-D

OM

(90

M)

BA

GG

AG

E

CA

RO

USA

LS_

INTR

(90

m)

EXP

AN

SIO

N P

HA

SIN

G

Exis

tin

g

18

.3m

28

42

35

63

76

66

44

0

44

0

60

0

16

22

25

4+3

Swin

g 4

+3

Swin

g 1

0+

2

Swin

g 2

+ 1

Swin

g 2

FY-18

18.3m

28 44 3,56

3 7,666 396

336

55 33 13 25 26 9 7 23 5 3

25

MP

PA

FY-21

27.5m

41 85 5,35

0 11,51

1 594

504

66 60 19 37 38 14 9 34 8 5

FY-26

39.8m

57 119

7,769

16,708

858 726

60 107

34 56 58 19 14 47 11 7

40

MP

PA

FY-30

49.1m

68 135

9,602

20,642

1062 900

74 132

42 71 73 24 17 57 13 9

50

MP

PA

2.5 Airport development Context

This report primary focuses on the Immediate & medium term growth with an detailed outlook for the immediate short to medium term in perspective of 5-10 years to sketch out the development requirement on immediate term as well stage the subsequent developments at RGIA to sustain the growth & operational effectiveness till 2029-30, in consistent with the concession period.


of 101

3.0 Project Description

3.1 Type of Project The said project is an expansion of terminal and associated facilities to augment passenger processing capacity in order to

meet the demand of the projected traffic growth.

3.2 Location RGIA is located at about 30 km south of Hyderabad at Shamshabad. The major access points to the airport are from the National Highway NH-7 and Outer Ring Road (ORR) from the west side and Srisailam State Highway on the Eastern side. Also a first of its kind 11.8 km long elevated expressway has been construction and opened for traffic recently, to enable passengers to reach from the city centre to the expanded six lanes NH-7 road, and arrive at the airport within 30 minutes. Besides these, Multi-Modal Transportation System (MMTS), Metro Rail, Mono Rail Transport System (MRTS) and other alternative modes of transport are being actively explored in collaboration with the state government.

Figure 3-1: The Airport Location in relation to the City of Hyderabad

Lying within two-hour flight distance from all major Indian cities and four hour flight distance from Middle East and South East Asia, RGIA is strategically located at the center of India. Located strategically at the geographical center of India, Hyderabad is within a two hour flying radius to all the major cities in India and a four hours radius to all the major cities in the Middle East and South East Asia. The city therefore holds tremendous potential to emerge as one of the main air travel hubs in India and the critical destination-and-transit point for travel between the East and the West. Currently, there are 15 foreign and 5 domestic airlines operating from Hyderabad which fly to over 30 domestic & 21 international destinations. In addition, Lufthansa Cargo has 3 weekly freighter services from Frankfurt; Cathay pacific has 1 weekly service from Hong Kong, 1 weekly service from Turkish airline from Istanbul & Qatar airline with 2 weekly services from Doha apart from daily Blue Dart domestic Freighter services Blue Dart.

RGIA


of 101

3.3 RGIA Environmental Setting

Sr.No. Particulars Details

1 Latitude 17013’34" N to 17015’14" N

2 Longitude 780 23’16" E to 780 27’56" E

3 Elevation above MSL 590-620 m

4 Climatic conditions (IMD, Hyderabad)

a) Annual Max. Temp: 43.0 oC b) Annual Min. Temp: 11.8 oC c) Annual total rainfall: 802.4 mm d) Predominant wind directions: North, West & East

5 Present land use at the Airport Industrial & Mixed Use category

6 Nearest Highways

National Highway no. 7 connecting Hyderabad to Bangalore at a distance of about 1.0-km from the western side boundary of the Airport. National Highway No. 765, connecting Hyderabad to Srisailam at a distance of 1.0 km from eastern side boundary of the Airport.

7 Nearest Railway Station Umdanagar on South central BG Line from Hyderabad to Bangalore at a distance of 1.0 km in Northwest direction. Falaknuma is the nearest junction at about 9.0 km on the same line from northern boundary of the Airport.

8 Nearest airport Hyderabad (Begumpet) airport at a distance of about 23.0 km in north direction.

9 Nearest Town Hyderabad/ Secunderabad (20-km, N)

10 Nearest villages Shamshabad (NW-0.6km), Umdanagar (NW-1.0 km), Mamidipalli (E-0.5 km), from the boundary of the Airport apart from the villages, which are within the Airport (Gollapally, Galvaguda, Ananthareddyguda etc).

11 Hills/valleys Small rocky hillocks of about 50 m height are on the eastern direction at a distance of 0.8 km from the boundary.

12 Ecologically sensitive zones

No ecologically sensitive zone lies within 10 Km radius of Airport. Nehru Zoological Park which is a tourist place is at a distance of about 12 km in north direction, Kasu Brahmananda Reddy National Park-20 km N, Deer Park at Vanasthalipuram-21 km NE and Chilkur Reserved Forest - 15 km NW from the center of the Airport

13 Reserved Forest No notified forestland is involved in the Airport vicinity. The nearest reserved forest area having scrubby vegetation is at a distance of 2.5 km from the boundary of the Airport in south direction near Harshagudem village.

14 Historical/Archaeological places The important nearest places from Airport center are Falaknuma Palace (11 km, NE), Golconda Fort (16 km, N), Qutubshahi Thombs (15 km, N), Charminar (14 km, NE), Mahakali Temple (22 km, NE), Salarjung Museum (15 km, NE).

15 Nearest Defense and other Establishments

Defense Research Laboratory (15 km N) Research Center Imarat (9 km SE) National Police Academy (9 km N) from the Airport center

16 Major Water Bodies

Musa river (8.3 km N), Musi river (11.25 km, N), Himayatsagar (3.95 km NW), Osmansagar (12.7 km NW), Mir Alam Tank (8.6 km N), Husain Sagar (17 km N), Rawiral Cheruvu (3.5 km SE), Umdasagar (3.05 km N) from the nearest boundary of the Airport.

17 Industries/Industrial area Several small and medium scale industries in the APIDA Areas in 8 to 20 km radius of the Airport mainly towards north. Many Information Technology companies

Table 3-I: RGIA contextual setting


of 101

3.4 Alternate Sites Considered

Since the proposed project is an expansion project, alternate sites have not been considered.

3.5 Airport Overview

RGIA is located within 5495 acres of land of which about 2000 acres has been developed toward Airport need which mainly constituting of 1700acres of Airside & 300 acres of landside facilities. RGIA’s Airside facilities include Primary runway (2nd longest in India) with a parallel taxiway capable to function as secondary/standby runway. The Primary runway is Code-F compatible catering to largest aircrafts like Airbus A380 and the secondary/standby runway is capable of catering to Code E aircrafts. The landside mainly constitutes of modularly expandable integrated passenger & cargo terminal facilities along with access & other support facilities. 3.6 Airport Infrastructure outlook

RGIA’s Airport infrastructure includes the 75m tall ATC tower (Air Traffic Control), Integrated cargo terminal, MRO (Maintenance and Repair Overhaul), CFR station (Crash, Fire and Rescue) and utilities. The airport is also equipped with latest IT systems and Airport Operational Database (AODB) technology which was for the first time deployed for Airports in India. RGIA has an integrated Passenger Terminal Building (PTB) having modular design for future expansion and is equipped with multiple contact boarding bridges, remote stands, common user terminal equipment (CUTE), check-in desks, self-check-in kiosks, immigration counters and a transit hotel. At the forecourt of PTB, 'Airport Village' provides ample facilities for shopping and recreation, area for ‘meeters and greeters', dedicated parking facility, etc. Passenger facilities at the PTB also includes Porter Service , free Wi – Fi, Multi cuisine food court, Airport Lounges with night stay option, Children play area, Medical center, Bank/ATM, Forex, facilities for baby care, transfer assistance, etc. Table 3-II: RGIA, Operational & Passenger broad Infrastructure Outlook


of 101

S No. Parameter Facilities Description

1 IATA/ ICAO Code HYD/VOHS

2 Runways

One of the longest runway in Asia

Primary Runway (Code F): L=4260m. Secondary Runway (Code E): L= 3707 m

Orientation: 09R/27L (Primary) & 09L/27R (Stand By)

Four Rapid Exit Taxiways

3 Aerodrome

ILS Category ILS Cat I

Elevation/Reference Temp. 617 m AMSL/39 deg Celsius

Rescue Fire Fighting Category

CAT-9 upgradable to CAT-10 with 1 hour prior notice

Isolation Bay Remote stand 100

Ground Lighting Facility Precision Approach Runway Category – 1 for 09R/27L, Apron flood Lighting System

Communication And Navigation Aids

ILS CAT-I for runways 09R and 27L

ASR, MSSR, DVOR/DME, ASMGCS, VHF communication, DATIS, VDGS for docking guidance

4 Terminal Details

Passenger Capacity Currently at 12mppa with ultimate design capacity of 40mppa

Total Built-up Area (Sq. m) T Shaped Building having 8 floors with 2 processing levels& 2 piers

each of 250m length. with a total area of 117339 m2

LEED Silver Certified

No of Stands/ Passenger Boarding Bridges

42 (12 Contact & 30 remote Stands.)

Includes 2 Code-F stands, one with Upper Deck docking capability

Car Parking Capacity 3000 Nos.

5 Passenger Transportation Centre (PTC)

Originating/ terminal stop for State Road Transport services including metro bus & long distances buses as well as RGIA Passenger free shuttles connecting locations within airport

Facilities for parking of radio taxi, prepaid taxi etc.

Has facilities for overnight passenger stay at economical rates in dormitory (both A/c & Non A/c) as well as individual room (Standard & Deluxe) formats

Other facilities include canteen serving breakfast, lunch, tea/snacks and dinner; general stores to meet passenger needs

3.7 Cargo & Free Trade Zone Facilities Outlook

Acting as a gateway to South & Central India, RGIA provides aviation link to all major International freight hubs. It is strategically located with all major Indian cities within 2 hours of flying distance and most major Middle East & South Asian hubs within 4-5 hours flying distance. RGIA has direct freighter connectivity to major International hubs covering Middle East, Europe, Far East and South East Asia and this is being further enlarged to reach all top cargo hubs globally. Through safe, reliable and highly cost efficient road feeder service & dedicated bonded truck movements, RGIA brings air freight services to the doorstep of its customers spread across West, South & Central India. Table 3-III: The available cargo infrastructure and facilities at RGIA


of 101

S No Parameter Facilities Description

1 Cargo Facilities (Airside)

Dedicated Cargo apron, Code F – A 380 compatible

Cargo Facilities are adjacent to cargo terminal for quick & easy turnaround of cargo

2 Cargo Terminal Facilities (Landside)

Integrated Cargo terminal that can handle 1,50,000 MTs per year and which can be modularly expanded to handle up to 10,00,000 MTs per year at its ultimate design capacity

Integrated Cargo village with facilities for cargo handling, cargo processing, storage, customs, banking, etc. under one roof

Modular Integrated Terminal Building spread over 14,330 Sq. m with 24X7 Customs Operations

Pharma Zone – Dedicated cold storage facilities for domestic & international cargo (import & Export).

Dedicated zones with 02 to 08 degrees & 15 to 25 degrees in both non-sterile examination and sterile area for built-up ULDs with data loggers & plug points for cool containers.

Exclusive facilities for storing dangerous goods, hazardous, vulnerable cargo & Airline material. Includes Strong Room and Access control systems to check unauthorized access to the facility

Adequate docking facility, 24X7 surveillance through CCTV cameras, multilevel racking system and State of Art equipment including Dock levelers, Lift & Run system, and battery operated forklifts, high reach trucks, etc.

Dedicated facilities include Bonded Trucking, X – Ray Services, Animal Quarantine & Certification, Directorate of Plant Protection & Storage, Central Drugs Standard Control Organization, etc.

3 Cargo Satellite Building (landside)

Integrated facility with total built up area of 11,983 Sq. m in 3floors

Consisting of office spaces, cargo storage/ warehousing facilities, it provides an enabling workplace for Airlines, Regulatory Agencies, service providers and cargo agents

Business Centre with required business support facilities

4 Free Trade Zone

To foster & boost exports GHIAL has established India’s first Airport based multiproduct 250 acres SEZ. A dedicated 20 acre FTZ is established within SEZ making it one of its kind in India and positioning it uniquely to bring down transportation costs and turn-around time for movement of goods

Facilitates re-export, re-invoice, re-sale & International trading of goods without any restriction

Ability to construct customized warehouses as per client specifications & requirements within highly secured ecosystem

3.8 Airport Inventory Listing

A detailed study to assess the current level of RGIA, including infrastructure inventory along with assessment of respective infrastructure needs. Summary inventory listing was prepared for each respective facility, based on site inspections, operational staff interaction & documentary updates available. This inventory listing contains all the airport contact details along with airside & landside facility detail. RGIA Airside is mainly comprised of:

The runway and taxiway system including adjacent restricted areas.

Aircraft Aprons designated for passenger aircraft, cargo and aircraft maintenance.

Visual aids on runway, taxiways and aprons to secure that aircraft can operate safely on a 24 hours basis.

Navigational aids to secure the safe operations of aircraft when approaching, landing or taking off from the airport.


of 101

Equipment for collection of surface meteorological data to serve air traffic controllers, local meteorological services and forecasts

Air traffic control systems such as radio communication equipment and radar systems

Fuel Hydrant System

Fences and gates, drainage, water harvesting, a fire drill facility, crash, fire and rescue (CFR) vehicles and other equipment related to the airside.

The landside at RGIA comprise majorly of the following

Passenger Terminal Complex

Integrated Cargo terminal complex with Cargo satellite Building & Blue Dart Express terminal

Passenger parking area

Main access ways

Airport Office building

Solar Farm

Passenger Transport Center

Special Handling terminal

Airport Hotel

Airport City (under development)

Aviation SEZ & MRO

Power Substations

Fuel Farm

Flight catering

Decathlon Social infrastructure such as schools & accommodation centers The following table provides the detailed inventory update based on existing status of availability within the RGIA complex Table 3-IV: Details of existing Facilities at RGIA


of 101

S.No HEADS Sub Heads Details

1 General Details

Physical Address: RGIA, Shamshabad, RR Dist., Telangana (500409), India

Official Name: Rajiv Gandhi International Airport

Airport Code: HYD/VOHS

Ownership/Operator: GMR Hyderabad International Airport limited

Latitude / Longitude: 17◦ 14′ 26″ N 078◦ 25′ 44″ E

ARP Elevation 601M, 1972 AMSL

Airport Website URL www.hyderabad.aero.com

Distance from Hyderabad CBD:

30Km

Airport Acreage A total of 5495 acres comprises the Airport property, making it the one of the largest airport in landmass in India

2 Aerodrome Technical details

ILS Category ILS Cat I

Elevation/reference Temperature

617 m AMSL/39 deg Celsius

Aerodrome Reference Code 4F

Aerodrome Traffic Density Medium

Rescue Fire Fighting Category

CAT-9 upgradable to CAT-10 with 1 hour prior notice

Isolation Bay Remote stand 100

Ground Lighting Facility

MAIN RUNWAY :09R/27L Precision Approach Runway Category – 1 for 09R/27L SECONDARY RUNWAY :09L/27R --VFR approach lighting system with PAPI for 09L and 27R --Taxiway edge and centerline lights, Apron flood Lighting System

Communication And Navigation Aids

ILS CAT-I for both runways 09R and 27L, ASR, MSSR, DVOR/DME, ASMGCS, VHF communication, ATIS, VDGS for docking guidance

3 Runway

Description

RGIA has Main runway which is code F compliant, 4260 meter long & 60m wide 09R-27L & a new Secondary runway is 3707 meters long and is 45 meter wide and is certified for operations by Code-E aircraft. Code E includes aircraft such as the A340 and B747, and is defined by wingspan between 52m & less than 65m, and the outer main gear wheel span between 9m up to but not including 14m This Secondary RWY is dependent RWY (operating with restrictions), and available only for day operations in visual flight rules. The main purpose of opening the secondary runway was to prevent disruptions in flight operations during scheduled maintenance. Every Tuesday between 1330-1530 hrs. local the main runway (09R/27L) is closed for maintenance work. Construction : The Main runway cross section consists of prepared sub-grade of 95% modified MDD of CBR 12%, selected fill of CBR 12% to 98% MMDD, granular sub base (GSB), fine crushed rock (FCR), wearing course consisting of DBM and BC. The finished surface of the runway has a constant cross slope of 1.5% on the carriageway and a longitudinal slope the runway of not more than 1.4%.

Numbers Two, Main : 09R-27L & Secondary: 09L-27R

DETAILS Main runway : Designated as 09R-27L Secondary Runway : 09L-27R for day VFR operations

http://www.hyderabad.aero.com/


of 101

Runway Surface Types Asphalt (First 150m of both end Rigid)

Orientation Both runway -09/27

Geometry Main Runway : 4260m x 60m Secondary Runway : 3707m x 45m

Category Main Runway : Code-F Secondary Runway : Code –E

Declared distances

Main Runway : 09R/27L - TORA - 4260, TODA - 4260, ASDA - 4260, LDA - 4260 m Secondary Runway : 09L - TORA - 3707, TODA - 3707, ASDA - 3707, LDA - 3707 m

27R - TORA - 3707, TODA - 3707, ASDA - 3707, LDA - 3707 m

Displaced Threshold 09L- Displacement of 310m, 27R - Displacement of 343m

Runway End Safety Area (RESA)

09R/27L - RESA - 285*150m, 09L - RESA 283M * 90M, 27R - RESA 250M*90M

Runway Marking Designator, Threshold, Touchdown, Aiming Point, Center Line, Side strip Markings

PAPI/VASI_ WRT respective ends

Rwy 09R/27L - PAPI Left 3◦

Runway Strip Dimension RWY 09R/27L: 4380m x 300m / RWY 09L/27R: 3827m x 150m

Runway operations Rwy 09R/27L - Precision Approach Category 1, 09L/27R - Non-Instrument Day VFR Operations

Obstacle Limitation Surfaces (OLS)

Obstacle free zone existing for runway 09R and 27L- 09L/27R - N/A

ILS Main Runway : Precision Approach Category 1Secondary Runway : Non-Instrument Day VFR Operations

Pavement design Asphalt

Pavement type Asphalt

Runway Entry & Exits RET - A6,A7 and A8,A9,A10 Exit Twys for Rwy 27L and RET - A5 and A4 and A3,A2,A1 for Rwy 09R

4 Taxiways

Taxiway System N/A

Taxiway Orientation North of Main Rwy

Taxiway Geometry Linear/Angular

Taxiway Types Flexible/(Asphalt)


of 101

Parallel taxiway system N/A

Apron taxiways Available

Holding Bays N/A

Apron Taxiway length & width

E-1130M/25M Width, K-365M/25M, K1-365M/18.6M, K2 - 646M/18M, K3-586/18M, M-596/18M

Cross Taxiway N/A

Pavement design 77/F/B/W/T

Pavement type Flexible

Taxiway Marking Provided

5 Visual and Navigational Aids (NAVAIDS)

Runway and Taxiway Lighting

Cat-1 Approach Lightning System for 09R/27L

Runway End Identifier Light (REIL) systems

RETIL's provided for 4 RET's

Airport Windsocks and Airport Beacons

3 Two on either side of rwy 27L and one on the North of Rwy 09R

Automated Weather Reporting Equipment

Provided

Visual Approach Slope Indicators (VASI) and Precision Approach Slope Indicators(PAPI)

PAPI for both the Runways

Approach Lighting Systems Cat- 1 Approach Lighting system for Rwy 09R/27L

Instrument Approach Capabilities

Cat -1

Automatic Terminal Information Service (ATIS)

Provided

ASR & MSSR Provided

Advanced Surface Movement Guidance and Control System/ Ground Control

Provided

VOR/DME Provided

Docking guidance/ VDGS 25 stands (out of 42 stands) provided with VDGS

Stop bars or runway guard lights

Rwy Guard Lights are provided on all Rwy Entry Points

Apron lighting Provided

Cabling and intensity control Provided

Obstacle lighting Provided

Signage’s Provided as per Requisite standards

6 Aircraft Parking Apron

Numbers of Passenger Stands

42 Passenger stands

Number of Cargo Stands 2 Code “F” or 3 Code “D” or 4 Code “C”

Stands classification Passenger terminal Apron and Cargo Apron

Pavement Specification Rigid


of 101

Stand clasification as per Code Type

7 Airside Facilities

Fuel Hydrant system

11 km of 18” dia piping with 3 layer polyethylene coating and lining.

58 fuel pit valves.

14 drains and 14 vents.

Entire piping pressure tested with JETAI fuel

Pressure maintained at @ 19 bar for 24 hrs.

Airside/landside boundary wall

11 km airside/landside boundary wall, Airside boundary of 9 km boundary wall to BCAS spec


of 101

8 ARFF

ARFF Facility Available

Storage Water - 50000 liters, AFFF - 6000 liters, DCP - 2000 kg

List Of ARFF vehicles/Equipment’s

Fire tender – 6, with additional 1 Mini Tender

9 Automobile & equipment parking

Ground Power FEGP provided at 18 Stands for the main apron and provided for Code F and Code C Stands at Cargo Apron

10 Passenger Terminal Complex

General Description

The Existing terminal has the capability to handle 12 million passengers per annum & at its maximum size it can handle up to 20-25million Passengers per annum. The passenger terminal is essentially a linear concept with central processing and piers at either end. There are a total of 42 aircraft parking positions consisting of 12 contact gates and 30 remote parking positionsThe central building is 96 m long and 157 m deep.

Terminal Space

T Shaped Building having 8 levels and 2 piers -The distance between the pier ends is 410 m and the pier width is 39 m. The terminal complex measures 1,17,339 square Meter or 1.25 Million square feet. The complex includes the domestic and international terminals building and Domestic & international Piers. Within these Piers, there are a total of 20 gates comprised of 14 domestic and 6 international gates. The Airport is designed barrier free for the conveniences of passengers with disabilities.

Passengers per year: Currently at 12MPPA Peak Hour Passenger Capacity: 3200

Terminal Levels 2 level with 8 floors

Passenger Process

Process segregated by Level Level C- Bus lounges Level E – Arrivals Level D – Baggage reclaim area Level F- Departures

Airport Forecourt

For the first time in the country an "Airport village" was created between the terminal building and the public land side at level D. This consists of a shopping arcade with a wide variety of stalls and food courts to serve as a place for people to "meet and greet." With total extent of 2,500m² 'Airport Village' is a spacious covered area complete with shopping, kiosks and stalls where 'meters and greeters' can interact with passengers

Security systems

RGIA Terminal Security systems are basically for following categories: • Passenger hand baggage • Hold baggage • Staff and goods delivery

The Pier 410 m

Gates (contact & Remote Gates)

20 Nos. (12 contact & 8 Bus Gate)

Passenger Aircraft Stands 42,( 12 contact & 30 remote stands)

Passenger Boarding Bridges/ Aerobridges

12 Aerobridges

Remote Gates 10 Busgates

Remote stands 30 Stands


of 101

Airport Medical Center Facility

The Licensee for Airport medical Centre facility is Apollo Hospital enterprise Ltd. This Medical centre has an Area of Approximately 305 Sq.m in Level B of the basement and approx. 6 Sq.m for first aid booths at Level D, E and F of in the Passenger Terminal Building of the Airport.Medical Center Facility Features are as follows:i.

Full-fledged Medical Center housing minimum 17 beds;

Triage / Isolation room;

First – Aid, procedure and emergency rooms;

Radiological (X-ray) facility, Ultrasound facility

Observation and recovery rooms for patients

In-house laboratory facility;

ECG Machines;

Automated external defibrillators;

Facilities to handle acute medical emergencies like strokes, heart problems, asthma, delivery, fractures etc.;

Dental and surgery facility with full-fledged dental services;

Advanced life saving ambulances 4 No’s (2 Airside, 2 Landside) + 2 (owned by GHIAL);

First aid counters at Level D, E and F.Services provided are:

First – Aid, Emergency and Routine primary care;

Disaster Management services 24/7/365 days;

Aviation Medicine consultancy services;iv. Medical examinations, preflight tests (Pilots and Airline crew members); The medical centre has Accreditation with International Hospitals/Associations which enabling International Passengers to avail Insurance/Claims

Air-conditioning system

There exists a central air-conditioning system for the terminal building which consists of adequate number of water cooled centrifugal chilling units, primary and secondary chilled water pumps, condensing water pumps and air handling units

Electrical services

Electrical power for the passenger terminal is being provided via the airport's 11kV distribution system and converted to the consumer voltage 415/240V in transformer substations placed near the load centres in the terminal building and piers


of 101

IT systems

The information systems in the Terminal building comprise among others:

Telephones for staff, airlines and passengers (credit card phone boots)

Public Address for announcements including flight information, standard airport fixed messages, emergency messages, temporary and ad-hoc messages etc. in passenger areas inside the terminal building and outside the main entrance of the Terminal building

CCTV used for security monitoring and surveillance purposes. Coverage shall include access doors, security areas and the apron area not visible from the ATC tower

Flight Information Display System (FIDS) shall guide passengers to the correct check-in and boarding positions and automatically display flight status information to passengers through the use of state-of-the-art display technology like plasma displays and liquid crystal displays (LCD)

Common Use Terminal Equipment (CUTE) shall be provided at Check-in, departure gates and Transfer desks, equipped with facilities enabling reliable, fast and easy check-in, boarding and transfer. The cute workplaces shall be multi-user desks interfacing to the airline legacy systems

Security (access control) and computer services related to the day-to-day operation

11 Other buildings

ATC tower (Air Traffic Control)

Tower Height : 75m, Total Floors Area : 3,500sqm

Special Handling Terminal Special Handling Terminalis a standalone Facility with parking near to ATC catering to Airport’s Haj Operations , Built-up Area : 2600sqm ,Capacity : 417 Peak Haj Passenger Load

Cargo Terminal Area : 14,330 Sqm

Cargo Satellite building Area : 10777 Sq.m

CFR station (Crash, Fire and Rescue)

RGIA has two fire stations viz. a Main Fire Station and a Satellite Fire Station. The Main Fire Station is a two floor building with 5-appliance bays for housing the fire vehicles and has direct access to taxiways and runway. The station is equipped with operational section, training room, store, admin section, conference room. The Satellite Fire Station is a single floor building with 2-appliance bays for housing the fire vehicles and has direct access to taxiways and runway. The other facilities like locker room, Crew resting room, Office room and store room are also available at Satellite Fire Station.

AIRSIDE FUEL STATION Area: 1 Acre

GMR Office Complex G+5 Storied building, Built-up area = 18,950 Sq.M G+1 Storied Building, 5 Nos = 10,000Sqm Other Utility Building = 2000Sq.M

Airside Equipment Shed Area :954 Sq.m


of 101

Catering facilities

Two exiting Caterers LSG & SKY CHEF, who been allotted a land of 2.5 Acres each Each of of them has a capacity to cater 30,000 meals/day. This is capacity is enough for the next 10-15 yrs.;

GMR MRO Plot Area: 29 acres Apron : 13.05 Acres Built-up : 42,000sqft

NACIL MRO The size of the Hangar is about 100 metres x 90 metres x 24 metres (height). The new Hangar is capable of accommodating two A320 family aircraft simultaneously or one B777/B747 aircraft.

Blue Dart Terminal I Operational Area: 1479 sqm Offices & other Amenity & utility Spaces: 433Sqm Total Terminal area : 1912 Sqm

Compost Plant Capacity-3 tons/Day Built Up area – 516 Sq.m

Passenger Transport Center Built-up: 2000sqm Room : 2 Dormitories, (AC/Non AC) & 7 Rooms

DG YARD Building Building Yard: 1200sqm

Engineering Building Two Block, Area : 3000sqm

Main Power Substation Plot Area: 5 Acres Built-up : 500sqm

Compost Plant Capacity-3 tons/Day Built Up area – 516 Sq.m

Ground handling workshop 3 Building , with total Area of about 2560 sqm

Decathlon Store Plot area : 2 acres Built-up: 2050sqm

CFM Training Built-up : 800sqm

Indian Rotorcraft Limited (IRL)

Built-up : 10,000sqm

Novatel HOTEL Rooms: 308Plot Area : 5 Acres Built-up: 40,075sqm

BPCL Petrol Bunk Area : 0.6 Acres Built-up : 30sqm

12 Parking

General Parking areas inside the traffic loop – 2 lakh sq.m

Passenger Car Parking Total Passenger Parking -56 Bays with3000 Parking slots

Taxi Parking Main PTB Parking : 30 -60Slots PTC - 300 queuing Slots

Bus Parking PTC - 6 Bays PTB : 3 Bays

VIP Parking Guest/Government Parking : 6 bays with 240 Parking slots

Long term Parking 100 Parking Slots (PTB)

Staff Parking 150 Parking Slots (PTB)

13 FUEL FARM

Operator The RIL, operates and maintains the farm, as well as provide 'into-aircraft' services

Storage consisting of three huge storage tanks with an initial capacity of 13,500Kl of Aviation Turbine Fuel (ATF) and

Tanks & Tank Capacity 3 No’s, 4500Kl each


of 101

Supply system

supply of fuel to the aircrafts through hydrant as well as fuel bowser in the airport premises The storage tanks are connected to the apron through underground pipelines forming the hydrant system

Access Open access model' fuel farm

Area 10 acres (office buildup: 1200sqm)

14 Road & Transport System

Air side Road Airside entry Gate: 3 No’s SERVICE Roads : 10.5 Carriageway , Length : 5 Km Periphery Surveillance Road : 4m Carriageway : 12km

Landside MAR : Length 8.425km, ROW-30m, 18m carriageway with 3m median Sector Road : ROW- 30m, 15m carriageway (proposed)

Road Lighting LED Lighting

MMTS

Details of Proposed MMTS Station at RGIA are listed below

Area along Periphery abutting Gollapalli Village

Platform : Dual Platform @ 300m long

METRO It is envisaged that the Metro link to airport will originate from Falaknuma, trucking along Srisailam Highway to enter Airport from East.

15 Landscaping

Landside plantation/Green Cover

318 acres

Airside Grass/Green Cover 1281 Acres

Landside undeveloped Open area

3532 Acres

16 Airport System

Power Utilities

The power requirement of 15.7 MVA is being sourced from

TSTRANSCO. In addition six DG sets of 2 MVA capacities each have

been installed as standby arrangement during power interruption.

The detailed inventory of existing DG sets are listed below 1. AIRPORT

1 Mobile DG (320 KVA) – 3nos

2 Mobile DG set (6 KVA) – 2nos

3 DG Yard 2 MVA DG’s – 6Nos

2. PSOB & NOB

1 DG SET 2Nos - NOB(770 KVA)

2 DG SET 1 Nos - PSOB (320 KVA)

3 DG SET 2Nos - PSOB (125 KVA)

Water Utilities

The water requirement of 0.7mld for the airport operations is being

supplied by HMWS&SB.

Underground tanks to meet the water requirement of the airport

have been constructed.

External Sewage System

This involved collecting the sewage from various building clusters of the airport and transporting them to STPs. Basically, this is a closed system with 100% utilization of treated water from STP, which is being used for flushing, cooling towers make up and irrigation. Two Sewage Treatment Plant (STP) of 925 KL capacity to treat the wastewater is existing

Fire Fighting System The firefighting system with water as medium extended to all ancillary buildings and the aprons consisting of the following:


of 101

Electrical Systems Electrical systems at RGIA includes Airfield Ground Lighting System, HT Power Distribution and LT Electrical Distribution

CNS, Ground Handling and Cargo Handling Equipment

Communication, Navigation and Surveillance (CNS) system is designed to meet the requirement of future expansion. ILS (Cat 1) on both ends of the runway and Precision Approach Cat 1 Lighting System on both sides of the Runway are installed. Required facilities for Ground Handling and Cargo Handling are also provided.

17 Drainage & Rainwater Harvesting

Airside

The storm water at Airside of Airport is collected through a series of drain constructed parallel to runway, Taxiway & aprons. These constructed drains lead the storm water collected into a collection tank of 135,000 M3 Holding capacities. Storm water then flows into oil water separator (capacity – 10,000M3) for removal of oil & grease from Storm water collected. Storm water free from oil and grease will flow into retention tank of 35,000 M3 Capacity. A pumping station with 4 x 100Hp motors located in the western end of the Airport will pump the storm water from western end to eastern end of Airport through a dedicated pipe line of 600mm Diameter. Waster harvesting structures are constructed in an area of 40 acres where the storm water pumped is allowed to infiltrate. 50 numbers of bore well in 5 clusters has been constructed for the same.

The Support Infrastructure of RGIA provides the airport with the capability to support unconstrained aviation operations beyond typical Operating characteristics of Indian airports. The entire current asset base at RGIA Airside & Landside aviation facility has been developed & maintained to confirm to best of benchmark standards which enable the airport to provide with best of service conditions to passengers, its concessioners & service providers. 3.9 Details of Proposed Expansion Facilities at the Airport Terminal

In addition to the above mentioned existing facilities, to cater to growing traffic it is now proposed to expand the existing

terminal and Airside facilities along with associated facilities to enhance the passenger handling capacity form current

25MPPA to 50 MPPA. The cost of additional facilities at the existing airport terminal is estimated as Rs. 8500 Crores.

The proposed amendments to the airport facility are given in Table 3-V.

Table 3-V: Proposed Amendments to the Existing Airport Facilities

S. No. Facilities Approved Facilities For 25MPPA Proposed Additional facilities For

50MPPA

1 No. of Runway 4260m Runway (09/27) & 3700m Secondary Runway (09/27)

New 4260m Runway(10/28)

2 No. of Taxiways 4 no. rapid exit ways 4 Rapid exist for Existing Runway 4 New rapid exit for New Runway (10/28)

3 Other Taxi Ways

Taxiway B: 4260 m, Taxiway link to SEZ: Linking secondary runway (Taxiway-A has been upgraded to secondary standby runway) to IRL Plot.

Parallel Taxiway to : 4260 m Multiple Link Taxiways Elevated Cross Taxiway : 1000m Dual Code E Taxiways

4 Contact Stands: 43 nos Contact Stands: 20 nos


of 101

Parking Apron (Passenger + Cargo Stands)

Remote: 73 nos Remote: 24 nos

5 Other Aisride Facility - GSE tunnel - 3 Nos of 300m Long ARFF Station - 2 Nos of 5000sqm each Remote GSE Parking - 20,000sqm

6

Passenger Terminal Building

Built Up area Terminal 1 : 350589 m2 T-1 Expansion : 84,000sqm New T-2 : 120,000Sqm

Aerobridges 43 nos 30 Nos

Expansion of domestic bus gates

30nos 25 nos

7 Passenger Transport Centre (PTC)

Capacity to be doubled - Total builtup area of 2040 m2

PTC Expansion - 1,960Sqm

8 Special Handing Terminal (SHT)

2592 m2 (72 m x 36 m) - building relocated to New location No Change

9 CARGO Terminal Building

3.0LTPA Expansion from 3.0 LTPA to 5.75 LTPA

Cargo Terminal - 44,740 m2 (14740m2 Existing) total builtup area to cater 3.0 LTPA capacity

5.75LTPA 69,200 Sqm

10 Cargo Satellite Building 3735.9 m2 (188.9 m x 20 m) 10,000Sqm

11 Fuel Facility 5 tanks in fuel farm with hydrant facility (3 existing Tanks of 4500 KL + 2 tanks of 6200 KL each) 6 Nos of 6200Kl

12 Storage Warehouses 6 nos. of warehouse each of 5000 m2.

15 Nos of 10,000Sqm & 5 Nos of 20,000Sqm Warehouse

13 Parking 3200 Parking bays MLCP - 1,60,000sqm for 6500 Car Parking

14 Rain water harvesting

R-1: 135000 m3 holding capacity R-2: 6 lakh m3 holding capacity reservoir R-6&7: 3 lakh m3 holding capacity reservoir

R3: 135000 m3 holding capacity (northern Airside)

15 Road Airport Main access Road - 4 Lane

Airport Main access Road upgraded to 8 Lane Road With elevated Approaches to T-1 & T-2 14 km of 4 Lane sector Road to divert Airport City & Cargo side traffic away from Airport Main access Road

16 Tranport Hub None

New Transport Hub of 100,000Sqm will have elevated passenger Transportation network (more than 800m long) linking Metro station, PTC, T-1 & T-2 with provision of Passenger Check-in, Baggage handling, Convenience & amenities along with Commercial Spaces


of 101

17 VVIP terminal None 10,000Sqm

18 Other Support Facilities

Maintenance work shop and stores

Additional Maintenance work shop and stores AEMB expansion - 6000Sqm Maintenance workshop - 4000Sqm

CFR Station and ATC Control Tower New North airside CFR Station and ATC Radar Control Station of 10,000sqm

19 Solar Farm 10 MVA 30 MVA Roof top Solar

20 Compost Plant

Capacity-6 tons/Day,Built Up area – 1032 Sq.m

Additional Capacity-10 tons/Day , Built Up area – 2000 Sq.m

21 DG YARD 6 Nos of 2 MVA (12 MVA Capacity) 7 Nos of 2 MVA (14 MVA Capacity)

The location of the each proposed expansion Zone & facilities at the existing airport complex is shown in Figure-2.3.

Figure 3-2: Airport 50MPPA Expansion Plan (numbering flows Table 3-V)

3.10 Options for Capacity Enhancement

Our assessment of capacity requirement based on traffic growth projections necessitates expansion. The existing Passenger

Terminal at RGIA is modular in nature and has been initially designed to be a facility to be spread over 8 levels. Any expansion

considered has to factor in existing structural layout and design possibilities along with its constraints. Owing to the technical

constraints, it is not technically feasible to incorporate any new design at this stage and hence to meet the projected traffic

growth, the only available option is to modularly expand the existing terminal, add new facilities and Airside infrastructure in

line with the Airport master plan.

3.11 Project Components

From the analysis of requirements for expansion, five major project components have been identified. The terms of reference

for the design are as follows:


of 101

Entire expansion work will be taken up in two phase taking into account minimization of the passenger inconvenience

and optimizing the capex

The Phase-1C expansion for 40MPPA work will commence immediately along side the 2025MPPA expansion by early 2020

and is expected to be completed by 2022.

On completion of proposed expansion works of Phase-1C the Passenger Terminal Building (T-1) would have a capacity to

handle around 40MPPA.

Phase 2A expansion for 50MPPA work will start around Fy2025 & expected to completed by FY2029

On completion of proposed Expansion work of Phase 2C, the airport will have the second runway & a new terminal (T-2)

with a handling capacity of 10MPPA

Expansion of Airside work to have two major components namely Expansion of existing Southern Airside expansion &

development of New Northern Airside

Table 3-VI: Major Airside Expansion works

Airside Facilities being added

Phase 25MPPA 40MPPA 50MPPA

Details Rigid (Sqm)

Flexible (Sqm)

Details Rigid (Sqm)

Flexible (Sqm)

Details Rigid (Sqm)

Flexible (Sqm)

Apron Stands 38 Nos 102600 34Nos 91800 46Nos 151200

Taxiway/Taxilane 2500m 115000 2000m 92000 2500m 115000

Parallel Taxiway /Taxilane 2350m 108100 1910m 87860 4260m 195960

RETS 4Nos 101200 4nos 101200

Service Road 1500m 18000 1500m 18000 18500m 241200

GSE Tunnels 300m 4500 300m 4500 300m 4500

Runway 10/28 4260m 48000 311400

Dual Cross Taxiway (Elevated)

Dual Code E, 800m

14400 40800

Total 1,07,100

2,41,100

96,300

2,99,060

2,18,100

10,05,560

The following facilities are proposed under expansion works for Terminal & landside commensurate to Phase-1c & Phase-

2A

S.No Airport Facilities 25MPPA 40MPPA 50MPPA

1

Passenger Terminal Building

Built Up area Terminal 1 : 350589 m2 T-1 Expansion : 84,000sqm New T-2 : 120,000Sqm

Aerobridges 43 nos 10Nos 20 Nos

Expansion of domestic bus gates

30nos 15 nos 10Nos

2 Passenger Transport Centre (PTC)

Capacity to be doubled - Total builtup area of 2040 m2 PTC Expansion by 1050Sqm PTC Expansion by 1050Sqm

3 Special Handing Terminal (SHT)

2592m2(72 m x 36 m) - building relocated to New location

No Change No Change

4 CARGO Terminal Building

3.0LTPA Expansion 4.0 LTPA Expansion 6.0 LTPA

Cargo Terminal - 44,740 m2 (14740m2 Existing) total builtup area to cater 3.0 LTPA capacity

4.0LTPA 5.75LTPA

30,000Sqm 40,000Sqm

5 Cargo Satellite Building 3735.9 m2 (188.9 m x 20 m) 10,000Sqm 15,000Sqm


of 101

6 Fuel Facility 5 tanks in fuel farm with hydrant facility (3 existing Tanks of 4500 KL + 2 tanks of 6200 KL each)

2 Nos of 6200Kl New 3 Nos of 6200Kl New

7 Storage Warehouses 6 nos. of warehouse each of 5000 m2.



8 Parking 3200 Parking bays MLCP - 112,000sqm for 3500 Car Parking

MLCP - 96,000sqm for 3000 Car Parking

9 Rain water harvesting

R-1: 135000 m3 holding capacity

No Change

R3: 135000 m3 holding capacity (northern Airside)

R-2: 6 lakh m3 holding capacity reservoir

R-6&7: 3 lakh m3 holding capacity reservoir

10 Road Airport Main access Road - 4 Lane

Airport Main access Road upgraded to 8 Lane Road With elevated Approaches to T-1

Airport Main access Road upgraded With 2 lane service on either side with road elevated Approaches to T-2

14 km of 4 Lane sector Road to divert Airport City & Cargo side traffic away from Airport Main access Road

Service road for 14 km stretch of sector Road that will divert Airport City & Cargo side traffic away from Airport Main access Road

11 Transport Hub None

New Transport Hub of 50,000Sqm with elevated passenger Transportation network (400m long) linking Metro station, PTC & T-1 with provision of Passenger Check-in, Baggage handling, Convenience & amenities along with Commercial Spaces

Transport Hub expansion of 50,000Sqm with additional elevated passenger Transportation network (400m long) linking Metro station, PTC, T-1 & T-2 with provision of Passenger Check-in, Baggage handling, Convenience & amenities along with Commercial Spaces

12 VVIP terminal None 10,000Sqm None

13 Other Support Facilities

Maintenance work shop and stores

Additional Maintenance work shop and stores

Additional Maintenance work shop and stores

AEMB expansion - 4000Sqm AEMB expansion -6000Sqm

Maintenance workshop -3000Sqm

Maintenance workshop - 5000Sqm

CFR Station and ATC Control Tower

ATC Radar Control Station of 10,000sqm

New North airside CFR Station and other associated airside support Infrastructure of 10,000sqm

14 Solar Farm 10 MVA 20 MVA Roof top Solar 10 MVA Roof top Solar

15 Compost Plant Capacity-6 tons/Day, Built Up area – 1032 Sq.m

Additional Capacity-6 tons/Day , Built Up area – 1200 Sq.m

Additional Capacity-4tons/Day , Built Up area – 800 Sq.m

16 DG YARD 6 Nos of 2 MVA (12 MVA Capacity) 3 Nos of 2 MVA (6 MVA Capacity)

4Nos of 2 MVA (8 MVA Capacity)


of 101

1. Existing Southern Precinct development

1.1 T-1 Expansion including :

I. Terminal Forecourt

Forecourt expansion across three level adding of 6075Sqm

Expansion of Airport Village by one two modules

Weather-proofing of Airport Village extended plates

Increasing the circulation space at Airport Village departure level by providing a cantilever slab on the south

side of ramp

Four additional lanes for up and down ramp including associated works

II. Terminal Main Building & Pier Expansion:

East-side & west side expansion to the tune of 83,681 sqm

III. East-side Passenger Terminal Expansion

Expansion of the Terminal by an area of around 39,666Sq. m, a sum total of all floor levels on the Eastern /

Domestic side (table below)

Addition of a check-in Island

Addition of Baggage carousel

IV. West-side Passenger Terminal Expansion

Expansion of the total built up area of Terminal by around 32,308Sq. m, a sum total of all floor levels on the

Western / International side (table below)

Addition of 2 check-in Islands

Addition of 4 Baggage carousels

PASSENGER TERMINAL BUILDING AREAS

Level

12 MPPA 25MPPA 40 MPPA

Existing Area (Sqm)

Total Floor Area

Forecourt (Sqm) West side

Extended plate (Sqm)

East side Extended

plate (Sqm)

West side Main

Building (Sqm)

East side Main

Building (Sqm)

West side Pier

(Sqm)

East side Pier

(Sqm)

Total Floor Area

B-Level 12,010 28,461 6,632 6,632

C-Level 27,909 89,664 2,025 8,748 6,142 6,061 22,976

D-Level 25,447 49,760 2,025 2,778 6,650 11,453

E-Level 24,476 83,708 2,025 3,136 7,500 7,643 20,304

F-Level 31,439 98,996 2,854 7,142 6,070 6,250 22,316

Total 1,21,281 3,50,589 83,681

Table 3-VII: This floor-wise space expansion details for pier are as below:


of 101

Level East Side (Area in

sq.m) West Side (Area

in sq.m) Space Utilisation for

FLB/RH 3531 4995 Fix link Bridge & Rotunda

Level C 0 6,632

Remote gates, provision for additional office spaces for ground handling agencies, airlines, terminal operations, handling HAJ pilgrims, Plant Rooms, etc.

Level D 8,086 14,890 arrival baggage claim provisions and associated facilities

Level E 2,025 9,428

Facilities for arrival passengers sequence viz. lounges, transit facilities, immigration, visa, health, customs etc

Level F 9,668 10,636 Passenger seating and provision of conveniences

Total Area 29,560 62,647

1.2 Terminal-2 Development

New terminal to cater to 10MPPA capacity with a total builtup of 120,000Sqm

Table 3-VIII: T-2 expansion details

PTB levels Gen. F&B, Others

Lounges, etc

Offices Store Aprons service

Tech. areas

Per. Total

CENTRAL BUILDING

Level B 7790 880 1120 3500 5850 19140

Level C 6950 5950 3700 16600

Level D 19830 3900 1620 845 26195

PIER

Level A 115 4600 4715

Level B 2950 1350 450 4750

Level C 2850 4158 7008

Level D 4750 160 2450 7360

SUM 45120 10890 1620 12273 115 4850 10900 85768

Technical installations area Level A 910 9350 280 10540

Outside circulation level D 5600

Airport Village 17992

Total 119900

Table 3-IX: Floor wise T-2 Expansion details excluding service & forecourt area

Level East Side (Area in Sq.m) West Side (Area in Sq.m)

Level B 6,472 12,979

Level C 8,471 19,229

Level D 5,462 15,375

Level E 2,427 6,919

Level F 5,082 15,201

Total T-2 27,914 69,703

Common facilities such as HVAC, BHS, Check-in counters, Security Screening, Toilets, PHE System, etc. shall be augmented

and/or provided as required. The facilities that would be provisioned at the new terminal will be as listed below and would

be designed to cater to peak departure of 3000Pax

Table 3-X: Planned Facilities detail for T-2


of 101

Process Unit Existing (10MPPA)

Terminal Frontage Length m. 210

Check-in counters Nos. 14

Baggage Drop Nos 25

Kiosk Nos. 8

Security X-Ray (ATR) lanes Nos. 8

Frisking Counters Nos. 24

Emigration Counters Nos. 15

Immigration Counters Nos. 15

Baggage Claim Belts (90m) Nos. 4

Figure 3-3: Macro-level, the expansion impact on the existing Terminal

The drawings for each of the levels are provided in Annexure I .

The New Northern expansion on the north will have following impact on the overall development as illustrated below


of 101


of 101

4.0 SUSTAINABILITY OVERVIEW-RGIA

GMR Hyderabad International Airport Limited (GHIAL) consider Sustainable development which emphasize on environmental protection & green development as an integral part of our business and are committed to conducting our business in an environment-friendly and sustainable manner, in line with our Vision, Mission, Values and Beliefs and Corporate Policies. As part of this commitment, we have taken the following green initiatives:-

4.1 Greening the Airport:

RGIA is one of the prominent and widely landscaped areas within the topographical region with extensive green cover. As recognition of its positive impact among the airport users as well as on the Hyderabad city itself, RGIA has been conferred with the best landscape award at the ‘Garden festival’ for the fifth consecutive year in 2015 organised by the Dept. of Horticulture, Govt. of Telangana.

Also it is worth mentioning that approximately 169 tonnes of CO2 / annum has been calculated to be removed from the atmosphere by the extensive green cover provided at RGIA.

4.2 Energy conservation:

1. Energy conservation is one of the key initiatives being adopted at RGIA. In this regard, RGIA has achieved energy

saving of 3.397million kWh in the last five years from various energy conservation practices jointly implemented

with the cooperation of entire airport community. GHIAL has significantly reduced its carbon footprint by 5268 tonne

during the year 2014 over the base line year 2009 which amounts to 17% reduction.

2. Also RGIA has been conferred with “Certificate of Merit” by the government of India during the ‘National Energy

Conservation Awards-2011’ for its energy conservation initiatives and achievements.

3. GMR Hyderabad International Airport has received the Confederation of Indian Industries (CII) Award for “Excellent

Energy Efficient Unit” during the 15th National Award for Excellence in Energy Management 2014.


of 101

S No Energy Saving Project Year of Implementation Annual Savings Units in Lakhs

Annual Savings Rs. in Lakhs

1 Replaced 50W halogen lights with 4W LED Lights in VIP Lounges

2012-13 0.09 0.47

2 Chilled water balancing in PTB 2013-14 3.82 25.59 3 Chiller condenser descaling 2013-14 3.29 22.03 4 Cooling tower fills descaling 2013-14 0.87 5.86 5 Replacement of T8 with T5 lamps 2013-14 0.09 0.59 6 Replacement of Metal halide lights

with LED 2013-14 0.39 2.6

7 Signage Boards Lighting Modification 2014-15 0.56 3.95 8 Replacement of Metal halide lights

with LED in BMA area 2014-15 4.65 32.51

9 Replacement of Metal halide lights with LED DG yard

2014-15 0.05 0.38

10 Chiller Condenser Descaling in PTB 2014-15 3.33 2.32 11 Signage boards Optimization 2012-13 0.92 5.05

12 Lighting & HVAC optimization through BMS(Lighting & AHU time program)

2012-13 8.45 46.39

13 Lighting & HVAC optimization through BMS

2013-14 2.06 13.79

14 AHU Frequency & Running Hours Optimization in PTB

2014-15 3.97 27.74

15 Regulate the usage of Elevators for Energy Saving in NOB

2014-15 0.04 0.28

16 Conversion of CFL to LED in NOB 2014-15 0.09 0.66

17 Conversion of Halogen to LED in NOB 2014-15 0.14 0.98


of 101

18 AHU Switch off in NOB GF Reception area

2014-15 0.04 0.26

19 Chiller Timing optimization at NOB & PSOB

2014-15 0.71 4.98

20 Switched off Dep. ramp indirect flood lights

2014-15 0.09 0.62

21 Optimization of Chiller Operation in CSB

2014-15 0.82 5.71

22 Switch off 315KVA Transformer at KSA for saving No load losses

2014-15 0.06 0.39

Total Saving (No Investment Projects) 17.38 106.86

Over all Savings 34.53 224.13

Table 4-I: RGIA annual Energy Saving

4.3 GHG Management and Airport Carbon Accreditation

GHIAL has voluntarily enrolled in the Carbon accreditation programmed launched by the Airports Council International (ACI) worldwide. In this initiative GHIAL has directly achieved Level-2 (Reduction) accreditation in the year 2012 for the effective GHG management during the years 2010 and 2011. This was followed by Level-3 (Optimisation) accreditation in the year 2013. Significantly, Level-3 involves extended scope wherein the stakeholders (airlines, Ground Handling agencies, flight kitchens and other service providers) are also influenced for effective reduction in the GHG emission. With that achievement RGIA has become the 1st Airport in the country and 2nd airport in the Asia Pacific Region to be awarded with the level 3 accreditation. GHIAL reduced 5268 tonnes [5099 tonnes of GHG emissions + 169 t GHG sink] of its net GHG emissions in 2014 over base year 2009 i.e. 17%


of 101

4.4 Green Buildings

The Passenger Terminal Building (PTB) at RGIA has been created to provide a pleasant surprise to any visiting passengers with its unique aesthetic look, energy and water efficient design. The building offers natural lighting naturally cooled ambient air through HVAU and other special features to reduce fresh water usage and recycle waste water generated from the building. For this unique achievement GHIAL has been awarded with the ‘Leadership in Energy and Environmental Design’ (LEED) certification in the year 2008 by the US Green Building Council

RGIA Passenger Terminal building

4.5 Wastewater reuses & recycles

GHIAL has created an efficient Sewage Treatment Plant (STP) within the airport premises to treat the wastewater being generated at the airport. The treated wastewater is recycled for flushing and reused for irrigation of the extensive greenery within the airport. Also sludge generated from the STP is being used as manure for the plants in the airport. Further, the domestic wastewater generation itself (all airport buildings) has been reduced to 33 litres per passenger in 2014 from 37 litres per passenger in 2013. During the year 2014 a total of 670 KLD of wastewater has been recycled and reused.


of 101

Sewage Treatment Plant

4.6 Rainwater harvesting

GHIAL is harvesting rainwater in large scale within the premises of the airport with a built-up capacity of 0.185 million cubic metre. The rainwater net recharge at RGIA is estimated to be1.729 million cubic metre per annum. This rainwater recharge has effectively augmented ground water table in and around the airport.

During rainy season the surface water is used for domestic and flushing purposes after preliminary treatment. This practice is being carried out for 4-6 months every year on availability of surface water. Consequently, this effectively reduces the dependency of municipal water.

Rain Water Harvesting at Westside of the Airport


of 101

Recharge well

RGIA has recently initiated the development for development of water storage reservoir (r2), in a extend of about 80Acres,

to protect the Gollapally village from flooding as well as Conserving the storm water for facilitating sustainable

development. The project details are illustrated in below.

Technical Features : Annual water saving potential > 12.00 lakh

m3 Original proposal was to have a holding

capacity of 6.00 lakh m3 About 4.20 lakhs m3 capacity can be

achieved only due to formation of bund 100 m space left from the Gollapalli

boundary wall for MMTS Down streamside existing wells (1 and 2) are

not disturbed Physical features:

Water spread area : 67 acres Bund length :710 mts -750 mts Bund height :6.00 mts at the

centre Top width of bund :3mts Bottom width of bund :30 m appx


of 101

4.7 Solid waste Management

At RGIA there is a sophisticated solid waste management system to make very good use of the food waste generated from

the airport. GHIAL has established a compost plant within the airport premises where all the food waste generated from

various sources from the airport is processed and converted into compost which is used as natural manure to the plants of

the vast airport landscape within the airport. Further, the paper and plastic waste are handed over to authorized recyclers

for reprocess and reuse.


of 101

4.8 Online Continuous Environmental Quality Monitoring

Rajiv Gandhi International Airport is the first airport in the Country to commission an integrated online continuous environmental monitoring station to monitor and automatic recording of environmental parameters on 24 x 7 basis throughout the year.

.

4.9 Renewable Energy use - Solar Farm

RGIA has commissioned a 5 MW solar power plant for its captive consumption and plans to gradually scale the capacity up

to 30 MW over the next two-three years.

Located within the airport premises, the solar plant set up with an outlay of Rs 25 crore, has started generating around 25,000

units per day of pollution free energy and meeting the airport's peak power demand during day time. The green energy

produced by the plant is equivalent to meet requirement of about 4,800 homes.

The plant has been set up in about four months time will cater to about 30 per cent of the airport’s terminal power

requirement. RGIA in next phase intents to ramped the capacity of the solar power project to 7 MW more and eventually to

30 MW, thereby meeting the entire requirement of the airport and its related establishments. The solar power plant has over

16,000 modules of solar panels, each having a fixed tilt for maximum sun exposure. These modules based on poly crystalline

technology are considered to be amongst most efficient. The Grid-connected system would be used for captive consumption

of the airport


of 101

FEATURES:

Capacity - 5 MW

Area - 21 acre

Average Daily power generation - Appx 2.2 MW

Date of commissioning - 8th Nov 2015

Technology : PolyCrystalline

Module : 310 Watts (19% Efficiency)

Internal grid interconnection at 33KV level

Theoretical expected generation units: 8 Mn. kWh per annum

4.10 GHIAL Community Service Activities

The Hyderabad airport has been a proactive organization in terms of its societal responsibilities, going much beyond the

obligated benefits for the surrounding communities. The community-service activities for GHIAL are fulfilled by a team of

social-work professionals who are part of the GMR Varalakshmi Foundation – the CSR arm of the GMR Group of companies.

The activities started in 2005, more than 3 years before the commencement of operations in 2008 and have grown ever since,

further reflecting airport’s commitment to the community stakeholders.The foundation works in surrounding villages with

the aim of strengthening village communities and their institutions through various participatory rural development

programmes and initiatives. The foundation conducts several vocational training programmes for the youths and women.

Some of the training programs are focused towards environmental conservation like making of jute bags and providing

training for landscaping and maintenance. The foundation also conducts awareness programmes on environmental

conservation for school children. As recognition for its significant contribution to the society, the foundation has been

conferred with the President’s award for social responsibility.

Vision - To make sustainable impact on the human development of under-served communities through initiatives in

education, health and livelihoods.

4.11 Mandate and Coverage

With this vision as the focus, intensive activities are taken in 5 villages, while various other extension services are spread in

more than 20 villages around the airport. The span of activities covers the most significant areas of education, health and

livelihoods, with need-based programmes being implemented in each programme.

Some of the major highlights are given below:


of 101

Education

As govt schools are often not only lacking in infrastructure but also leave a large gap in the learning levels of the

students in neighbouring govt schools. It has adopted 7 govt schools in the 4 neighbouring villages of the airport to

work towards improving quality of education. Year-long and regular activities include after-school tuitions, extra

teacher support, teacher training, providing teaching learning material, notebooks and any other means to aid

education. Total students covered are more than 2000.

To further enhance the learning levels, a tie-up has seen made with IBM to install their IBM Kidsmart Centres in the

4 adopted primary schools to provide technology aided and activity-based learning.

The gap in infrastructure in these schools has also been supplemented with provision of benches, school toilets,

drinking water facility, etc. Every year close to 2000 students are benefitted by these activities.

Adopted all govt anganwadis (pre-schools) in the neighbouring villages to work with smaller children and prepare

them better for schooling. Teaching-learning and educational support through workshops, infrastructure, snacks, etc.

Covers around 300 children every year

Built and running GMR Chinmaya Vidyalaya – an English medium CBSE school providing affordable education to all in

the vicinity. The school since its opening in 2008 has been attracting a large number of students and in 2012, the first

batch of 10th class board exam students had 100% results.

A ‘Gifted Children’ scheme runs in this GMR Chinmaya Vidyalaya for poor but meritorious students from neighbouring

villages. Such children are selected from the villages through a process and fully-sponsored to the school. Currently

91 students sponsored from Std 1st to 10th.

Community Libraries are being run at 5 villages Around 2500 users utilize the services of these libraries.

Education support activities would have impacted more than 12,000 students in the last 6 years and continues to do

more.

Health and Sanitation

Running a Mobile Medical Unit (MMU), esp catering to elderly (55+ age group) in the neighbouring villages. A qualified

doctor, pharmacist and social worker provided free medical advise and medicines in a weekly schedule to more than

500 beneficiaries every week. Covers people from around 20 villages and yearly treatments are around 30,000. From

2006, this service has provided more than 1.8 lakh treatments.

Weekly Evening Clinics in 5 villages for all age groups. Free doctor advise and medicines for all needy patients. Covers

around 700 patients every month.

A RO Water Filter plant installed at Airport Rehabilitation village for providing quality drinking water to the

inhabitants. Benefitting around 150-200 households daily.

Conducts health checkup for pre-school and primary school children, covering around 1200 to 1500 children every

year.

Supplementary Nutrition Centre for Pregnant and Lactating women in two villages. Provides daily food supplements

to cover deficiencies in calories, iron, folic acid, etc. Health awareness sessions are coupled with this. More than 1000

women benefited in the last 5 years as better nutrition and pre/post natal awareness has led to more than 90%

institutional deliveries, good immunization follow-up, average baby weight has been found to be around 3.0 kgs.

Several eye camps, general medical camps, cataract surgeries, aids for disabled etc. are organized every year.

Around 150,000 people benefitted in the last 7 years through the various health related activities.

Empowerment and Livelihoods

Running a residential vocational training centre for skilling school and college drop out youth through short-term, job

oriented courses. Courses conducted with industry partners like Voltas for Refrigeration and Air-conditioning,

Schneider for Electrician, Hero MotoCorp Dealers Association for Automobile, VLCC for Beautician, Volvo for

Excavator Operator, etc.


of 101

Trained close to 2800 candidates in the last 8 years, where jobs have been facilitated for over 80% of these trained

candidates.

Hyderabad airport being a Greenfield airport had lot of requirement of entry-level technicians and other staff at its

opening in 2008. Through tie-ups with different concessionaires, more than 800 candidates were placed in suitable

jobs at the airport. These not only included the trained electricians, AC technicians, computer operators, etc. but also

lot of raw people for jobs such as parking attendant, trolley pushing, housekeeping, etc.

To provide income-generation training for women at the village level, tailoring and stitching programmes have been

undertaken, post which some of them were provided specialized training for making jute products, uniform stitching,

bag making, chocolate making, etc. These initiatives are now clubbed under - EMPOWER (Enabling Marketing of

Products of Women Entrepreneurs) initiative, where not only the training part but also the marketing part is taken

care of.

The products are marketed through two shops at Hyd airport, one at Delhi airport, office sales, bulk orders for

conference and seminars and an online store also.

The turnover in the last financial year reached close to Rs 76 lakhs benefitting hundreds of women and artisans.

Others

o A ‘Grievance Redressal Mechanism’ has been created to record and address different types of requests and

complaints from the airport rehabilitation colony and other affected villages. The system records with date,

the nature of request and the action taken and any follow up needed.

o As there are more 11 different types of benefits being provided to the residents of the Airport Rehab colony,

a ‘digitized benefit map’ of the colony has been created which on a click of a button gives household-wise data

of the benefits being availed by each family in the colony.

CSR-Self-help initiative

Handy craft product showcase Group Chairman receiving TERI award from the President of India

4.12 Udyannam

RGIA, as part of promoting greening even beyond its campus, has a shop at the arrivals for selling plants, under the brand

name of Udyannam. These plants are reared at GHIAL nursery and marketed through this outlet, thus cultivating a culture of

‘green gifting’!!

Environmental Promotion: RGIA very actively promotes environmental awareness to the airport community and to the

passengers by observing various days like World Environment Day, World Forestry Day, Ozone Layer Protection Day, Earth

Day, etc., .


of 101

4.13 E-boarding @ RGI Airport, Hyderabad: Promoting Paperless Efficient Travel

RGIA is the 1st Airport in India to Pilot as well as successfully implement End-to-End, E-enabled Passenger Processing at all

Check Points!

Rajiv Gandhi International Airport (RGIA), Hyderabad has become the first airport in India to successfully initiate Pilot

implement of an end-to-end E-boarding process, as a pilot project, spanning 3-months duration starting from April 2015.

Ministry of Civil Aviation (MoCA) has selected RGIA to pilot this project. RGIA in collaboration with Jet Airways implemented

this process covering passengers flying on flights 9W 452 and 9W 2401. So far, more than 7000 passengers have used this

service from RGI Airport.

The E-boarding project at RGIA has been recognized by International Air Transport Association (IATA) as being aligned to their

“Fast Travel” vision and “Simplify the Business” initiative that allows for greater passenger choice through access to self-

service options.

The unique passenger workflow designed for the E-boarding pilot not only provides an enhanced passenger experience but

also ensures a high level of security. This automated process promises a better environment by going paperless; lesser manual

interface and convenient journey for passengers at RGIA – all these at no additional cost to the passengers. Further, RGIA has

gone the extra mile by ensuring that the E-Boarding facility implemented is an end-to-end process covering all key passenger

touch points at the airport without compromising on any security aspect.

From entry into the terminal, to boarding the aircraft, a passenger need to only use their e-boarding card. Movement through

this channels ensures that the passenger’s movements are tracked electronically (with timestamp) and through dedicated

HD CCTV cameras at each of these checkpoints. This enhances the security at the airport by adding an extra layer of

technologically advanced tracking to the existing security apparatus.

The process of e-boarding is seamless and integrated with the passengers’ name list from the airline. This also makes it very

easy to check whether the passenger is actually at the airport or not. Timings of the entry to the airport and the other touch

points are recorded, which help RGIA to continuously enhance its operational efficiency. Since the entry through E-boarding

is time bound and guided as per regulations, the E-Boarding Reader machine does not allow the passengers inside the

terminal before the stipulated time, thus reducing congestion inside the airport.

With E-boarding, the Airline & Aadhaar Databases is integrated using scanning devices at various touch points. This greatly

enhances the security levels and at the same time reduces the passenger processing time. Now, a passenger need to only

have a mobile e-boarding card and his Aadhaar number to gain entry into the airport. A unique feature of this process is

ability to also use the boarding card issued by CUSS machine or Check-in counters also. Further, there is a flexibility to follow

the traditional process of showing a photo-id in case Aadhaar number is not available.

Taking cue from Hyderabad Airport’s successful implementation of the pilot project, Mumbai, Bangalore and Delhi Airports

have also initiated E-boarding pilot using scanners and E-gates. Teams from Bangalore and Delhi Airport, recently, visited

Hyderabad Airport to witness E-boarding process and are known to have adopted several technical and process related

aspects in their E-boarding systems. All these initiatives are paving the way for a tech-savvy, paper-less future for Indian

aviation.


of 101

4.14 Wild life management

To address wildlife/Bird hazard mitigation measures from the flight safety point of view RGIA has adopted various scientific

approaches within its premises. The broad strategy is divided into reactive, preventive & proactive methodologies. Among

the reactive measures in-site deterrents like Acoustic & trained personal are being engaged to keep the bird & wild life from

the aircraft movement areas. The preventive measure includes continuous bird/wildlife patrols in the movement area by the

trained operation team with appropriate Expertise/ Equipment. The Proactive measure includes Regulated landscaping &

food cycle control for the predatory bird/wildlife. Further RGIA has employed a domain expert agency “Vanamitra” (NGO), to

conduct an all season study on the bird /wildlife deterrence covering 1 year , which has been completed in 2015. All wildlife

bird control measures are based on this scientific approach to ensure overall safe aircraft operation. We also work closely

with local government agencies to take care of bird/wildlife issues associated with the areas outside the airport boundary.


of 101

5.0 Site Analysis

5.1 Connectivity

Rajiv Gandhi International airport is serving the metropolis of Hyderabad located at Shamshabad, about 22 km south of

Hyderabad. The airport is about 40 km from Secunderabad railway station. 11.6 km PV Narasimha rao expressway from

Mehdipatnam to Rajendranagar provides dedicated high speed travel to the airport and Nehru outer ring road serves as a

controlled access highway.

Further, metro rail extension from Faluknama to Shamshabad and a dedicated train corridor from Secunderabad to airport are under planning. 5.2 Land form, Land use and Land ownership

5.2.1 Airport Land use

The two broad areas of refined land use designations are:

Airside –include mainly following facilities o Runway, Taxiway & Aprons etc. o Other facilities directly supporting aero activities

Landside o Airport Related Facilities (Passenger terminal, Cargo Terminal, Airport Hotel Etc.) o Fuel farm o ATC Tower and Technical Building o Airport Supporting Business Park/SEZ o Institutional Zone- Training Institutes, Schools etc. o Airport City which constitutes of Mixed Commercial Zone, health port, Eduport, Entertainments &Recreational

Port, etc. The airside is a highly restrictive contiguous secured land parcel which facilitates the Aircraft landing, takeoff & ground movements whereas landside has all the facilities which will cater to passenger & other commercial & business needs of associated with Airports. The following Tables gives the update on the current status of land utilization pattern. Table 4-II:: Statement on Existing Airside landuse

AIRSIDE LANDUSE Extents (Acres) Relative %

Total airside land 1,671 100%

Runway pavement 101 6.0%

Taxiway & apron pavement 214 12.8%

Passenger terminal plinth area 17 1.0%

Airside road (17 km of road) 32 1.9%

ARFF pavement & built area 3 0.2%

Area under other building & facilities (STP, sump, radar building, maintenance, etc.) 4 0.2%

Area under water harvesting facility 20 1.2%

Open area 1,281 76.7%

Note: Area mentioned refers to ground Cover of respective facilities/Building


of 101

Table 4-III: Statement on Existing Landside land use

LAND SIDE LAND USE Extent (Acres) Relative %

Total existing landside 3,821 100%

Car parking 59 3.5%

Road ways 184 11.0%

GMR office complex (site & aero towers) 3 0.2%

Cargo Village comprising of Cargo terminal, Blue Dart terminal & CSB 6 0.4%

ATC complex 1 0.1%

Built-up In Aviation SEZ (MRO, CFM, Etc.) 12 0.7%

Novatel Built-up 2 0.1%

Other Facilities & build-up (decathlon, LSG SKY CHEF, Engineering & other building, blue dart, etc.)

10 0.6%

Apron 13 0.8%

Open Area/Green Space 3,532 92.4%

Note: Area mentioned refers to ground Cover of respective facilities/Building

Figure 4-1: RGIA existing landuse map

5.2.2 Topography

The additional facilities at the airport terminal will be developed within the existing terminal area, which already has

uniform topography. Thus, no major changes in the topography are envisaged. The land is sloping from west end of the

airport land to the eastern end. The terrain around the proposed site is open, devoid of any high obstructions and safe for

aircraft operations. The general topography can be overcome for operational uses with adequate site preparation.

The topography of the land at proposed SEZ area has minor undulations. The topographic map, showing different contour

levels at the proposed Development zone area is illustrated in the below figure.


of 101

Figure: Topography Map with Airport master Grading plan


of 101

6.0 Proposed Utility Infrastructure

6.1 Water Requirement

The peak water demand of the existing 25 MPPA airport is 9027KLD (excluding aviation SEZ). Further, the water demand for

the proposed 25 MPPA to be 5305 KLD. The total water consumption for 50 MPPA to be 14332 KLD.

The break-up of the existing and proposed water requirement is given in Table 6-I:

Table 6-II: Water Requirement Breakup for RGIA

6.2 Power Requirement

The additional power requirement due to the proposed terminal expansion at the airport complex would be 12000 KWH. The

total power requirement for the additional proposed facilities will be met from the existing power supply of Telangana Power

Transmission Corporation Limited (TSTRANSCO) to the airport. The existing back up power supply available for the airport

will be extended for the expanded facility in the complex.

25 MPPA ( as per CFE) Proposed expansion

(25 MPPA)

Total for 50

MPPA

fresh

water

recycled

water

Washing 230 230 460 460 0

Cooling 900 900 1800 1136 664

Irrigation 3722 0 3722 3722 0

Domestic use -

Passengers (domestic

+flushing )

3500 3500 7000 2591 4409

Domestic use -

Employees ( here it

means domestic

+flushing ) @ 15000

each for 25MPPA + 25

MPPA

675 675 1350 432 918

14332 8341 5991

9027 5305 10610 14332

( Dom 10610, Irr-3722)

Note: In the proposed 25 MPPA the irrigation water use has not been considered since the existing allocation 3722 KLD can fulfill the entire green belt of the airport up to 50 MPPA. The drip irrigation system and less water use plant species could able to reduce the irrigation water consumption.


of 101

The existing power demand for airport operation of 16.4 MVA & and the demand envisaged for 25MPPA development is

4MVA building up the total demand for operation to 21MVA by Fy2021 which will being sourced from TSTRANSCO. With the

Completion of 40MPPA by Fy2023 & 50MPPA by FY 2029 the overall demand would touch around 32 MVA.

6.3 Utilities

There will be requirement to enhance the capacities of existing utilities for catering to the proposed expansion facilities at

the airport terminal. The upgradation of capacities would be commensurate to the additional demand & will be expanded in

a due course and will be extended to the expanded facilities also.

6.4 Economic Impact of GMR Airports - Hyderabad

Hyderabad Airport is contributing significantly to the overall economic and social growth of the Region. Some of the highlight

are listed below

RGIA’s operations contributed about USD 1.5 Bn to the national GDP in 2009-10.

RGIA’s construction contributed 122,000 jobs during the construction phase.

RGIA’s operations overall contributed 840,000 jobs (0.18 % of national employment) in 2009-10. As a ratio to State

employment this contribution was 2.5%.

(Source: Economic Impact Study of Hyderabad Rajiv Gandhi International Airport (RGIA), National Council of Applied

Economic Research Report, September 2012)

6.5 Employment Generation commensurate to expansion

Project construction is expected to generate more than 5000 direct employment and double the figure indirect employment

which will span across 4-5 years for each phases.

Operational of Enhance capacities will also generate additional direct employment generation which might be double the

existing level due to enhance operating environment due to the expansion at the airport terminal. Along with the same there

will be also substantial indirect employment generation due to the development higher traffic & expansion of activities

commercial & service activities which will have the potential to generate employment which would be 5-6 time the direct

employment numbers. So it is expected that the expansion will result having a tertiary support workforce in tune of about

10000. This includes indirect employment generation of about 4000 persons is envisaged for utility services along with other

5 to 6 thousand in commercial & support services.


of 101

7.0 Rehabilitation and Resettlement (R&R)

The present proposal is for expansion of the airport terminal from 25 MMPA to 50 MPPA and other airside facilities within the existing airport premises. No additional land acquisition is involved as part of the proposed expansion.

Hence, no resettlement and rehabilitation is involved.


of 101

8.0 Project Schedule and Cost Estimate

8.1 RGIA Expansion Schedule

The project will commence as soon as the environment clearance is obtained. The project will be carried out in following

phases.

Phase 1B - 12MPPA to 25MPPA: FY2018-FY2021 (Currently expansion under approved EC)

Phase 1 C - 25MPPA to 40MPPA: FY2020- FY2022

Phase 2A – 40MPPA to 50MPPA: FY2025-FY2028

Detailed information regarding project Scope, Schedule and Descriptions are highlighted in the Capter-3. The cost of overall

infrastructural capacity development is estimated, as Rs.8500 Crores, will be applied as per the needs of development

program.

8.2 Proposed Capital Expenditure

The estimated Capital expenditure for the proposed project is Rs 8500 Cr. The detailed of the cost Split across the different

phases are provided below.

Table 8-I: Expansion Phasing

Phasing Year Capacity Capex (in Cr)

CURRENT EXPANSION UNDER APPROVED EC

Phase 1B FY2018-FY2021 25MPPA 2629

EXPANSION FROM 25MPPA TO 50MPPA

Phase 1 C: FY2021- FY2023 40MPPA 3500

Phase 2A FY2026-FY2029 50MPPA 5000

Total 8500

Note: The above Capex estimates exclude Interest during Construction (IDC).

8.3 Basis of Costing

Capex estimates are based on Historical data, Current Market prices and Expert judgment. Unit rate for Items of work are

estimated based on present market prices and a consideration of 5.03% escalation as per CPI of Construction Industry

Development council (CIDC)

8.4 Procurement Strategy

The development works for the expansion of the Terminal and associated infrastructure would be undertaken by GHIAL. All

major contracts such as those for construction, purchase of equipment, finishing works etc. are proposed to be awarded on

a competitive bidding process.

8.5 Sources of Financing

The project is expected to be financed through a combination of internal accruals and Debt. . Debt to be in the range from

70-80% and balance to be through internal accruals


of 101

9.0 Analysis of Proposal

RGIA has outpaced the growth seen in the Indian Aviation Sector and is presently operating at over 83% of its

design capacity. RGIA Hyderabad has seen strong traffic growth. The Passenger Traffic has increased from 6.2

mn in FY 09 to 18.3 mn in FY18. Further, in FY 18 the traffic has grown to 18.3 mn showing a 20% year on year

growth. Even in the first quarter of current financial year Fy2019, the traffic has grown by 23% on year on year

basis. This strong growth has led to congestion of most passenger processing points.

The current capacity with interim improvement providing stretched capacities can only meet requirement for

next 1-2 years; beyond this time the service levels is expected to deteriorate. As the original design of the airport

is modular, the current expansion and all future expansions will follow the same concept for capacity

augmentation.

Post current proposed expansion, RGIA would have the capacity to handle 50MPPA from the current design

capacity of 25MPPA to meet projected traffic requirement upto FY2030. The required expansion must be

initiated immediately, in order to sustain the service levels.


of 101

2.0 Annexures

Annexure I: Proposed Expansion Design Layouts (ATTACHED)

T-1 40MPPA Terminal Design


of 101

T-2 10MPPA capacity Terminal Design


of 101


of 101

Annexure II: Picture Gallery of Some of the Congestion Points

Access Road to Passenger Terminal Building and Departure Ramp


of 101

Departure Forecourt Area

Passenger Entry Gates

Check In Area


of 101

Pre-Embarkation Security Check Area (International SHA and Domestic SHA)


of 101

Bus Boarding Area

Baggage Claim Area


of 101

Annexure –IV : Project Site

East Pier

West Pier

North Remote Apron - East


of 101

South West Apron Area

South Remote Apron - East


of 101

Remote Apron West


of 101

Cargo Apron

Cargo Apron Extension Area

Cargo Terminal Extension

Area


of 101

Widened Road

Ramp Expansion


of 101

Fuel Farm

Additional ATF Storage Tank’s Area

Widened Road

Project Pre-Feasibility Report for Airport Expansion ... · RGIA is implementing a phased airport...

Documents

Transcript of Project Pre-Feasibility Report for Airport Expansion ... · RGIA is implementing a phased airport...