PRE-FEASIBILITY REPORT
FOR THE EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF
CONSTRUCTION OF NEW INTEGRATED TERMINAL BUILDING AND
ALLIED FACILITIES AT GURAURA, AURANGABAD ZAGIR &
BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
PROJECT PROPNENT
AIRPORT AUTHORITY OF INDIA,
LUCKNOW AIRPORT, LUCKNOW (U.P.)
ENVIRONMENT CONSULTANT
GREENCINDIA CONSULTING PVT. LTD.
GHAZIABAD (U.P.)
JULY-2017
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
TOC
Table of Content
1.
1.1
1.2
1.3
1.4
1.5
1.6
1.6.1
1.7
1.8
2.
2.1
2.2
2.3
2.4
2.5
2.6
2.6.1
2.6.2
2.6.3
2.6.4
2.6.5
2.6.6
2.7
2.8
2.8.1
2.8.2
2.8.3
2.8.4
2.8.5
2.9
2.9.1
2.9.2
2.9.3
2.10
2.11
2.12
2.13
Introduction
Background
Project proponent
Type of Project
Airport sector profile
Air connectivity pattern
Need of the Project
Traffic Analyses
Employment Opportunities
Structure of the report
Project Description
Introduction
Type of Project
Location & Linkage
Site selection & Alternatives
Project Magnitude
Description of Proposed Project
Civil Work
Car Parking
Miscellaneous Facilities
Electrical Work & Other Equipment Services
Communication, Navigation & Surveillance
Demolition Work
Construction Material
Resource Optimization
Water Saving Practices & Reduction
Water use Reduction
Domestic use for 24 hours
Water conservation in Land scaping
Water use during construction
Water Requirement
Water Saving Practices & Reduction
Water use Reduction
Domestic use for 24 hours
Waste water generation and Management
Power Requirement & Supply
Solid waste Management
Fire & Safety
1-1 to 1-8
1-1
1-2
1-3
1-3
1-4
1-6
1-6
1-7
1-7
2-1 to 2-21
2-1
2-1
2-1
2-2
2-3
2-4
2-4
2-4
2-5
2-5
2-6
2-6
2-6
2-6
2-7
2-10
2-10
2-11
2-13
2-13
2-13
2-17
2-17
2-17
2-19
2-19
2-20
PROJECT PROPONENT
ENVIRONMENT CONSULTANT
Airport Authority of India, Lucknow (U.P.)
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
2.14
2.15
3.
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
3.10
3.11
3.12
3.13
3.14
4.
4.1
4.2
4.3
4.3.1
4.3.2
4.3.3
4.3.4
4.3.5
4.3.6
4.3.7
4.3.8
4.3.9
4.3.10
4.3.11
4.3.12
4.3.13
4.4
4.4.1
4.4.2
4.4.3
4.4.4
Electrical System
Noise & Vibration Control
Site Analysis
Introduction
Location & connectivity
Physiography
Hydrogeology
Ground Water Status
Land Ownership
Topography
Existing Land use Pattern
Existing Infrastructure available
Geology & Soil
Meteorology & climatology
Seismicity
Wind Hazard
Social Infrastructure
Planning Consideration
Introduction
Planning concept
Existing Features of Lucknow Airport
Terminal Building
Runway orientation
Runway length
Runway geometry
Taxiway
Apron
Isolation bay
Pavement
Parking space
DVOR
Perimeter Wall/Boundary Wall
Security Watch Tower
Fire Station
Civil work for Expansion
Passenger Terminal Building
Departure Area
Security Hold Area
Departure Area
TOC
2-20
2-20
3-1 to 3-7
3-1
3-1
3-1
3-1
3-1
3-2
3-2
3-2
3-2
3-3
3-4
3-6
3-7
3-7
4-1 to 4-8
4-1
4-1
4-2
4-2
4-2
4-2
4-2
4-3
4-3
4-3
4-3
4-4
4-4
4-4
4-4
4-4
4-4
4-4
4-5
4-5
4-5
PROJECT PROPONENT
ENVIRONMENT CONSULTANT
Airport Authority of India, Lucknow (U.P.)
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
4.4.5
4.4.6
4.4.7
4.4.8
4.4.9
4.5
4.5.1
4.5.2
4.5.3
5.
5.1
5.2
5.2.1
5.2.2
5.2.3
5.2.4
5.2.5
5.2.6
5.2.7
5.2.8
5.2.9
5.2.10
5.2.11
5.2.12
6.
7.
7.1
7.2
7.3
7.4
7.5
7.6
7.7
7.8
7.9
7.10
7.11
8.
Food & Beverages Area
Arrival Area or Baggage claim area
Common Concourse Area
Parking Area
Dismantling Works
Miscellaneous Civil Works
Electrical and Mechanical Works
Airport System
Support Amenities
Proposed Infrastructure
The Plan
Details of proposed Infrastructure
Passenger Terminal Building
Departure Area
Security Hold area
Duty free/ Retail Area
Food & Beverage Area
Arrival Area/ Baggage Claim Area
Common Concourse Area
Parking Facilities
Dismantling Works
Miscellaneous civil works
Electrical and Mechanical Works
Airport System
Rehabilitation & Resettlement Plan
Project Schedule & Cost Estimate
Introduction
Quantities
Rates
Contingencies
Works Tax
Labour Cess
Service Tax on construction cost
Project Management Costa
Price Escalation / Variations
Costs not included
Financial Analysis
Final Recommendation
TOC
4-5
4-5
4-5
4-6
4-6
4-6
4-7
4-7
4-8
5-1 to 5-5
5-1
5-1
5-1
5-2
5-2
5-2
5-2
5-3
5-3
5-3
5-3
5-4
5-4
5-5
6-1
7-1 to 7-3
7-1
7-1
7-1
7-2
7-2
7-2
7-2
7-2
7-2
7-2
7-2
8-2
PROJECT PROPONENT
ENVIRONMENT CONSULTANT
Airport Authority of India, Lucknow (U.P.)
Greencindia Consulting Private Limited (GCPL)
EXECUTIVE SUMMARY
PRE-FEASIBILITY REPORT
For Expansion of Lucknow Airport in respect of Construction of New
Integrated Terminal Building and allied facilities at Guraura, Aurangabad
Zagir & Bhaktikhera, villages, Lucknow District, Uttar Pradesh.
1
EXECUTIVE SUMMARY
1.1 INTRODUCTION
Lucknow airport belongs to Airport Authority of India (AAI). Lucknow airport has already been
developed as one of the model airports by AAI to cater for operation of wide-bodied aircraft in all
weather conditions. Regionally this is a major airport in Northern India. It serves as the primary civilian
aviation hub for the metropolitan area of the cities of Lucknow and Kanpur. The airport is served by
many international and domestic carriers. This is possibly the second busiest airport in north India after
Delhi (and one of the first ten airports from the 35 Non-metro airports to be upgraded as per policy of
Govt. of India).
Lucknow is the largest city of the state of Uttar Pradesh, India. A major metropolitan city of India and
largest city in Uttar Pradesh, Lucknow is the administrative headquarters of the eponymous District and
Division and the capital of the state of Uttar Pradesh. Lucknow is popularly known as the City of
Nawabs. It is also known as the Golden City of the East, Shiraz-e-Hind and the Constantinople of India.
It is the third largest city in north, east and central India after Delhi and Kolkata and the second largest
city in north and central India after New Delhi. The Lucknow has always been known as a multicultural
city that flourished as a North Indian cultural and artistic hub and the seat of power of Nawabs in the
18th and 19th centuries. It continues to be an important center of governance, administration,
education, commerce, aerospace, finance, pharmaceuticals, technology, design, culture, tourism,
music and poetry.
Lucknow sits on the northwestern shore of the Gomti River. Hindi is the main language of the city and
Urdu is also widely spoken. Lucknow is the center of Shia Islam in India with the highest Shia Muslim
population in India. It is accessible from every part of India by air, rail and road. The proposed project is
a modernization/expansion project of domestic airport at Amausi, Lucknow, Uttar Pradesh. Existing
Lucknow airport is spread over an area of 1261.18 acres/ 510.38 Ha of land which acquired by AAI. A
total 0f 69.37 acres/ 28.07 Ha of land will be utilized for the modernization project.
The proposed airport is located adjacent to Lucknow in North Direction at Adjacent. The details of
location of the airport are given in Table E.1.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
2
EXECUTIVE SUMMARY
Figure E-1 : Proposed Airports in Uttar Pradesh
1.2 LOCATION & LINKAGE
The proposed airport is located adjacent to Lucknow. The details of location of the airport are given in
Table E.1.
Table 2-1: Details of Site Location
Description
Project Site
Location
Coordinates
Details
Guraura, Aurangabad Zagir & Bhaktikhera in Lucknow Tehsil
Amausi, Lucknow, Uttar Pradesh
Points
Latitude
Longitude
26°46'31.0"N
80°52'53.1"E
A
26°46'08.0"N
80°53'36.7"E
B
26°45'45.3"N
80°53'36.6"E
C
26°45'45.9"N
80°54'40.9"E
D
26°45'40.9"N
80°54'53.0"E
E
26°45'37.3"N
80°54'52.9"E
F
26°45'21.7"N
80°54'10.1"E
G
26°45'04.2"N
80°53'01.0"E
H
26°44'59.3"N
80°52'33.4"E
I
26°45'34.9"N
80°52'00.3"E
J
26°45'40.3"N
80°52'00.3"E
K
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
For Expansion of Lucknow Airport in respect of Construction of New
Integrated Terminal Building and allied facilities at Guraura, Aurangabad
Zagir & Bhaktikhera, villages, Lucknow District, Uttar Pradesh.
Description
Total Area in hectares
Access Road
District Headquarter
Nearest Town
Nearest Railway Station
Nearest Airport
Interlinked Project
3
Details
Existing Airport: 1261.18 acres & For Expansion: 69.37 acres (The
land for development is already available with the airport)
National Highway-25, Adjacent.
0.1 km
W
Lucknow
10.2 km
NE
Lucknow
10.2 km
NE
Amausi Railway Station
3.0 km
WNW
Allahabad Airport
168.5 km
SSE
This is independent project. Neither the proposed project nor
other project/s are directly or indirectly linked and/or related to this
project
Source: (i) Primary Survey and Site visit, Greencindia Consulting Private Limited, NCR, Ghaziabad; (ii) Toposheet no.63 B/9, 63 B/10,
63 B/13, 63 B/14, 63 F/1 & 63 F/2 Survey of India, Government of India.
The airport is existing & AAI is proposing the new terminal building & operating facilities after demolition
of terminal-1 & other facilities. The airport was constructed in 1986 to facilitate and operate
passengers. With an increasing number of passengers, AAI decided to upgrade the airport. On 17 July
2008, the Government of India officially renamed it Chaudhary Charan Singh Airport. It was granted
international status in May 2012.
Lucknow Airport, previously called Amausi International Airport is now renamed as Chaudhary Charan
Singh International Airport. It was constructed with the purpose of facilitating VVIPs; it was only in 2005
when the AAI took decision to upgrade the Airport owing to increased number of passengers and also
because of introduction of private operators in the sector.
A new terminal, equipped with latest technology, at Lucknow's Chaudhary Charan Singh Airport is
operative since June 2, 2012. It is being used both for arrivals and departures of domestic and
international flights. The new terminal is a three-tier building which can accommodate around 650
passengers at a time.
Existing facilities:
• Terminal Building of T1: 8,965 Sqm & T2: 20,850 Sqm area.
• Runway of dimension 2742 m x 45 m suitable with orientation 09/27.
• Runway Strip: 2862 mx150m.
• RESA: At 09 End- 90 mx150 m & at 27 End- 115 mx150 m.
• Apron size of 745 m x 150 m suitable for parking 14 Nos. Parking ways (12 Nos. of C Types
Aircraft+02E-Type Aircraft) & VIP Apron for 03 parking ways for King Air Type Aircraft.
• solation Bays: 61 m x61 m
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
4
EXECUTIVE SUMMARY
• a). Taxi-A for VIP Apron-520 mx23 m, b). Taxi B&C-207 mx23 m, c). Taxi D 245 mx23 m, d).
Taxi e-223 m x23 m, e). Lima Taxi -88 mx23 m (for joining Main Apron &VIP Apron), f). Taxi M
for Isolation bay 61 mx23 m.
• Perimeter Road/ Boundary Wall: Approximately 10475 m.
• Fire Station- CAT –VIII
• Car park: T1- 250 vehicles, T2- 350 vehicles+10 buses.
• STP (Sewage Treatment Plant): Running Capacity of STP is 160 KLD. Capacity at TB-1 & TB2(SBT based green technology)
Proposed facilities:
• Construction of a new centrally air-conditioned Modular Integrated Terminal Building of
1,00,000.00 Sq. m (excluding 20,000 Sq. m Basement area).
• Construction of multilevel car park for at least 1500 cars and surface parking for VIP cars &10
buses, Separate car I scooter park area for AAI and airlines staff at appropriate location.
• Development of four-lane vehicular road from Terminal Building/ Car parking with canopy
covering two lanes in front of the Terminal Building on the city side and connecting the main
approach road to the city.
• Provision of water supply pumping arrangement system, Water Filtration, water cooler &
R.O/U.V. Filters, Sewage Treatment Plant (STP), Effluent Treatment Plant (ETP) as per norms
and as per site conditions.
• Sub-station, AC plant room and related service facilities. Provision should be made for the AC
Plant Room vertical through AHU rooms, backup generators for essential services etc. in the
lower ground floor.
1.3 MISCELLANEOUS FACILITIES:
• Airport Director's office with associated office space, Conference hall, Retiring rooms, toilet for
staff to be provided.
• Development of four-lane vehicular road from Terminal Building/ Car parking with canopy
covering two lanes in front of the Terminal Building on the city side and connecting the main
approach road to the city.
• Provision of VIP/ CIP lounges, provision of adequate number of chairs, furniture, furnishings
etc. in the departure lounge common concourse, check-in area, security hold area and arrival
lounge.
• Provision of water supply pumping arrangement system, Water Filtration, water cooler & R.O/
U.V. Filters, Sewage Treatment Plant (STP), Effluent Treatment Plant (ETP) as per norms and
as per site conditions.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
For Expansion of Lucknow Airport in respect of Construction of New
Integrated Terminal Building and allied facilities at Guraura, Aurangabad
Zagir & Bhaktikhera, villages, Lucknow District, Uttar Pradesh.
5
• Sub-station, AC plant room and related service facilities. Provision should be made for the AC
Plant Room vertical through AHU rooms, backup generators for essential services etc. in the
lower ground floor.
• Dismantling of terminal Building (T1), AC plant room, CCR hall, Substation, Existing Cargo
Building etc. falling the location of the propose Terminal Building and reconstruct the AC plant
room, CCR hall and Substation in the service area with adequate capacities considering the
overall demand.
1.4 ELECTRICAL WORKS & OTHER EQUIPMENTS/SERVICES:
• Internal and external electrification for Terminal Building Complex, associated buildings, Car
Park & roads.
• Augmentation of main power supply, Substation Equipment, DG Sets for Secondary Power
supply and associated ancillary buildings.
• Provision of central air-conditioning & ventilation (HVAC) system & BMS for new terminal
building.
• Provision of conveyor belts with In-line X-ray inspection System and other equipment at
departure area and inclined carousels at arrival hall.
• Provision of fire detection & alarm system, provision for fire hydrants and water sprinklers
system as per standards along with fire extinguishers.
• Escalators & Elevators with matching staircase.
• Provision of Passenger Boarding Bridges (PBB) for the specified parking stands.
• Provision of automatic sliding doors at exit and entry points of terminal.
1.5 DEMOLITION WORK:
The demolition of old terminal building, power house, CCR room, cargo complex, cafeteria, AC plant
room & toilets are proposed. Due to this demolition, approx. 1,50,000 m3 debris will be generated
which will be disposed off by scientific method as per norms.
1.6 PROJECT COST
The proposed completion schedule for the project is 6 month. The estimated cost of the project is
1,230.00 crores.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER 1
INTRODUCTION
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW INTEGRATED
TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD ZAGIR &
BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
1-1
1. INTRODUCTION
1.1 BACKGROUND
Lucknow airport belongs to Airport Authority of India (AAI). Lucknow airport has already been
developed as one of the model airports by AAI to cater for operation of wide-bodied aircraft in all
weather conditions. Regionally this is a major airport in Northern India. It serves as the primary civilian
aviation hub for the metropolitan area of the cities of Lucknow and Kanpur. The airport is served by
many international and domestic carriers. This is possibly the second busiest airport in north India after
Delhi (and one of the first ten airports from the 35 Non-metro airports to be upgraded as per policy of
Govt. of India).
Lucknow is the largest city of the state of Uttar Pradesh, India. A major metropolitan city of India and
largest city in Uttar Pradesh, Lucknow is the administrative headquarters of the eponymous District and
Division and the capital of the state of Uttar Pradesh. Lucknow is popularly known as the City of
Nawabs. It is also known as the Golden City of the East, Shiraz-e-Hind and the Constantinople of India.
It is the third largest city in north, east and central India after Delhi and Kolkata and the second largest
city in north and central India after New Delhi. The Lucknow has always been known as a multicultural
city that flourished as a North Indian cultural and artistic hub and the seat of power of Nawabs in the
18th and 19th centuries. It continues to be an important center of governance, administration,
education, commerce, aerospace, finance, pharmaceuticals, technology, design, culture, tourism,
music and poetry.
Lucknow sits on the northwestern shore of the Gomti River. Hindi is the main language of the city and
Urdu is also widely spoken. Lucknow is the center of Shia Islam in India with the highest Shia Muslim
population in India. It is accessible from every part of India by air, rail and road.
Lucknow, along with Agra and Varanasi, is one of the 3 cities in the Uttar Pradesh Tourism's Heritage
Arc, which is a chain of survey triangulations created by the Government of Uttar Pradesh to boost
tourism in the state. Chaudhary Charan Singh International Airport is an airport serving Lucknow and
Uttar Pradesh in India. It is situated in Amausi in the city of Lucknow, India and is named after
Chaudhary Charan Singh, the 5th prime minister of India. It is the 12th busiest airport in India and is
also the second busiest and largest in North and Central India after IGI airport Delhi.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
1-2
CHAPTER-1: INTRODUCTION
Figure 1-1 : Proposed Airports in Uttar Pradesh
1.2 PROJECT PROPONENT
The Government of India constituted the International Airports Authority of India (IAAI) in 1972 to
manage the nation's international airports while the National Airports Authority was constituted in 1986
to look after domestic airports. The organizations were merged in April 1995 by an Act of Parliament
and was named as Airports Authority of India (AAI). This new organization was to be responsible for
creating, upgrading, maintaining and managing civil aviation infrastructure both on the ground and air
space in the country.
It also manages a total of 125 Airports, including 18 International Airports, 7 Customs Airports, 78
Domestic Airports and 26 Civil Enclaves at Military Airfields. AAI also provides Air Traffic Management
Services (ATMS) over entire Indian Air Space and adjoining oceanic areas with ground installations at
all Airports and 25 other locations to ensure safety of Aircraft operations.
AAI has four training establishments viz. The Civil Aviation Training College (CATC) at Allahabad,
National Institute of Aviation Management and Research (NIAMAR) at Delhi and Fire Training Centers
(FTC) at Delhi & Kolkata. An Aerodrome Visual Simulator (AVS) has been provided at CATC and nonradar procedural ATC simulator equipment is being supplied to CATC Allahabad and Hyderabad
Airport. AAI has a dedicated Flight Inspection Unit (FIU) with a fleet of three aircraft fitted with flight
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW INTEGRATED
TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD ZAGIR &
BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
1-3
inspection system to inspect Instrument Landing Systems up to Cat-III, VORs, DMEs, NDBs, VGSI
(PAPI, VASI) and RADAR (ASR/MSSR).
1.3 TYPE OF PROJECT
The proposed expansion of Lucknow Airport new integrated terminal building is in existing Lucknow
Airport spread over an area of 1261.18 acres/ 510.38 Ha and an area of 28.07 Ha./ 69.37 acres to be
constructed for Proposed Terminal Building and other expansion. The proposed project falls in
Category 7(a) of the Schedule vide EIA notification 2006 amended to date involving preparation of
Environment Impact Assessment study and Environment Management Plan. However general
condition is not applicable to this project. This project is independent and is not linked with other
projects’ which may attract directly or indirectly any provisions of schedule of EIA notification 2006
amended to date.
As per current traffic data, the domestic passengers handled are 2 million for domestic (2014-15) and
0.47 million for international (2014-15). The above building capacity are saturated; therefore, it is
proposed to build a new integrated passenger terminal building to cater to the passenger's
convenience in future growth of Lucknow airport.
1.4 AIRPORT SECTOR PROFILE
India’s transformation from an agrarian economy to an urbanized one is an inevitable consequence of
GDP growth led by service sector and saturation of agricultural productivity. Air connectivity can ensure
integration of such urbanizing areas with the rest of the country and national economy. Development of
appropriate connectivity between robust urban agglomerations could check the influx of migrants to
large metro and provide for more balance regional development.
The civil air transport network has been called the Real World Wide Web. It has been observed that the
improvement in air connectivity has brought tremendous benefits to users of air transport services by:
•
Reducing time spent in transit,
•
Increasing the frequency of service,
•
Allowing for shorter waiting times and better targeting of departure and arrival times;
•
Improving the quality of service, such as reliability, punctuality and quality of the travel
experience.
The Airports Authority of India (AAI) manages a total of 126 Airports, which include 12 International
Airports, 08 Customs Airports, 81 Domestic Airports and 25 Civil Enclaves at Defence Airfields. AAI
also provides Air Traffic Management Services (ATMS) over entire Indian Air Space and adjoining
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
1-4
CHAPTER-1: INTRODUCTION
oceanic areas with ground installations at all Airports and 25 other locations to ensure safety of Aircraft
operations.
The Airports Authority of India (AAI) is currently responsible for 126 airports of which 46 manage at
least 100,000 annual passengers.
The first category covers airports operated through joint-ventures with private airport operators and
currently includes the two largest airports in the country (Delhi and Mumbai), as well as Cochin,
Bangalore and Hyderabad.
The four largest Indian airports (Mumbai, Delhi, Chennai, and Bangalore) each handle more than 10
million annual passengers and accounted for more than 60% of national passenger traffic. India has
come through a period characterized by a major expansion of the air transportation industry and
proposed to develop 67 domestic airports across country.
Air traffic in India has increased over last five years. The compound annual growth rate (CAGR) of total
aircraft movement was 3.3% and of passengers 5.6% during year FY-2011 to FY-2014. Globally,
Indian civil aviation is ninth market. It stands fourth in domestic passenger volume.
Improvements in connectivity will effectively contribute to the economic performance of the
wider economy through enhancing its overall level of productivity. Table 1.1 shows the quantum
of passengers handle at major airports in India in last few years.
Table 1-1: Passenger handles at major airports in India (in millions)
Sl. No.
1.
2.
3.
4.
5.
6.
Airports
Delhi
International Airport Limited
Chhatrapati Shivaji
International Airport
Chennai International Airport
Kempegowda
International Airport
Netaji Subhash Chandra Bose
International Airport
GMR Hyderabad
International Airport Limited
City
State
2012-13
2013-14 2014-15
Delhi
Delhi
34.4
36.9
41.0
Mumbai
Maharashtra
30.2
32.2
36.6
Chennai
Tamil Nadu
12.8
12.9
14.3
Bangalore
Karnataka
12.0
12.8
15.4
Kolkata
West
Bengal
10.1
10.1
10.9
Hyderabad
Telangana
8.4
8.8
10.5
Source: Airports Authority of India
1.5 AIR CONNECTIVITY PATTERN
In India, with its geographical spread interspersed with deserts, seas, forests and hilly terrain, regional and
remote area air connectivity can play a crucial role in this context. Establishing or relying on railway / road
networks for connecting such parts of the country may not be time effective or even viable (technically
/financially).
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW INTEGRATED
TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD ZAGIR &
BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
1-5
Also, while railway and road networks may be viable connectivity options to other parts of the country (not
impacted by issues of terrain, security, etc.), air connectivity provides a key advantage in terms of time saving.
The routes connecting Tier-2 towns / cities to Tier-3 towns / Cities-1, only constitute about 7% of the air
transport market in India in terms of seat deployment. While routes can be configured innumerous ways in
terms of combination of frequencies, timing of the flights and aircraft sizes, a number of these routes are likely
to witness traffic that can be better serviced using small aircraft such that the aircraft could be optimally utilized
over the day as well as achieve viable PLF.
Figure 1-2 : Air Connectivity Pattern in India & Across India
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
1-6
CHAPTER-1: INTRODUCTION
1.6 NEED OF THE PROJECT
1.6.1 Traffic Analyses
As per current traffic data the domestic passengers handle are 2 million for domestic (2014-15) and
0.47 million for international (2014-15). The above building capacity are saturated; therefore, it is
proposed to build a new integrated passenger terminal building to cater to the passengers’’
convenience in future growth of Lucknow Airport.
There is growth of 23.9% in international passenger and 27.4% in domestic passenger reported by
authority of Lucknow Airport. To handle this much of influx of passenger the AAI Lucknow proposed to
construct a new integrated terminal building foe the existing Lucknow Airport.
The traffic details of Lucknow Airport showing in Table 1.2, 1.3, 1.4 & 1.5.
Table 1-2: Aircraft Movements of Lucknow Airport
Aircraft Movements (In Numbers)
Arrival
Departure
Total
Description
International
Scheduled
Non Scheduled
Totals
1,446
73
1,519
1,436
72
1,508
2,882
145
3,027
Scheduled
Non Scheduled
Totals
7,961
1,921
9,882
7,985
1,908
9,893
15,946
3,829
19,775
Domestic
Source: Airports Authority of India, Lucknow
Table 1-3: Passengers Movements at Lucknow Airport
Aircraft Movements (in No.)
For the month
Category
International Passenger
Domestic Passenger
For April to December
%
December
2015
55,473
December
2014
43,687
Change
2,32,972
1,83,229
%
2015-16
2014-15
27.0
4,26,125
3,43,799
23.9
27.1
19,70,069 15,45,804
27.4
Change
Source: Airports Authority of India, Lucknow
Table 1-4: Passengers Movements at Lucknow Airport
Description
International
Scheduled
Non Scheduled
Dis Emb.
2,27,756
1,621
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
Passengers (In Numbers)
Emb.
Transit (Dom)
Transit (Int)
2,42,766
2,070
34
6
0
1
Total
4,70,556
3,698
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW INTEGRATED
TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD ZAGIR &
BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
Description
Totals
Domestic
Scheduled
Non Scheduled
Totals
Dis Emb.
2,29,377
Passengers (In Numbers)
Emb.
Transit (Dom)
Transit (Int)
2,44,836
40
1
10,30,981 10,23,212
9,090
9,018
10,40,071 10,32,230
37,100
173
37,273
0
0
0
1-7
Total
4,74,254
20,91,293
18,281
21,09,574
Source: Airports Authority of India, Lucknow
Table 1-5: Freight Details of Lucknow Airport
Description
Cargo (Tonnes)
Mail (Tonnes)
Un Loaded
Loaded
Total
Un Loaded
Loaded
Total
International
Scheduled
146.147
1,314.55
1,460.70
0.49
3.444
3.934
Totals
146.147
1,314.55
1,460.70
0.49
3.444
3.934
Domestic
Scheduled
Non Scheduled
1499.62
9.543
1,900.36
12.901
3,399.98
22.444
326.998
1
102.15
0.332
429.148
1.332
Totals
1,509.16
1,913.26
3422.423
327.998
102.482
430.48
Source: Airports Authority of India, Lucknow
1.7 EMPLOYMENT OPPORTUNITIES
The direct employment during construction phase in proposed project will be 200-300 skilled, unskilled
and professional workforce including temporary and permanent employees shall be required. These
workforces shall be hired locally in order to generate the employment to the local people. While during
the project operation stage for the purposes of day-today professional and maintenance works about
2000 staff is existing in the airport which is sufficient for operation.
1.8 STRUCTURE OF THE REPORT
The report is divided into seven chapters excluding this chapter, the details of which are summarized
below:
Chapter 2: Project Description- This chapter discusses the layout drawing and design considerations
for construction of new terminal building and other facility with existing features like Runway, Apron,
Apron Shoulder, Taxi Track, Runway Shoulder, boundary wall, perimeter roads and parking facilities.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
1-8
CHAPTER-1: INTRODUCTION
Chapter 3: Site Analysis- This chapter discusses the site profile, landform, and existing land use and
drainage pattern. The land details, climate and metrological parameters are also described in various
sections of the chapter.
Chapter 4: Planning Considerations- This chapter discusses the considerations of planning of
various features like new terminal building and other facility with existing features like Runway, Apron,
Apron Shoulder, Taxi Track, Runway Shoulder, boundary wall, perimeter roads and parking facilities.
Chapter 5: Proposed Infrastructure- This chapter discusses the Concept Plan for aviation support
facilities and utilities also provides for the redevelopment & re-planning of existing airport. The Concept
Plan for the proposed airport defines the ultimate scope of the proposal and the development of
facilities in accordance with the requirements of traffic. Earlier discussion on Traffic Analysis and
Project Sizing are used as the basis for planning of the various components.
Chapter 6: Rehabilitation and Resettlement (R&R) Plan- This chapter discusses the R&R study due
to the proposed project area.
Chapter 7: Project Schedule & Cost Estimates- This Chapter describes the total investment and
cost regarding the project.
Chapter 8: Final Recommendations- This chapter summarizes the Analysis of Proposal of proposed
terminal building for Lucknow Airport, at Lucknow.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER 2
PROJECT DESCRIPTION
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
2-1
2. PROJECT DESCRIPTION
2.1 INTRODUCTION
Chaudhary Charan Singh International Airport (LKO) is an airport serving Lucknow and Uttar
Pradesh in India. It is situated in Amausi in the city of Lucknow, India and is named after
Chaudhary Charan Singh, the 5th prime minister of India. It is the 12th busiest airport in India and
is also the second busiest and largest in North and Central India after IGI airport Delhi. There is all
existing infrastructure like runway with all allied facilities like terminal building, Apron, Apron
Shoulder, Taxi Track, Runway Shoulder, boundary wall, perimeter roads and parking facilities.
Now AAI, Lucknow decided to construct a new integrated terminal building and facilities.
The estimated cost of the project is 1,230.00 crores.
2.2 TYPE OF PROJECT
The proposed project is a modernization/expansion project of domestic airport at Amausi,
Lucknow, Uttar Pradesh. Existing Lucknow airport is spread over an area of 1261.18 acres/
510.38 Ha of land which acquired by AAI. A total 0f 69.37 acres/ 28.07 Ha of land will be utilized
for the modernization project.
The proposed project falls in Category 7(a) of the Schedule vide EIA notification 2006 amended to
date involving preparation of Environment Impact Assessment study and Environment
Management Plan. However general condition is not applicable to this project.
This project is independent and is not linked with other project/s which attracts
directly or indirectly any provisions of schedule of EIA notification 2006 amended to date.
2.3 LOCATION & LINKAGE
The proposed airport is located adjacent to Lucknow. The details of location of the airport are
given in Table 2.1. The location of site and the geographical coordinates of site superimposed on
Topo sheet are provided in Figure 2-1 & Figure 2-2 respectively.
Table 2-1: Details of Site Location
Description
Project Site
Location
Coordinates
Details
Guraura, Aurangabad Zagir & Bhaktikhera in Lucknow Tehsil
Amausi, Lucknow, Uttar Pradesh
Points
Latitude
Longitude
26°46'31.0"N
80°52'53.1"E
A
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
Project Site
±
Key Map of Uttar Pradesh
Project Site
!
P
¯
P
!
Scale: Not to Scale
Source: http://updes.up.nic.in/spatrika/engspatrika/images/mandal1.jpg
Legend
Project site
Settlements
Streams
Roads
Source: http://www.india-in-your-home.com/physical-map-of-india.html
Scale: Not to Scale
A
Railway
Source: http://updes.up.nic.in/spatrika/engspatrika/images/mandal1.jpg
Scale: Not to Scale
Forest
Map of India
B State of Uttar Pradesh, India
Ponds
Vegetation
Contours
Locations
Project Site
P
!
Source:
1. SoI Toposheet Nos 63 B/9, 63 B/10, 63 B/13, 63 B/14, 63 F/1 & 63 F/2
2. Project Layout Plan, AAI
3. Google Satellite Imagery, 2016
Software Used:
1. ArcGIS 10.1, 2. AutoCAD 2012, 3. ER Mapper 7, 4. Erdas Imagine 10
Figure 2.1:
Location Map of the Project Site
Project:
Expansion of Lucknow Airport
Amausi, District: Lucknow, Uttar Pradesh
Project Proponent:
Airports Authority of India, Lucknow
1. SoI Toposheet Nos 63 B/9, 63 B/10, 63 B/13, 63 B/14, 63 F/1 & 63 F/2
2. Project Layout Plan, AAI
3. Google Satellite Imagery, 2016
Source: http://www.onefivenine.com/images/DistrictMaps/526.jpg
Scale: Not to Scale
D Project Site
C
Lucknow District, Uttar Pradesh
Environment Consultant:
GREENCINDIA Consulting Private Limited
(An ISO:9001 QMS, ISO: 14001 EMS & OHSAS: 18001 H&S MS Certified by BSI)
QCI-NABET Accrediate Environment Consultant Certificate No. NABET/EIA/RA 014/041
Graphic Scale:
0
A
© GREENCINDIA Consulting Private Limited, 2017
B
C
D
1,100
2,200
Checked By:
Drafted By:
Date
Revision
4,400
6,600
8,800 m
Approved By:
14/01/2017
00
Path: D:\GreenC\Projects I\Mapping\Lucknow\Re Shp\Location.mxd
Key Map of Uttar Pradesh
80°54'0"E
26°48'0"N
±
26°48'0"N
80°51'0"E
Project Site
!
P
¯
Scale: Not to Scale
Source: http://updes.up.nic.in/spatrika/engspatrika/images/mandal1.jpg
Legend
A
Project site
Settlements
Streams
B
Roads
Railway
Forest
D
C
K
Ponds
Vegetation
E
Contours
Locations
J
F
I
26°45'0"N
26°45'0"N
G
H
Source:
1. SoI Toposheet Nos 63 B/9, 63 B/10, 63 B/13, 63 B/14, 63 F/1 & 63 F/2
2. Project Layout Plan, AAI
3. Google Satellite Imagery, 2016
Software Used:
1. ArcGIS 10.1, 2. AutoCAD 2012, 3. ER Mapper 7, 4. Erdas Imagine 10
Figure 2.2:
Co-ordinates of the Project Site
Project:
Expansion of Lucknow Airport
Amausi, District: Lucknow, Uttar Pradesh
Project Proponent:
Airports Authority of India, Lucknow
Environment Consultant:
GREENCINDIA Consulting Private Limited
(An ISO:9001 QMS, ISO: 14001 EMS & OHSAS: 18001 H&S MS Certified by BSI)
QCI-NABET Accrediate Environment Consultant Certificate No. NABET/EIA/RA 014/041
Graphic Scale:
0
350
700
80°51'0"E
© GREENCINDIA Consulting Private Limited, 2017
80°54'0"E
Revision
2,100
Checked By:
Drafted By:
Date
1,400
2,800 m
Approved By:
14/01/2017
00
Path: D:\GreenC\Projects I\Mapping\Lucknow\Re Shp\Co-ordinate.mxd
Figure No. 2.3 (Project Layout)
CHAPTER-2: PROJECT DESCRIPTION
2-2
Description
Total Area in hectares
Access Road
District Headquarter
Nearest Town
Nearest Railway Station
Nearest Airport
Interlinked Project
Details
26°46'08.0"N
80°53'36.7"E
B
26°45'45.3"N
80°53'36.6"E
C
26°45'45.9"N
80°54'40.9"E
D
26°45'40.9"N
80°54'53.0"E
E
26°45'37.3"N
80°54'52.9"E
F
26°45'21.7"N
80°54'10.1"E
G
26°45'04.2"N
80°53'01.0"E
H
26°44'59.3"N
80°52'33.4"E
I
26°45'34.9"N
80°52'00.3"E
J
26°45'40.3"N
80°52'00.3"E
K
Existing Airport: 1261.18 acres & For Expansion: 69.37 acres (The
land for development is already available with the airport)
National Highway-25, Adjacent.
0.1 km
W
Lucknow
10.2 km
NE
Lucknow
10.2 km
NE
Amausi Railway Station
3.0 km
WNW
Allahabad Airport
168.5 km
SSE
This is independent project. Neither the proposed project nor
other project/s are directly or indirectly linked and/or related to this
project
Source: (i) Primary Survey and Site visit, Greencindia Consulting Private Limited, NCR, Ghaziabad; (ii) Toposheet no.63 B/9, 63
B/10, 63 B/13, 63 B/14, 63 F/1 & 63 F/2 Survey of India, Government of India.
2.4 SITE SELECTION & ALTERNATIVES
The airport is existing & AAI is expanding the only terminal building. The airport was constructed in
1986 to facilitate and operate passengers. With an increasing number of passengers, AAI decided
to upgrade the airport. On 17 July 2008, the Government of India officially renamed it Chaudhary
Charan Singh Airport. It was granted international status in May 2012.
Lucknow Airport, previously called Amausi International Airport is now renamed as Chaudhary
Charan Singh International Airport. It was constructed with the purpose of facilitating VVIPs; it was
only in 2005 when the AAI took decision to upgrade the Airport owing to increased number of
passengers and also because of introduction of private operators in the sector.
A new terminal, equipped with latest technology, at Lucknow's Chaudhary Charan Singh Airport is
operative since June 2, 2012. It is being used both for arrivals and departures of domestic and
international flights. The new terminal is a three-tier building which can accommodate around 650
passengers at a time.
Existing facilities:
• Terminal Building of T1: 8,965 Sqm & T2: 20,850 Sqm area.
• Runway of dimension 2742 m x 45 m suitable with orientation 09/27.
• Runway Strip: 2862 mx150m.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
2-3
• RESA: At 09 End- 90 mx150 m & at 27 End- 115 mx150 m.
• Apron size of 745 m x 150 m suitable for parking 14 Nos. Parking ways (12 Nos. of C
Types Aircraft+02E-Type Aircraft) & VIP Apron for 03 parking ways for King Air Type
Aircraft.
• solation Bays: 61 m x61 m
• a). Taxi-A for VIP Apron-520 mx23 m, b). Taxi B&C-207 mx23 m, c). Taxi D 245 mx23
m, d). Taxi e-223 m x23 m, e). Lima Taxi -88 mx23 m (for joining Main Apron &VIP
Apron), f). Taxi M for Isolation bay 61 mx23 m.
• Perimeter Road/ Boundary Wall: Approximately 10475 m.
• Fire Station- CAT –VIII
• Car park: T1- 250 vehicles, T2- 350 vehicles+10 buses.
• STP (Sewage Treatment Plant): Running Capacity of STP is 160 KLD. Capacity at TB-1
& TB- 2(SBT based green technology)
Proposed facilities:
• Construction of a new centrally air-conditioned Modular Integrated Terminal Building of
1,00,000.00 Sq. m (excluding 20,000 Sq. m Basement area).
• Construction of multilevel car park for at least 1500 cars and surface parking for VIP
cars
• &10 buses, Separate car I scooter park area for AAI and airlines staff at appropriate
location.
• Development of four-lane vehicular road from Terminal Building/ Car parking with
canopy covering two lanes in front of the Terminal Building on the city side and
connecting the main approach road to the city.
• Provision of water supply pumping arrangement system, Water Filtration, water cooler &
R.O/U.V. Filters, Sewage Treatment Plant (STP), Effluent Treatment Plant (ETP) as per
norms and as per site conditions.
• Sub-station, AC plant room and related service facilities. Provision should be made for
the AC Plant Room vertical through AHU rooms, backup generators for essential
services etc. in the lower ground floor.
Therefore, it was decided by Airports Authority of India to modernize/expand the existing
Airport in Lucknow and no alternate site was required. The environment consideration of the site
is discussed in Chapter-3 of this report.
However, it observed from the satellite imagery and preliminary site visit that there are no
environmentally sensitive receptors within the proximity of the project site and technically
also site is suitable for the project.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER-2: PROJECT DESCRIPTION
2-4
2.5 PROJECT MAGNITUDE
Lucknow airport belongs to AAI. Lucknow airport has already been developed as one of the model
airports by AAI to cater for operation of wide-bodied aircraft in all weather conditions, Regionally
this is a major airport in Northern India, It serves as the primary civilian aviation hub for the
metropolitan area of the cities of Lucknow and Kanpur, The airport is served by many international
and domestic carriers, This is possibly the second busiest airport in north India after Delhi (and
one of the first ten airports from the 35 Non-metro airports to be upgraded as per policy of Govt. of
India).
As per current traffic data, the domestic passengers handled are 2 million for domestic (2014-15)
and 0.47 million for international (2014-15). The above building capacity are saturated; therefore, it
is proposed to build a new terminal building to cater to the passenger's convenience in future
growth of Lucknow airport.
2.6 DESCRIPTION OF PROPOSED PROJECT
Construction of New Terminal Building and associated facilities will involve the following activities:
2.6.1 CIVIL WORKS:
Construction of a new centrally air-conditioned Modular Integrated Terminal Building of 1,00,000
Sq. m (excluding 20000 Sq. m Basement area), considering fast growing air traffic and demand for
better passenger facilities an area of 15,000 Sq. m. kept for retail commercial outlets I retiring
rooms and airlines offices to tap future potential at the Airport. The building to be provided with
aesthetically appealing & soothing interior decoration matching the modern structure. Space
planning to ensure that no dead Space/ Area are created in the building.
The Terminal buildings Departure area, Arrival area, Security hold area and Concourse area are to
be provided with adequate nos. of toilets for gents, ladies and differently-abled persons and
drinking water. Suitable number of ramps to be provided for entry and exit of differently-abled
persons in departure and arrival area. Provision of battery operated buggies for senior citizens I
differently-abled persons as per requirement.
The design of terminal building will include Media planning, Retail area planning, F & B plan, etc.
Overall planning of Building will capture local architectural features and it will be part of design
features of terminal. The design should include the required arrangement for its regular
maintenance so as to make it in-built part of execution. Solar power generation viz solar lighting,
solar roofing system etc. will be provided. Maintenance friendly roofing & building facade system
including provision of regular cleaning with maintenance hoists, hooks etc. including cat walk I
rope suspended platform I gondola etc. will be provided.
Green building norms to be followed for 4-star rating of GRIHA.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
2-5
2.6.2 CAR PARKING
Construction of multilevel car park for at least 1500 cars and surface parking for VIP cars &10
buses, Separate car I scooter park area for AAI and airlines staff at appropriate location. Multilevel
Car Parking to be made for retailer in car parking area & it has to be developed on Built & Operate
System and shall include its space planning and mode/for its operations.
2.6.3 MISCELLANEOUS FACILITIES
•
Airport Director's office with associated office space, Conference hall, Retiring rooms,
toilet for staff to be provided.
•
Development of four-lane vehicular road from Terminal Building/ Car parking with
canopy covering two lanes in front of the Terminal Building on the city side and
connecting the main approach road to the city.
•
Provision of VIP/ CIP lounges, provision of adequate number of chairs, furniture,
furnishings etc. in the departure lounge common concourse, check-in area, security
hold area and arrival lounge.
•
Provision of water supply pumping arrangement system, Water Filtration, water cooler
& R.O/U.V. Filters, Sewage Treatment Plant as per norms and as per site conditions.
•
Sub-station, AC plant room and related service facilities. Provision should be made for
the AC Plant Room vertical through AHU rooms, backup generators for essential
services etc. in the lower ground floor.
•
Dismantling of terminal Building (T1), AC plant room, CCR hall, Substation, Existing
Cargo Building etc. falling the location of the propose Terminal Building and
reconstruct the AC plant room, CCR hall and Substation in the service area with
adequate capacities considering the overall demand.
2.6.4 ELECTRICAL WORKS & OTHER EQUIPMENTS/SERVICES
•
Internal and external electrification for Terminal Building Complex, associated buildings,
Car Park & roads.
•
Augmentation of main power supply, Substation Equipment, DG Sets for Secondary
Power supply and associated ancillary buildings.
•
Provision of central air-conditioning & ventilation (HVAC) system & BMS for new terminal
building.
•
Provision of conveyor belts with In-line X-ray inspection System and other equipment at
departure area and inclined carousels at arrival hall.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER-2: PROJECT DESCRIPTION
2-6
•
Provision of fire detection & alarm system, provision for fire hydrants and water sprinklers
system as per standards along with fire extinguishers.
•
Escalators & Elevators with matching staircase.
•
Provision of Passenger Boarding Bridges (PBB) for the specified parking stands.
•
Provision of automatic sliding doors at exit and entry points of terminal.
2.6.5 COMMUNICATION, NAVIGATION
PLANNING WORKS
&
SURVEILLANCE
(CNS)
•
Public address system and car calling system.
•
Surveillance Close circuit TV system (SCCTV) and provision of adequate number of
close circuit TV monitors, in the Security Control Room, Terminal Manager Room, APD
Office etc.
•
Provision of Flight Information Display System (FIDS) with adequate number of Display
Devices in departure, arrival and security hold area for passenger facilitation.
•
Provision of adequate number of X-ray machines for scanning Registered Baggage (RB)
I Hand Baggage (HB), including provision of required number of ETDs, DFMDs &
HHMDs, as per BCAS norms.
•
Provision of adequate no. of VHF FM Sets (Walkie-Talkie, Base Stations & Mobile
Stations).
•
Provision of Telephone Exchange I digital EPABXI IP EPABX system for Terminal
Building including telephone intercom instruments, wiring etc.
The project layout showing the component mentioned above are presented in Figure 2-3.
2.6.6 DEMOLITION WORK:
The demolition of old terminal building, power house, CCR room, cargo complex, cafeteria, AC
plant room & toilets are proposed. Due to this demolition, approx. 1,50,000 m3 debris will be
generated which will be disposed off by scientific method as per norms.
2.7 CONSTRUCTION MATERIAL
The major materials required for construction of the proposed project will be steel, aluminum, glass,
cement, bricks, metal, flooring tiles/stones, wood. Sanitary and hardware items, electrical fittings,
water etc. All the items to be used in me proposed project will be as per the National Building Code
specification. The construction material used in proposed project will be sourced from local
approved vendors through the contractor and the specification will be as per the conditions laid in
contract. The contractors work will monitor approved and certified by the Engineering-In Charge.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
2-7
2.8 RESOURCE OPTIMIZATION
The resource optimization is always prerequisite for any development project and saving the
precious. This requires a new approach to viewing, evaluating, understanding, and communicating,
which ultimately requires new approaches to science, engineering, and economics. In quest
towards resource optimization in proposed project the tradition practices are substituted by modern
practices involving water reduction, rain water harvesting, energy conservation etc.
2.8.1 WATER SAVING PRACTICES AND REDUCTION
In India, the average domestic water consumption is 4.1% of the total water use. As per the Bureau
of Indian Standards, the per capita water requirement varies with building type. As per BIS, for
residential buildings with a population of 20,000 - 1,00,000. The per capita consumption is 100-150
LPCD and for those with population above 1,00,000, the consumption is 150-200 LPCD. Out of the
150 to 200 liters per head per day, 45 liters per head per day may be taken for flushing
requirements and the remaining quantity for other domestic purposes. For the other types of
buildings, the water requirement varies between 30 to 340 LPCD.
Water usage for applications such as flushing, bathing and washing is as high as 93% of water
demand in any building. However, measures can be adopted to reduce this demand through use of
water efficient practices and devices (efficient plumbing fixtures). These would result in significant
saving of water and contribute towards protection of the environment. Some of the common
practices and devices that can save water are covered below:
Monitoring water use: Use of water meter conforming to ISO standards should be installed at the
inlet point of water uptake and at the discharge point to monitor the daily water consumption. This
would also enable the user to identify if there are any points of leakages.
Use of water saving devices/ fixtures: About 40% of all water used indoors is in the bathroom
and toilets and more than 10% of that used is in the kitchen. The conventional fixtures used in
toilets use water at the rate of 12-15 liters per flush. In normal scenario, the taps and showerheads
in buildings consume water at the rate of 20 liters of water per minute. The flow rates of these
fixtures depend on the pressure at which these are operated. However there exists the opportunity
to lower the consumption through the use of following efficient fixtures:
Low flow flushing systems: Water consumption is more for flushing applications in any building. Use of
more efficient water saving toilets having dual flush system can result in a saving of at least 50% of water.
Dual flush systems can be installed in order to allow different volume of water for flushing liquids and
solids. To facilitate efficient cleaning at low volume, it is possible to install suitable water closets.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER-2: PROJECT DESCRIPTION
2-8
Sensor based fixtures: Sensors based fixtures functions only in the presence of user. Various
types of sensor based technologies are magic eye sensor for urinals, solenoid self operating valves
etc. Infrared and ultrasonic sensors discharge a set amount of water only when the taps are being
used thus resulting in water saving as compared to manually operated valves. In addition to its
advantage in reducing water consumption, sensor operated taps also result in better hygiene
particularly in a public place.
Urinals: By using automated flushing urinals usage of water is very high. By replacing these with
sensor-based urinals such as magic eye sensor, the water use is reduced to 0.4 liters per flush. In
place of conventional urinals, if the low flow urinals are used, water saving amounts to 3 liters per
flush. Waterless Urinals: Waterless urinals are an efficient technique to save water. The system
works without any water but with the use of biodegradable liquid in the cartridge fitted at the bottom
of the urinal. Each cartridge is adequate for 7000 uses.
Water Taps: A normal tap works at a flow rate as high as 20 lpm. Use of low flow faucets along with
other water saving devices such as auto control valves, pressure reducing devices, aerators and
pressure inhibitors for constant flow, magic eye solenoid valve, and self operating valves can result
in 25 – 50% of water savings.
Tap aerators: Tap aerators can be effective by facilitating cleaning through increasing the pressure
at which the water is delivered even at low flow rates. Installation of flow regulators can be done
where the aerators cannot be installed.
Auto control valves: Automatic shut-off valves can be used to control the flow of water for a
preset time limit and with use, which is linked to the release of the lever or handle.
Pressure reducing device: The reducers can be used to control the pressure in the water line,
which will affect the discharge rate and also to maintain uniform flow at different levels. A pressure
reduction device can be installed when the pressure in the line exceeds 50-60 psi. It is observed
that a reduction of pressure from 80 to 65 and 50 psi can result in a reduction of water flow of 10%
and 25%, respectively.
Dual Plumbing System: Introduction of dual pipe in the buildings for use of water with different
water quality namely ground water with high hardness, municipal supply water, treated soft water
and recycled water can result in optimal use of water for different applications thus saving on the
high quality water. Installation of dual pipe plumbing for using recycled water / rain water can save
the potable water from municipal supply or ground water. There can be two lines, one fresh water
for drinking, cooking and bathing etc. and other for supply of recycled water for flushing, landscape
irrigation, car washing, thermal conditioning etc. These results in saving of more than one-third of
fresh water demand and life of existing sewerage can be improved and also promotes
decentralized treatment system. This system needs space for establishment and initial investment
and retrofitting.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
2-9
Water Quality: In addition to providing adequate water supply for building occupants, quality of
water is also a key concern. Bureau of Indian Standards has recommended a set of
parameters, which should be complied with. These are given in Table 2.2.
Table 2-2: Standards for Drinking Water as per BSI
S. No. Parameters
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
Units
Colour
pH value
Turbidity
Total Dissolved Solids
Anionic Detergents as MBAS
Boron (as B)
Calcium (as Ca)
Chloride (as Cl)
Copper (as Cu)
Fluride (as F)
Iron (as Fe)
Nitrate (as No3 )
Phenolic Compounds
Sulfate (as SO4)
Total Alkalinity (as CaCO3)
Total Hardness (as CaCO3)
Zinc (as Zn)
Cyanide 9as CN0
Lead (as Pb)
Total Arsenic (as As)
Total Chromium (as Cr)
Hazen
NTU
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Mg/l
Drinking Water IS:10500-2012
Acceptable Limit
Permissible Limit
5
15
6.5-8.5
No Relaxation
1
5
500
2000
0.2
1
0.5
1
75
200
250
1500
0.05
1.5
1
1.5
0.3
No relaxation
45
No relaxation
0.001
0.002
200
400
200
600
200
600
5
15
0.05
No Relaxation
0.01
No Relaxation
0.01
0.05
0.05
No Relaxation
Source: IS: 10500:1991, Bureau of India Standards, New Delhi
Further as per the CPCB, water quality standards for different classes of inland waters have
been given for different applications which should be followed (Table 2.3).
Table 2-3: Standards for Drinking Water as per CPCB
S.
No.
Characteristics
1
2
3
4
5
Dissolved Oxygen, minimum
pH
BOD (5days at 200c)
Total Coliform organisms, Max
Colour
Unit
Designated use class of inland waters
A
B
C
D
E
mg/l
6
5
4
4
6.5-8.5 6.5-8.5 6.0-9.0 6.5-8.5 6.0-8.5
mg/l
2
3
3
MPN/100ml
50
500
5000
Hazen
10
300
300
-
PROJECT PROPONENT
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ENVIRONMENT CONSULTANT
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CHAPTER-2: PROJECT DESCRIPTION
2-10
S.
No.
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Characteristics
Unit
Chlorides (as CL), max
mg/l
Sodium Absorption ratio, max
Boron (as B)
mg/l
Sulphate(as So4)
mg/l
Nitrates (as No3), max
mg/l
Free ammonia (as NH3)
mg/l
Conductivity at 250c, max
microhm/cm
Arsenic (as As), max
mg/l
Iron (as Fe)
mg/l
Fluorides (as F)
mg/l
Lead (as Pb), max
mg/l
Copper (as Cu)
mg/l
Zinc (as Zn), max
mg/l
Manganese (as Mn)
mg/l
Total Dissolved Solids
mg/l
Total hardness (as CaCO3)
mg/l
Magnesium (as Mg)
mg/l
Chlorides (as Cl)
mg/l
Cyanides (as CN)
mg/l
Designated use class of inland waters
A
B
C
D
E
250
400
20
0.05
0.3
1.5
0.1
1.5
1.5
0.5
500
300
100
250
0.5
0.2
1.5
600
0.5
600
400
50
0.2
50
1.5
0.1
1.5
1.5
1500
0.5
1.2
1000
-
600
600
2
1000
2250
2100
600
-
Source: IS: 10500:1991, Bureau of India Standards, New Delhi
Notes: A= Drinking Water Source without conventional treatment but after disinfection; B= Outdoor bathing (Organised); C=
Drinking water source after conventional treatment and disinfection; D= Propagation of Wild life and Fisheries; E= Irrigation,
Industrial Cooling, Controlled Waste disposal Source: Central Pollution Control Board, Government of India, New Delhi.
2.8.2 Water Use Reduction
To estimate the reduction in water use achieved by the building by following the mitigation
measures, use following steps: (i) Step 1: Estimate total water demand based on the occupancy
and type of building; (ii) Step 2: List various efficient fixtures and other measures and (iii) Step 3:
Calculate demand reduction as compared to the BIS per capita water consumption.
2.8.3 Domestic Use for 24 hours
Under normal conditions, water consumption per person for flushing is 45 liters (9 liter/flush with 5
numbers of uses). With efficient fixture (3 and 6 liter/flush), water use is 21 liters (3 liter /flush with 3
uses and 6 liter /flush with 2 uses). Water use per person for washing with normal fixture with a flow
rate of 20 liters per minute is 40 liters (assuming use for 2 minutes), while with efficient fixture (flow
rate of 7.5 lpm) is 15 liters (Table 2.4).
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
2-11
Table 2-4: Estimation for Domestic Use Water Reduction
Sl.
No.
Category
1
2
3
4
5
Drinking Water
Bathing
Flushing
Washing
Miscellaneous
Per Capita
Total
Requirement
Normative Water
consumption
(in lpcd)
07
20
45
40
23
Normative in Water
Consumption
(in lpcd )
07
20
21
15
23
Reduction
(in % )
123
86
36
53
62
-
Source: Manual on Construction Projects, Central Pollution Control Board, Government of India, New Delhi
2.8.4 Water Conservation in Landscaping
Landscape forms an important part of the building environment. This is constituted by combination
of vegetation, paving and various other landscape features such as water bodies. The vegetation
includes lawns, shrubs, herbs and trees. In general, the water demand for lawns and shrubs are
higher as compared to trees, which does not require or require less water after establishment. In
addition, native species also require less water.
Estimation of Water Demand for Landscape
The water requirement of the landscape can be estimated using the following equation:
Water Requirement =
(lpd)
(Canopy area (m2) x Evapo-transpiration rate (mpd) x plant factor x 1000)
Irrigation Efficiency
•
Monthly Evapotranspiration rate (ET0): The potential evapo-transpiration rate (PET)
is the climate factor, refers to the amount of water required by the plant for healthy
growth (depending on the climate). Evapo-transpiration rate determines the rate at which
plants lose water through evaporation. It is affected by humidity and temperature at a
given time. These rates vary with the season and are different for different months.
•
Canopy area is the area covered by shrubs, grass covers, and for trees it is the plan
view and is assumed as 25 m2 per tree.
•
The plant factors are categorized as- (i) 1 for evergreen fruit trees, small shrubs, lush
ground covers; (ii) 0.7 for Newly planted native plants in semiarid and arid regions;
ornamental or shade trees and shrubs native to more humid areas (iii) 0.4 for plants
native to the areas.
Measures for Reducing Water Demand for Landscape:
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The water consumption for the gardening depends on the type of plant species and the plant
factors. As the plant factor for native species and trees is the minimum, one of the options to
reduce the water demand for gardening is to include more native species and low water
consuming species. Other options include use of efficient fixtures for watering, following
certain best practices to minimize losses and optimize consumption.
Efficient Irrigation Equipment:
Drip irrigation: To save water, drip irrigation is an efficient technique as it prevents loss of water
due to evaporation, run–off and percolation. Further, it has a better control and facilitates uniform
water distribution. However, this system cannot be used for lawns and ground covers but for non –
native turf and other non-xerophytes plants.
Sprinkler irrigation: Sprinkler irrigation system requires a network of pipes and pumping system to
maintain sufficient pressure for uniform distribution. It is best suited for areas with sandy soils which
have high infiltration rates. To prevent water logging, the system should be designed in such a way
that infiltration rate exceeds the application rate. Sprinklers which can produce fine sprays are more
efficient as compared to those that produce large water droplets. The efficiencies of irrigation
systems differ widely. Further, to improve the efficiency certain measures can be followed, which
includes use of a pressure regulator for pressures greater than 30 psi which will significantly reduce
the loss during watering.
Efficient central systems: An auto irrigation system with programmed time schedule can be
installed for optimal use of water. To avoid over watering particularly during the rainy season, a rain
shut-off device and soil moisture sensor should be used. It is also advisable to group the plants
based on their water needs to minimize water loss.
Fixed time schedule for watering: Time schedule for watering of plants plays an important role in
saving water. Irrigation should be done during the coolest time of the day (early mornings and
evenings) to avoid loss due to evaporation and wind drift. Also, the frequency of irrigation should be
reduced during the winters. Regular flushing of the irrigation lines and other parts should be done. The
use of combination of mitigation options can result in savings of water as indicated in Table 2.3.
The table indicates the reduction in water that is possible by stepwise reduction in areas of high
water consuming species. By reducing the lawn area by 50% and replacing it with shrubs, it is
possible to achieve 32 % savings and by further introducing native species to the level of 25%,
further increase in savings of 42% is achieved.
Table 2-5: Estimated Saving of Water
S.
No.
1
100%
Lawn
Saving in %
%
50% Lawn: 50%
Shrubs
32
50% Lawn: 25% Shrubs:
25% Native
42
100% native
64
Source: Manual on Construction Projects, Central Pollution Control Board, Government of India, New Delhi
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
2-13
2.8.5 Water Use during Construction
Water used shall be clean and reasonably free from injurious quantities of deleterious materials
such as oils, acids, alkalis, salts and microbial growth. Generally, potable water shall be used.
Where water can be shown to contain any sugar or an excess of acid, alkali or salt, that water
should not be used. As a guide, the following concentrations may be taken to represent the
maximum permissible limits of deleterious materials in water.
Limits of acidity: To neutralize 200 ml sample of water, it should not require more than 2 ml of 0.1
N caustic soda solutions.
Limits of Alkalinities: To neutralize 200 ml sample of water it should not acquire more than 0.1 ml
of N hydrochloric acid.
Percentage of solids should not exceed:
Organic
200 ppm (0.02%)
Inorganic
3000 ppm (0.30%)
Sulphate
500 ppm (0.05%)
Alkali chlorides
1000 ppm (0.1%)
Measures for reducing water demand during construction
To avoid wastage of curing water, following guidelines are to be followed:
• Curing water should be sprayed on concrete structures; free flow of water should not be
allowed for curing.
• After liberal curing on the first day, all concrete structures should be painted with curing
chemical to save water. This will stop daily water curing hence save water.
• Concrete structures should be covered with thick cloth/gunny bags and then water should be
sprayed on them. This would avoid water rebound and will ensure sustained and complete
curing.
• Ponds should be made using cement and sand mortar to avoid water flowing away from the flat
surface while curing.
• Water ponding should be done on all sunken slabs; this would also highlight the importance of
having an impervious form work.
2.9 WATER REQUIREMENT
2.9.1 Water Source & Demand
At the present time Lucknow Airport using the ground water and source of required water for the
proposed project will be same. Water supply for the Terminal Building is direct water supply through
pump and for Terminal Building 2 use the underground sump (800KLD).
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CHAPTER-2: PROJECT DESCRIPTION
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During the construction stage, water will be sourced primarily through tankers arranged by the
contractors as per PWD specifications. Table 2.6 provides the water requirement details during
rainy & non rainy seasons.
Figure 2-4 : Water Flow Chart during Non-Rainy Season
Figure 2-5 : Water Flow Chart during Rainy Season
PROJECT PROPONENT
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ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR THE EXPANSION
UTTAR PRADESH.
OF
NEW INTEGRATED TERMINAL BUILDING
OF
LUCKNOW INTERNATIONAL AIRPORT AT AMAUSI, LUCKNOW,
2-15
Table 2-6: Estimated of Water Requirement during Non- Rainy Season
Total
Fresh
80%
Recycled
95%
Total
96.0
171.0
267.0
0.0
70.0
56.0
0.0
56.0
48.0
42.0
90.0
38.4
39.9
78.3
21
0.0
0.0
0.0
0.0
0.0
0.0
18
13.0
4.5
17.5
10.4
4.3
14.7
20.5
147.9
168.4
0
0
0.0
0.0
23.8
374.4
23.8
0
0
0.0
669.7
200.8
215.2
374.4®
13.5
0.0
0.0
13.5
10.8
0.0
0.0
10.8
0.0
0.0
0.0
0.0
10.8
0.0
0.0
10.8
Passengers-numbers.
12000
10
b
Visitors-numbers.
10000
7
-
70.0
c
Airport Staff-numbers
2000
24
21
d
0
65
250
52
f
Residential Area-population
Kitchen, floor washing
& Restaurant -seats
Landscaping-m2
56146.0
-
g
HVAC -TR
e
160
0
Total Water Demand in KLD
B
a
b
C
Daily Labour
300
45
Residential Labour
0
86
Officials
0
45
Total Water Demand in KLD
Wastewater Generation
(KLD)
300.0
A
a
Recycled
Water Requirement
in KLD**
Fresh
Quantity
Recycled
Parameters
Fresh
S.
n
o
Water
Requiremen
t in LPCD
OPERATION PHASE
15
120.0 180.0
23760
295.3
CONSTRUCTION PHASE
0
13.5
0.0
0
0.0
0.0
0
0.0
0.0
13.5
0.0
Sewage
Treatment Plan
(10% excess) in
KLD
STP based on
MBBR
Technolo
gy 450
Septic Tanks
& Toilets
Source: Source: Technical Report Lucknow Airport
® Evaporation losses (41.6 KLD) considered
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CHAPTER-2: PROJECT DESCRIPTION
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Table 2-7: Estimated of Water Requirement during Rainy Season
Total
Fresh
80%
Recycled
95%
Total
96.0
171.0
267.0
0.0
70.0
56.0
0.0
56.0
48.0
42.0
90.0
38.4
39.9
78.3
21
0.0
0.0
0.0
0.0
0.0
0.0
18
13.0
4.5
17.5
10.4
4.3
14.7
0.0
0.0
0.0
0
0
0.0
23.8
23.8
0
0
0.0
250.3
501.3
200.8
215.2
374.4®
13.5
0.0
0.0
13.5
10.8
0.0
0.0
10.8
0.0
0.0
0.0
0.0
10.8
0.0
0.0
10.8
Passengers-numbers.
12000
10
b
Visitors-numbers.
10000
7
-
70.0
c
Airport Staff-numbers
2000
24
21
d
0
65
250
52
f
Residential Area-population
Kitchen, floor washing
& Restaurant -seats
Landscaping-m2
56146.0
-
g
HVAC -TR
e
160
Total Water Demand in KLD
B
a
b
C
Daily Labour
300
45
Residential Labour
0
86
Officials
0
45
Total Water Demand in KLD
Wastewater
Generation
(KLD)
300.0
A
a
Recycled
Water Requirement
in KLD**
Fresh
Quantity
Recycled
Parameters
Fresh
S.
n
o
Water
Requiremen
t in LPCD
OPERATION PHASE
15
120.0 180.0
23760
251.0
CONSTRUCTION PHASE
0
13.5
0.0
0
0.0
0.0
0
0.0
0.0
13.5
0.0
Sewage
Treatment Plan
(20% excess) in
KLD
STP based on
MBBR
Technolog
y 450
Septic Tanks
& Toilets
Source: Source: Technical Report Lucknow Airport
® Evaporation losses (41.6 KLD) considered
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR THE EXPANSION OF NEW INTEGRATED TERMINAL BUILDING
INTERNATIONAL AIRPORT AT AMAUSI, LUCKNOW, UTTAR PRADESH.
OF
LUCKNOW
2-17
2.9.2. Water Storage
Since the hours of supply may not be continuous, it is recommended to go for 3 days bulk storage
at the main receiving tanks, wherein the domestic water will receive the desired level of treatment.
Further to bulk storage, individual Buildings / Utility will have their own storage tanks catering to a
day’s requirement.
2.9.3. Water Distribution
Treated water will be pumped into the main header pipe to distribute water to the storage tanks
located in the individual building / utilities i.e. Terminal Building, Maintenance Building, ATC Tower,
Commercial Building, Shopping Area and Admin Office Building.
Storage tanks in individual buildings will have solenoid controls to regulate & control the inflow.
From these storage tanks water will be pumped into the internal plumbing system of respective
buildings through variable speed hydro-pneumatic pumps.
The Terminal buildings, especially, will witness periodic peak flow surge along with relatively very
low demand periods. It is recommended for optimization of energy to go for multiple pump
configurations to offset such variance in demand. It is proposed to integrate the water system with
Building Management controls.
2.10 WASTEWATER GENERATION AND TREATMENT
The main source of drainage generation will be the discharges from toilets (water closet), urinals,
sinks, pantry’s, kitchen and other similar utilities. Capacity of 160 KLD SBT based green technology
already installed for existing Lucknow Airport at Terminal Building 1 and 2. However civil structures
available for the capacity of 300 KLD for future expansion.
The total water requirement in operation phase will be 501.3 KLD & 13.5 KLD for construction
phase and the waste water generation amount is 374.4 KLD in operation phase & 10.8 KLD in
construction Phase. The wastewater will be treated in 450 KLD Moving Bed Bio Film Reactor
(MBBR)
The MBBR technology has following advantages:
• It provides primary, secondary and tertiary treatment all in one unit, in a single
evergreen facility open to atmosphere.
•
•
•
•
•
It is very simple to operate, maintain.
It does not require skilled man-power.
It is cost competitive particular with reference to O&M cost.
No pre-treatment
No chemical usage
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CHAPTER-2: PROJECT DESCRIPTION
2-18
•
•
•
•
•
•
•
•
Absence of any moving part
Odour-free
Low energy requirement and
Green environment are its unique features.
The process can be run on batch or continuous mode.
No sludge production
Mechanical aeration is not required.
The overall time of operation is 6-7 hours per day. The soil biotechnology system
bed is dried prior to next cycle of use.
Standards of drinking water are given in Table 2.8.
Table 2-8: Water Quality Criteria as per CPCB
Designated-Best-Use
Class of water
Criteria
Drinking Water Source without
A
▪ Total Coliform Organism MPN/100ml shall be 50 or
conventional treatment but after
less
disinfection
▪ pH between 6.5 and 8.5
▪ Dissolved Oxygen 6mg/l or more
▪ Biochemical Oxygen Demand 5 days 20°C 2mg/l or
less
Outdoor bathing (Organized)
B
▪ Total Coliform Organism MPN/100ml shall be 500
or less pH between 6.5 and 8.5 Dissolved Oxygen
5mg/l or more
▪ Biochemical Oxygen Demand 5 days 20°C 3mg/l or
less
Drinking water source after
C
▪ Total Coliform Organism MPN/100ml shall be 5000
conventional treatment and
or less pH between 6 to 9 Dissolved Oxygen 4mg/l
disinfection
or more
▪ Biochemical Oxygen Demand 5 days 20°C 3mg/l or
less
Propagation of Wild life and Fisheries
D
▪ pH between 6.5 to 8.5 Dissolved Oxygen 4mg/l or
more
▪ Free Ammonia (as N) 1.2 mg/l or less
Irrigation, Industrial Cooling,
E
▪ pH between 6.0 to 8.5
Controlled Waste disposal
▪ Electrical Conductivity at 25°C micro mhos/cm
Max.2250
▪ Sodium absorption Ratio Max. 26
▪ Boron Max. 2mg/l
Below - E
▪ Not Meeting A, B, C, D & E Criteria
Source: CPCB
Notes: A= Drinking Water Source without conventional treatment but after disinfection; B= Outdoor bathing (Organised); C= Drinking water
source after conventional treatment and disinfection; D= Propagation of Wild life and Fisheries; E= Irrigation, Industrial Cooling, Controlled
Waste disposal Source: Central Pollution Control Board, Government of India, New Delhi
Moving bed biofilm reactor (MBBR) system consists of an aeration tank (similar to a activated
sludge tank) with special plastic carriers that provide a surface where a biofilm can grow. The
carriers are made of a material with a density close to the density of water. MBBR systems are
constructed from RCC, stone-masonry or soil bunds. It consists of raw water tank, bioreactor
containment, treated water tank, piping and pumps. MBBR systems don't need a recycling of the
sludge, which is the case with activated sludge systems.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR THE EXPANSION OF NEW INTEGRATED TERMINAL BUILDING
INTERNATIONAL AIRPORT AT AMAUSI, LUCKNOW, UTTAR PRADESH.
OF
LUCKNOW
2-19
Current STP meets the standards especially for pH, BOD and suspended solids (SS) parameters,
depicted below:
Table 2-9: Design Characteristics of treated and Untreated Effluent
Sl. no.
1
2
3
4
5
Parameters
pH
BOD5
Suspended Solids
COD
Oil & Grease
Untreated Effluent
7.5-8.5
250-400 mg/L
200-450 mg/L
600-800 mg/L
-50 mg/L
Treated Effluent
6.0-8.5
<20 mg/L
<10 mg/L
<60 mg/L
<5 mg/L
Source: Technical Report Lucknow Airport
2.11 POWER REQUIREMENT & SUPPLY
Total electrical load of existing airport is 2431 KW, drawn from existing lines of Uttar Pradesh
Vidyut Vitran Nigam.
Presently 6x750 KVA DG sets available in existing airport for power backup. The electrical supply
system includes HT panel, DG set, Transformer and other LT panels. The essential electrical
services shall be backed with DG sets along with PLC panel. All the electrical HT & LT cables shall
be laid as per the stipulations of CPWD specifications. However, the number of D.G. sets (backup
sources) will be installed as per the requirement for the expansion of the proposed project.
2.12 SOLID WASTE MANAGEMENT
In Construction phase: Solid waste during construction phase will be collected and disposed as per
established laws and Procedures. The Organic waste will be treated at site.
In Operation phase: Twin bin waste collection system– green bins for bio-degradable wastes and
blue bins for non-biodegradable wastes shall be provided. Waste collection shall be done and
temporarily stored at identified locations before disposing as per established laws and procedures
as per Lucknow Municipality waste disposal site.
Hazardous waste shall be treated in accordance with Hazardous Waste Management Rules 2008,
Batteries waste shall be handled in accordance with Batteries Management Rules, 2010 and E
waste as per E-waste Guidelines, 2008.
Bio Medical Waste shall be collected and disposed in accordance with Bio Medical Waste
(Management and Handling) Rules, 1998.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER-2: PROJECT DESCRIPTION
2-20
2.13 FIRE SAFETY
On the present day Lucknow Airport has existing facility of CAT VIII fire station. Further, there is a
proposal of construction of fire station of CAT IX & sub fire station of CAT IV, which shall be taken
up shortly.
2.14 ELECTRICAL SYSTEMS
• The cooling requirements for the proposed project have been estimated on the
basis of the following design assumptions.
• Internal and external electrification for Terminal Building Complex, associated
buildings, Car Park and roads.
• Augmentation of main power supply, Substation Equipment, DG Sets for
Secondary Power supply and associated ancillary buildings.
• Sub-station, A/C plant room and related service facilities. Provision should be made
for the AC Plant Room vertical through AHU rooms, backup generators for
essential services, etc in the lower ground floor.
• Provision of central air-conditioning & ventilation (HVAC) system & BMS for New
Terminal Building.
• Provision of conveyor belts with In-line X-ray inspection System and other
equipment at departure area and inclined carousels at Arrival hall.
• Provision of fire detection & alarm system, provision for fire hydrants and water
sprinklers system as per standards along with fire extinguishers.
• Escalators & Elevators with matching stair case.
• Provision for Passenger Boarding Bridges (PBB) for the specified parking stands.
• Provision of automatic sliding doors at exit and entry points of terminal.
• Provision of adequate number of Signage of world class standard, inside and
outside the terminal building, car park area & City side approach road and air side
area for guidance of passengers and visitors.
2.15 NOISE AND VIBRATION CONTROLS
The air conditioning contractor must take all necessary precautions to have minimum noise
generation and its transmission. Minimum vibration as permitted by IS relevant code
shall be ensured. A few points for guidance only are given below:
• Double fire retardant flexible connections shall be provided from air discharge to
outlet of air- handler to the duct.
• Vibration isolation pads of suitable thickness commensurate to loading for isolation of
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR THE EXPANSION OF NEW INTEGRATED TERMINAL BUILDING
INTERNATIONAL AIRPORT AT AMAUSI, LUCKNOW, UTTAR PRADESH.
OF
LUCKNOW
2-21
vibration shall be provided under all equipment. In consultation with manufacturer for
proper selection of vibration isolators
• Flexible conduit connections of minimum diameter of 50mm to motors shall be
provided. All loops should be large enough to allow connections to remain flexible.
• All conduit connection where conduits are 60mm or larger shall be made of 1.2-meter
minimum length conduit installed in the shape of U and grossly slack to provide
maximum vibration isolation.
• The floor supported piping shall be mounted on pipe supports with 7.5mm ribbed
neoprene pads between the base plate of the pipes and the floors.
• All items suspended from false ceiling shall be isolated on separate hangers.
• In case of ducts, conduits, pipes & tubes the annular space between construction
and penetrating element shall be sealed with sand cement plaster.
• The supply duct starting from air handling unit & plenum shall be provided with 12
mm thick acoustic lining as indicated in the tender drawings.
• The air-conditioning contractor shall take all other precautions or shall make his
own arrangements even if not specified in the tender documents for eliminating high
noise levels & shall minimize vibrations in all mechanical equipment without any
additional cost.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
80°51'0"E
80°54'0"E
80°57'0"E
Key Map of Uttar Pradesh
81°0'0"E
26°51'0"N
±
Project Site
26°51'0"N
80°48'0"E
!
P
¯
Scale: Not to Scale
Source: http://updes.up.nic.in/spatrika/engspatrika/images/mandal1.jpg
Legend
26°48'0"N
26°48'0"N
Project site
Study Area Map
Settlements
Streams
Roads
Railway
Forest
Ponds
Vegetation
Contours
26°45'0"N
26°45'0"N
Locations
Source:
1. SoI Toposheet Nos 63 B/9, 63 B/10, 63 B/13, 63 B/14, 63 F/1 & 63 F/2
2. Project Layout Plan, AAI
3. Google Satellite Imagery, 2016
Software Used:
1. ArcGIS 10.1, 2. AutoCAD 2012, 3. ER Mapper 7, 4. Erdas Imagine 10
Figure 2.1:
Study Area Map
26°42'0"N
26°42'0"N
Project:
Expansion of Lucknow Airport
Amausi, District: Lucknow, Uttar Pradesh
Project Proponent:
Airports Authority of India, Lucknow
Environment Consultant:
GREENCINDIA Consulting Private Limited
(An ISO:9001 QMS, ISO: 14001 EMS & OHSAS: 18001 H&S MS Certified by BSI)
QCI-NABET Accrediate Environment Consultant Certificate No. NABET/EIA/RA 014/041
Graphic Scale:
0
950
1,900
Checked By:
26°39'0"N
26°39'0"N
Drafted By:
80°48'0"E
© GREENCINDIA Consulting Private Limited, 2017
80°51'0"E
80°54'0"E
80°57'0"E
81°0'0"E
Date
3,800
5,700
7,600 m
Approved By:
14/01/2017
Revision
00
Path: D:\GreenC\Projects I\Mapping\Lucknow\Re Shp\Study Area Map.mxd
80°48'0"E
80°51'0"E
80°54'0"E
80°57'0"E
81°0'0"E
Key Map of Uttar Pradesh
81°3'0"E
±
Musabagh PF
11.5km, NNW
Project Site
26°54'0"N
80°45'0"E
26°54'0"N
26°51'0"N
!
P
26°51'0"N
80°42'0"E
Gomti River
10.8km, NE
¯
Scale: Not to Scale
Source: http://updes.up.nic.in/spatrika/engspatrika/images/mandal1.jpg
Legend
Project site
15 km Buffer
26°48'0"N
26°48'0"N
Settlements
Streams
Roads
Railway
Forest
Ponds
Vegetation
Locations
26°45'0"N
26°45'0"N
Contours
Source:
1. SoI Toposheet Nos 63 B/9, 63 B/10, 63 B/13, 63 B/14, 63 F/1 & 63 F/2
2. Project Layout Plan, AAI
3. Google Satellite Imagery, 2016
26°42'0"N
26°42'0"N
Software Used:
1. ArcGIS 10.1, 2. AutoCAD 2012, 3. ER Mapper 7, 4. Erdas Imagine 10
Sai Nadi
13.0, SSW
Environment Sensitive Locations
Figure 0.00:
Project:
Expansion of Lucknow Airport
Amausi, District: Lucknow, Uttar Pradesh
Project Proponent:
Airports Authority of India, Lucknow
26°39'0"N
26°39'0"N
Goura RF
13.3, SE
Environment Consultant:
GREENCINDIA Consulting Private Limited
(An ISO:9001 QMS, ISO: 14001 EMS & OHSAS: 18001 H&S MS Certified by BSI)
QCI-NABET Accrediate Environment Consultant Certificate No. NABET/EIA/RA 014/041
Graphic Scale:
0
1,300
2,600
80°45'0"E
© GREENCINDIA Consulting Private Limited, 2017
80°48'0"E
80°51'0"E
80°54'0"E
80°57'0"E
81°0'0"E
81°3'0"E
26°36'0"N
80°42'0"E
Revision
7,800
Checked By:
Drafted By:
Date
5,200
10,400 m
Approved By:
14/01/2017
00
Path: D:\GreenC\Projects I\Mapping\Lucknow\Re Shp\Env Sen Map.mxd
CHAPTER 3
SITE ANALYSIS
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
3.
3-1
SITE ANALYSIS
3.1 INTRODUCTION
Site analysis is a pre-design research activity which focuses on existing and potential conditions
on and around the building site. It is an inventory of the site factors and forces, and how they
coexist and interact. The purpose of the analysis is to provide thorough information about the
site assets and liabilities prior to starting the design process. The typical site analysis includes
the site location and size, neighborhood context, zoning, legal aspects, geology, physiographic
(natural and man-made features), hydrology, soils, vegetation, wildlife, climate, culture,
pedestrian and vehicular circulation, access, utilities, historic factors, density, sensory stimuli,
and any other factor deemed appropriate for the particular site. This chapter discusses the site
Profile, landform, and existing land use and drainage pattern. The land details, climate and
Metrological parameters are also described in various sections of this chapter.
3.2 LOCATION & CONNECTIVITY
The site selected for new terminal building & commercial facilities is proposed at existing land of
Lucknow International Airport which is located adjacent with National Highway 25 (LucknowShivpuri). The nearest railway station is at Amausi, 2.8 km away from the proposed site.
3.3 PHYSIOGRAPHY
The Lucknow airport is existing and the proposed project is only for development of new
terminal building and commercial facilities by demolishing terminal -1. All infrastructures are
available there. Surrounding to the exiting airport, the land-use is agricultural and settlement.
3.4 HYDROGEOLOGY
Around 85% of the land-area of Lucknow City is situated on the Central Ganga alluvial plain,
and stretches across both banks of the Gomti River– which is an entirely lowland river naturally
dependent on groundwater discharge for its dry-weather flow. The city is underlain by a large
thickness of Quaternary alluvial sands (at best of medium-grade) with occasional inter-bedded
silty clay.
Ground water occurs in the pore spaces of the unconsolidated alluvium sediments in the zone
of saturation under phreatic and semi-confined conditions. In deeper aquifer, it occurs under
semi confined to confined conditions.
3.5 GROUND WATER STATUS
On the basis of NHS1 & piezometers Pre-monsoon Depth to water in Post-monsoon is revealed
that shallowest water level less than 2 m & between 2-5 m occurs in the eastern part of district
in the Gosainganj block along the Sharda Sahyak Canal.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
3-2
CHAPTER-3: SITE ANALYSIS
Depth to water between 5 to 10 m occurs in the northern & southern part of districts in part of
Bakshi-Ka-Talab, Chinhat & Mohanlal ganj blocks. The western part of the district depth to
water ranges between 10-20 meters in Mal, Malihabad, part of of Bakshi-Ka-Talab. Kakori,
Sarojini Nagar & part of Chinhat blocks. Minimum water level of 1.80 mbgl was observed at
Gosainganj and maximum of 32.60 mbgl was observed at Gulistan Colony in the Lucknow town.
In the urban areas depth to water generally remains more than 20 mbgl.
Depth to water level in Post-monsoon period reveals that shallower water level less than 2 m
and between 2-5 m occurs in the north eastern part of the district (part of Gosainganj,
Mohanlalganj & Bakshi-Ka-Talab blocks) and in a small patch in the NW part of district (part of
Mal block along the canal). Depth to water level between 5-10 m generally remains in the
northern & southern part of the district (part of Mohanlalganj, Sarojini Nagar, Bakshi-Ka-Talab,
Mal & Malihabad). In the central part of district depth to water varies between 10 and 20 m
below ground level. More than 20 m depth to water has been observed in the city area in parts
of Chinhat & Sarojini Nagar blocks. Minimum depth to water
1.21 mbgl has been observed at Nagram & whereas maximum depth to water 32.11 mbgl has
been observed Gulistan Colony in Lucknow City area during Post-monsoon period. The overall
level of development of Lucknow district is 81.21%.
3.6 LAND OWNERSHIP
Total 1261.18 acres land belongs to the existing Lucknow Airport. The 69.37 acres of land
required which is also available for the proposed construction of Lucknow Airport. No additional
land needs to be purchased.
3.7 TOPOGRAPHY
The existing airport site is 4.2 km long in east-west direction & 2.0 km in north south direction at.
The total land proposed to be acquired for development of airport is 69.37 acres.
The identified site is located in plain surface with 123m (in East) to 128m (in West). The site is
having gentle slope from West to East. The site is developed as existing airport. All
infrastructures are available there. Surrounding this airport area land use is agricultural and
settlement.
3.8 EXISTING LAND USE PATTERN
The land use pattern indicates the manner in which different parts of land in the study area is
being utilized. It is an important indicator of environmental setting and human activity and a
degree of inter- play between these two important parameters. The land is being used for
existing airport purpose.
3.9 EXISTING INFRASTRUCTURE
The said project is modernization of Lucknow Airport in terms of new terminal building &
commercial facilities. It is well connected and just adjacent to National Highway No.-25
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
3-3
(Lucknow-Shivpuri Highway) in West and North-West direction. Lucknow city is located adjacent
to North direction which is also adjacent to project.
3.10 GEOLOGY & SOIL
The district forms a part of Ganga basin with
flat alluvial terrain. General elevation varies
from 103 m to 130 m above mean sea level.
The general slope of the district is south-east.
Geo-morphologically the district is divided into
two geomorphic units (i) Older flood plains & (ii)
Active flood plain. Older flood plains are
represented by two level of terraces viz
erosional terrace (Te) occupying at higher level
and Depositional terrace (Td) at lower
depressions. Older flood plain exists between
elevation of 103 and 110 mamsl. Both the
terraces are developed on the either side of
Gomti River. Erosional Terrace is also
developed along Sai Nadi. Active flood plains
are restricted to present day bank line of the
rivers. These are represented by land forms like point bars channel bars and lateral bars.
Quaternary sediments have been divided upto older & newer alluvium. The older alluvium is
comprised of grey to brown colored silt clay and sand with or without Kankar of middle to late
Pleistocene age. The Newer alluvium overlies the older alluvium and has been sub divided into
terrace alluvium and channel alluvium & belongs to Holocene age. The newer alluvium
comprises of light Khaki grey silt, clay and fine to medium and coarse grained grey sand which
is micaceous in nature.
Soil- Soils in the district exhibits a wide variation in composition texture and appearance. The
major position of the district is occupied by soils locally known as "Bhur" or "Silty Sand" on the
ridges. "Matiyar" or "Clay Soils" occurs along topographic lows and "Dumat or Loamy soils" in
the level lands Clay is dominant in the areas where "Reh" (Usar) prevails. Along the river
valleys, a very fertile soil called "Dumat" is prevalent which is youngest.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
3-4
CHAPTER-3: SITE ANALYSIS
3.11 METEOROLOGY & CLIMATOLOGY
The data obtained from the Meteorological Department of India for Lucknow (Amausi)
observatory has been utilized. The maximum rainfall over 24 hours occurred during the period
1961-1990 is 272.4 mm in July 1960 and the average number of rainy days is about 46.8 in a
year.
Climatic Condition (30-years IMD Data)
Summary of 30 years average data is presented in the Table 3.1 below:
Table 3-1: Climatological data as per IMD Lucknow (Amausi) 1971–2000
S.No
Parameters
1
Rainfall in mm
2
Temperature
(Mean Daily
Temp. in 0C)
Description of the Season
Total Annual average Rainfall is 990.1 mm
Months
Total rainfall (in mm)
Winter
December
12.6
(Dec to Feb)
January
20.2
February
16
Total
48.8
March
10
Summer
April
5
(Mar to May)
May
18.4
Total
33.4
June
122.9
Monsoon
July
269.9
(June to Sept)
August
255.3
September
211.5
Total
859.6
October
40.9
Post-Monsoon
November
7.4
(Oct to Dec)
December
12.6
Total
60.9
Months
Max
Min
Avg
Dec
24.6
8.4
16.5
Winter
Jan
22.5
7.5
15.0
(Dec to Feb)
Feb
25.8
9.8
17.8
Average
24.3
8.6
16.4
Mar
32.0
14.5
23.3
Summer
Apr
38.0
20.5
29.3
(Mar to May)
May
40.0
24.6
32.3
Average
36.7
19.9
28.3
June
38.4
26.7
32.6
Jul
33.9
26.0
30.0
Monsoon (June to
Sept)
Aug
33.2
25.6
29.4
Sep
33.1
24.1
28.6
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
Post-Monsoon (Oct to
Dec)
Winter (Dec to Feb)
Summer (Mar to May)
3
Relative
Humidity in per
cent
Monsoon (June to
Sept)
Post-Monsoon (Oct to
Dec)
Winter (Dec to Feb)
Summer (Mar to May)
4
Wind-speed
Monso17on (June to
Sept)
Post-Monsoon (Oct to
Dec)
Average
Oct
Nov
Dec
Average
Month
Dec
Jan
Feb
Average
Mar
Apr
May
Average
Jun
July
Aug
Sep
Average
Oct
Nov
December
Average
Month
Dec
Jan
Feb
Average
Mar
Apr
May
Average
Jun
July
Aug
Sep
Average
Oct
Nov
Dec
Average
3-5
34.7
25.6
30.1
32.8
19.1
26.0
29.2
12.8
21.0
24.6
8.4
16.5
28.9
13.4
21.2
08.30 hrs
17:30 hrs
83
61
86
57
75
45
67.8
54.3
59
32
42
24
48
29
39.0
28.3
64
48
82
73
85
77
83
74
73.3
68.0
75
63
75
59
83
61
69.3
61.0
Speed (kmph)
1.9
3
4
2.9
5.4
6.9
6
6.1
4.9
4.2
4
3.2
4.1
1.9
1.5
1.9
1.8
Source: Climatological Table 1971 – 2000, Indian Meteorological Department, Govt. of India, New Delhi
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
3-6
CHAPTER-3: SITE ANALYSIS
The wind rose for the entire year is given below
Figure 3-1 : Summer Wind Pattern
Figure 3-2 : Annual Wind Pattern
The Climate of the district is normally good and healthy. January, February and March months
are usually pleasant with moderate winds. May is hottest months of the year; during these
months the wind shifts to West and South-East with increased force. During the succeeding four
months the wind blows from Western and North-Western side in Major parts of the district and
brings fair quantum of rainfall.
3.12 SEISMICITY
Lucknow falls on zone III seismic zone which is moderate damage risk zone (MSK VII).
Figure 3-3 : Seismicity of Proposed Project (Uttar Pradesh)
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
3-7
3.13 WIND HAZARD
As per the meteorological information gathered from the Meteorological Department of India, the
following is also observed:
Hail
Thunder
Fog
Dust Storm
Squall
:
:
:
:
:
On an average hail observed on only 0.6 days in period of year
On an average thunder observed on only 46.9 days in period of year.
On an average fog observed 23.1 days in the area round period of year.
On an average Dust Storm observed on only 7.5 days in period of year.
On an average 1.2 days Squall being ever been observed in period of year.
On the bases of these observation, following suggestions are as:
•
•
•
•
•
•
•
The project is coming under Very High Damage Risk Zone-A (Vb=55 m/s) as per Wind &
Cyclone hazard map of India.
Building strong engineered structures to withstand wind speed.
Proper plantation will be developed to prevent soil erosion.
Future critical facilities will not be located in areas of accelerated winds.
The roofs of existing critical facilities should be retrofitted to a higher standard to ensure
wind resistance.
Building openings such as windows and doors also suffer damage from high velocity
winds.
These openings if not constructed of wood or metal should be protected with shutters or
temporary covers of adequate design
3.14 SOCIAL INFRASTRUCTURE
Social Infrastructure available
The all types of social infrastructure and facilities are available at Lucknow which is located near
from the Lucknow Airport.
•
•
•
•
•
•
•
•
•
•
•
Hospital with ambulance;
Banks;
Post office;
Bus station;
Fire station;
Secondary school;
Police station;
Shopping complex;
Sports infrastructure;
Community halls;
Primary health care centres.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER 4
PLANNING
CONSIDERATION
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
4-1
4. PLANNING CONSIDERATION
4.1 INTRODUCTION
The purpose of this chapter is to present the Planning Concepts for Lucknow Airport, in terms of
both their vision and reasoning. Therefore, several basic assumptions have been established,
which are intended to direct the future planning of the Airport. These assumptions are supported
by the aviation activity forecasts and include a commitment for continued airport operation, which
supports local and regional needs.
Airport planning and design primarily depends upon availability of land, its topography, orientation,
accessibility, etc. Traffic is the other major factor that decides the size of runway, terminal building
and other related infrastructure required for the proposed airport. The site and traffic studies have
been discussed in the preceding chapters. Based on the site and traffic studies the planning and
conceptual design of the proposed airport is discussed in this chapter.
4.2 PLANNING CONCEPT
The airport is not only for interstate transportation but also national and international transportation
and also carriage transport. Aerodrome code of Lucknow airport is 4D. Aerodrome Reference
Code is defined by the characteristics of the aircraft intended to use the airport. The parameters to
categorize the Aerodrome reference code by ICAO are mentioned in Table 4.1
Table 4-1: Categories of Aerodrome based on Aeroplane Reference Field Length
Code Number
1
2
3
4
Aero plane reference field length
Less than 800m
800m up to 1200m but not including 1200m
1200m up to 18000m but not including 1800m
Over 1800m
Source: ICAO
Table 4-2: Categories of Aerodrome based on Wing Span & Outer Main Gear Wheel Span
Code Letter
A
B
C
D
E
F
Wing span
Up to and not including 15m
15m up to and not including 24m
24m up to and not including 36m
36m up to and not including 52m
52mup to and not including 65m
65m up to and not including 80m
Outer main gear wheel span
Up to and not including 4.5m
4.5m up to and not including 6m
6m up to and not including 9m
9m up to and not including 14m
9m up to and not including 14m
14m up to and not including 16m
Source: ICAO
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
4-2
CHAPTER-4: PLANNING CONSIDERATION
4.3 EXISTING FEATURES OF LUCKNOW AIRPORT
4.3.1 TERMINAL BUILDING
Terminal Building (T1):
In 1995 Terminal Building 1 was constructed at Lucknow Airport for 500 (Pax). Presently Terminal
Building 1 holds an area of 8,965 Sq. m. with 10 numbers of Checking Counter facilities. Currently
in Terminal Building has 10 Numbers of Check-in-counter-10, 6 numbers of Immigration Counter,
1 Departure Counter, 6 Arrival Counters and 4 Custom Counters.
Terminal Building (T2):
In 2012 Terminal Building 2 was constructed at Lucknow Airport for 500 (Pax). Presently Terminal
Building 2 holds an area of 20,850 Sq. m. with 16 numbers of Checking Counter and 3 Frisking
Counter.
4.3.2 Runway Orientation
The orientation of the runway for Lucknow airport is 09-27, West-East direction. The data on
intensity and prevailing wind directions for Lucknow, noted from climatological tables by
Meteorological Department of India for nearest observatory at Lucknow have been analyzed.
4.3.3 Runway Length
There is one runway with the following dimensions:
Table 4-3: Dimension of various parameters of Proposed Airport
Name
Length
Width
Runway Strip
Runway End Safety Area( RESA)
Threshold displaced
Dimension
2742 m
45 m
2862 x 150 m
09 End-90 x 150 m, 27 End -115 x 150 mtr
157 m at 09 end
Source: Technical Report Lucknow Airport
4.3.4 Runway Geometry
The runway is for Code 4D. The width of the runway is 45 m and length of 2742 m. The orientation
of the runway for Lucknow airport is 09-27, West-East direction. The permissible values of slopes
as per ICAO are given in Table 4.4 below:
Table 4-4: Dimension of various parameters of Proposed Airport
Name
Runway
Slope
Longitudinal
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
Permissible
1.25% (Max.) with Max. slope of 0.8% in the last
quarters on both ends and overall slope not to exceed
1.00%
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
Name
Runway Strip
Taxiway
Slope
Transverse
Longitudinal
Transverse
Longitudinal
Transverse
Taxiway Strip
Transverse
Apron
Longitudinal
Transverse
4-3
Permissible
1.50% (Max.) 1.00% (Min.)
1.50% (Max.)
2.50% (Max.)
1.50% (Max.)
1.50% (Max.)
2.50% (Max. Downward)
0.50% (Max. Upward)
1.00% (Max.)
1.00% (Max.)
Source: ICAO
4.3.5 Taxiway
The taxiway system is planned with the flexibility for future demand. Space for a parallel taxiway
along the length of the runways is provided. The initial phase will only have an apron taxiway and
two perpendicular exit taxiways connecting the apron. Details of dimension of taxiway are given
below:
• Taxi A- for VIP Apron- 252 x 23m.
• Taxi B&C- 207 x 23 m
• Taxi D- 245 x 23 m
• Taxi E- 223 x 23 m
• Lima Taxi – 88 x 23 m (for joining the Main Apron & VIP Apron)
• Taxi M- Isolation bay 61 x 23 m
4.3.6 Apron
There is two types of Apron exists at Lucknow airport. Apron having dimension of 985m x 140m,
for 14 bays and VIP Apron capacity of 4 bays for C-90/ B-200 aircraft.
4.3.7 Isolation Bay
Isolation Bay is constructed with the dimension of 61 m x 61 m. Available for C Type Aircraft at
Right side on 09 End.
4.3.8 Pavement
Aprons and aircraft stands shall be constructed as rigid pavement. Concrete pavements are
necessary on aprons since fuel spillage during re-fueling is likely to occur. Flexible pavements are
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
4-4
CHAPTER-4: PLANNING CONSIDERATION
not able to withstand fuel spillage or high temperatures of summer in combination with static loads
from aircraft without being damaged.
Taxiways can be constructed both as rigid and flexible pavements. Both pavement types have
advantages and disadvantages but none of the disadvantages are of such a character that one
type is preferred over other. It should therefore be left to the detailed design to find the most
economically beneficial pavement type.
4.3.9 Parking Space
In Lucknow Airport presently Terminal Building has a capacity of 250 vehicles and Terminal
Building has capacity of 350 vehicles with 10 no of Buses parking.
4.3.10 DVOR
Available. VOR check point –b-287°/0.6NM for LKN VOR.
4.3.11 Perimeter Road/ Boundary Wall
Approximately 10,475 m peripheral road is present at this airport.
4.3.12 Security Watch Tower
Total 14 Nos. of security watch tower exists in this airport (4Nos. of Watch Tower and 10 Nos. of
Watch Paints due Height Restrictions).
4.3.13 Fire Station
CAT –VIII level fire station presently available at Lucknow Airport.
4.4 CIVIL WORKS FOR EXPANSION
4.4.1 Passenger Terminal Building
A new passenger terminal is planned to be completed with an area of 1, 00,000 Sq. m
Construction of a new centrally air-conditioned Modular Integrated Terminal Building of 1,00,000
Sq. m (excluding 20000 Sq. m Basement area). Considering fast growing air traffic and demand
for better passenger facilities an area of 15,000 Sq. m kept for retail commercial outlets/ retiring
rooms and airlines offices to tap future potential at the Airport. The building to be provided with
aesthetically appealing & soothing interior decoration matching the modern structure. Space
planning to ensure that no dead space/ Area is created in the building. The Terminal buildings
Departure area, Arrival area, Security hold area and Concourse area are to be provided with
adequate nos. of toilets for gents, ladies and differently-abled persons and drinking water. Suitable
number of ramps to be provided for entry and exit of differently- abled persons in departure and
arrival area. Provision of battery operated buggies for senior citizens I differently-abled persons as
per requirement.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
4-5
The design of Terminal building will include Media planning, Retail area planning, F & B plan, etc.
Overall planning of Building will capture local architectural features and it will be part of design
features of terminal. The design should include the required arrangement for its regular
maintenance so as to make it in-built part of execution. Solar power generation viz solar lighting,
solar roofing system, etc. will be provided. Maintenance friendly roofing & building facade system
including provision of regular cleaning with maintenance hoists, hooks, etc. including cat walk/
rope suspended platform/ gondola etc. will be provided.
4.4.2 Departure Area
The Terminal building with provision of Departure concourse, Check-in area with adequate
number of Check-in counters, immigration counters, back-up offices for airlines, baggage
conveyor belts, facilitation counter, weighing machines, counters etc.
4.4.3 Security Hold area
Security Hold area with Aerobridges and Bus Lounge with adequate seating arrangements and
separate security check & holding area and associated facilities.
The passenger frisking area in Security Hold with adequate space for locating required number of
DFMDs, frisking platforms, Inspection table for manual checking of hand baggage and adequate
space I rooms for Security staff. X-ray machine for hand baggage, isolated Smoking area with
proper ventilation in the security hold area.
Duty free/ Retail Area Creation of Retails lands Shops without affecting the passenger movement.
4.4.4 Food & Beverage Area
4.4.5 Arrival Area/ Baggage Claim Area
In ground floor Baggage Claim Area having adequate number of Baggage Conveyor Belts of
adequate size to be provided, space for storing baggage trolleys, mishandled baggage and
counters/ space for airlines and back up offices, and associated facilities.
Adequate space should be provided in the ground floor for required number of immigration &
custom counters, back-up offices, space for storing' baggage trolleys, space for storage of
mishandled baggage for airlines.
4.4.6 Common Concourse Area
Common concourse area in the ground floor to have provision for snack bar, travel requisite,
Bank/ ATM, post office, TR and Curio stall, drinking water, Meet-and-Greet area, first-aid room,
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
4-6
CHAPTER-4: PLANNING CONSIDERATION
facilitation counters, space for care taker office with store, Terminal Manager office with supporting
office for AAI and airlines, Conference Room and other facilities at suitable location. Airport
Director's office with associated office space, Conference hall, Retiring rooms, toilet for staff to be
provided.
4.4.7 Parking Area
Construction of multilevel car park for at least 1500 cars and surface parking for VIP cars &10
buses, Separate car/ scooter park area for AAI and airlines staff at appropriate location. Multilevel
Car Parking to be made for retailer in car parking area & it has to be developed on Built & Operate
System and shall include its space planning and mode/for its operations.
Development of four-lane vehicular road from Terminal Building/ Car parking with canopy covering
two lanes in front of the Terminal Building on the city side and connecting the main approach road
to the city.
4.4.8 Dismantling Works
Dismantling of terminal Building (T-1), AC plant room, CCR hall, Substation. Existing Cargo
Building, etc. falling in the location of the propose Terminal Building and reconstruct the AC plant
room, CCR hall and Substation in the service area with adequate capacities considering the
overall demand. New integrated terminal Building will be of capacity of capacity 1,15,000 Sq. m.
(including 20,000 Sq. m. basement area) with new commercial facilities. This will be adequate to
handle 4000 peak hour passengers (3200 Domestic and 800 International) with the recommended
area specifications and to match the level of services B as per IATA recommendations (growth
trend indicate a traffic of 0.89 million International passengers and 4.66 million Domestic
passengers by 2025-26).
4.5 MISCELLANEOUS CIVIL WORKS
•
Development of four-lane vehicular road from Terminal Building/ Car parking with canopy
covering two lanes in front of the Terminal Building on the city side and connecting the main
approach road to the city.
•
Provision of VIP/CIP lounges, provision of adequate number of chairs, furniture, furnishings
etc. in the departure lounge common concourse, check-in area, and security hold area and
arrival lounge.
•
Provision of water supply pumping arrangement system, Water Filtration, water cooler &
R.O/ U.V. Filters, Sewage Treatment Plant (STP), Effluent Treatment Plant (ETP) as per
norms and as per site conditions.
•
Horticulture-landscaping, drainage system, water supply, rain harvesting etc.
•
Driver's canteen and toilet facility on the city side.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
•
•
•
4-7
Sub-station, AC plant room and related service facilities. Provision should be made for the
AC Plant Room vertical through AHU rooms, backup generators for essential services, etc.
in the lower ground floor.
Provision of acoustics for effective functioning of PA system.
Providing city side compound wall depicting local architecture and with proper gates.
4.5.1 Electrical and Mechanical Works
• Internal and external electrification for Terminal Building Complex, associated buildings,
Car Park and roads.
• Augmentation of main power supply, Substation Equipment, DG Sets for Secondary
Power supply and associated ancillary buildings.
• Provision of central air-conditioning & ventilation (HVAC) system & BMS for New Terminal
Building.
• Provision of conveyor belts with In-line X-ray inspection System and other equipment at
departure area and inclined carousels at Arrival hall.
• Provision of fire detection & alarm system, provision for fire hydrants and water
sprinklers system as per standards along with fire extinguishers.
• Escalators & Elevators with matching staircase.
• Provision of Passenger Boarding Bridges (PBB) for the specified parking stands.
• . Provision of automatic sliding doors at exit and entry points of terminal.
• Provision of adequate number of Signage of world class standard, inside and outside the
terminal building, car park area & City side approach road and air side area for guidance
of passengers and visitors.
4.5.2 Airport System
• Passive and Active networking components such as OFC, UTP cabling, Routers, Core
& Access switches and accessories. Provision of Raceways, cable trays, and conducting
and cabling.
• Server room and adequate space for keeping network switches along with electrical power
points & UPS.
• Access Control System as per BCAS requirement.
• Provision of Internet, VPN bandwidth, Wi-Fi system.
• Public address system and car calling system.
• Surveillance Close circuit TV system (SCCTV) and provision of adequate number of
close circuit TV monitors, in the Security Control Room, Terminal Manager Room, APD
Office etc.
• Provision of Flight Information Display System (FIDS) with adequate number of Display
Devices in departure, arrival and security hold area for passenger facilitation.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
4-8
CHAPTER-4: PLANNING CONSIDERATION
• Provision of adequate number of X-ray machines for scanning Registered Baggage
(RB) I Hand Baggage (HB),' including provision of required number of ETDs, DFMDs &
HHMDs, as per BCAS norms.
• Provision of adequate no. of VHF FM Sets (Walkie-Talkie, Base Stations & Mobile Stations).
• Provision of Telephone Exchange I digital EPABXI IP EPABX system for Terminal
Building including telephone intercom instruments, wiring etc.
4.5.3 SUPPORT AMENITIES
The following facilities will be available in the proposed airport
•
•
•
•
•
•
•
•
Baggage handling system
Passenger boarding bridges
Flight information and displays
Sewage treatment facility
Firefighting system
Security equipments
Bookshop
Restaurant
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER 5
PROPOSED
INFRASTRUCTURE
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
5-1
5. PROPOSED INFRASTRUCTURE
5.1 THE PLAN
The Concept Plan for the Lucknow Airport defines the ultimate scope of the proposal and the
development of facilities in accordance with the requirements of traffic. Earlier discussion on Traffic
Analysis and Project Sizing are used as the basis for planning of the various components.
It is the overall objective of this effort to produce a balanced airside and landside complex to serve
forecast aviation demands. However, before defining and evaluating specific alternatives, airport
development objectives need to be outlined. The primary goal of the Master Plan is to define a
development concept which allows for the airport to be marketed, developed, and safely operated
for the betterment of the region and its users. With this in mind, the following development
objectives have been defined for this planning effort:
•
Maintain an attractive, efficient, and safe aviation facility in accordance with government,
state, and local regulations.
•
Develop facilities to efficiently serve general aviation users and encourage increased use of
the airport, including business and corporate activity.
•
Provide sufficient airside and landside capacity, efficiency, and safety through additional
facility improvements which will meet the long term planning horizon level of demand for the
airport and region.
•
Ensure that any recommended future development is environmentally compatible.
•
Enhance local economic development through maximizing the use of available property.
•
Identify opportunities for approved non-aeronautical use of certain areas on the airport to
further diversify airport facility revenue generating potentials.
The proposed project involves construction and development of a number of facilities which are
given below:
5.2 DETAILS OF PROPOSED INFRASTRUCTURE
5.2.1 Passenger Terminal Building
A new passenger terminal is planned to be completed with an area of 1,00,000 Sq. m. Construction
of a new centrally air-conditioned Modular Integrated Terminal Building of 1,00,000 Sq. m (excluding
PROJECT PROPONENT
ENVIRONMENT CONSULTANT
Airport Authority of India, Lucknow (U.P.)
Greencindia Consulting Private Limited (GCPL)
5-2
CHAPTER-5: PROPOSED INFRASTRUCTURE
20000 Sq. m Basement area). Considering fast growing air traffic and demand for better passenger
facilities an area of 15,000 Sq. m. kept for retail commercial outlets/ retiring rooms and airlines
offices to tap future potential at the Airport. The building to be provided with aesthetically appealing
& soothing interior decoration matching the modern structure. Space planning to ensure that no
dead space/ Area is created in the building. The Terminal buildings Departure area, Arrival area,
Security hold area and Concourse area are to be provided with adequate nos. of toilets for gents,
ladies and differently-abled persons and drinking water. Suitable number of ramps to be provided for
entry and exit of differently- abled persons in departure and arrival area. Provision of battery
operated buggies for senior citizens & differently-abled persons as per requirement.
The design of Terminal building will include Media planning, Retail area planning, F & B plan, etc.
Overall planning of Building will capture local architectural features and it will be part of design
features of terminal. The design should include the required arrangement for its regular
maintenance so as to make it in-built part of execution. Solar power generation viz solar lighting,
solar roofing system, etc. will be provided. Maintenance friendly roofing & building facade system
including provision of regular cleaning with maintenance hoists, hooks, etc. including cat walk/ rope
suspended platform/ gondola etc. will be provided.
5.2.2 Departure Area
The Terminal building with provision of Departure concourse, Check-in area with adequate number
of Check-in counters, immigration counters, back-up offices for airlines, baggage conveyor belts,
facilitation counter, weighing machines, counters etc.
5.2.3 Security Hold area
•
Security Hold area with Aerobridges and Bus Lounge with adequate seating arrangements
and separate security check & holding area and associated facilities.
•
The passenger frisking area in Security Hold with adequate space for locating required
number of DFMDs, frisking platforms, Inspection table for manual checking of hand baggage
and adequate space I rooms for Security staff. X-ray machine for hand baggage, isolated
Smoking area with proper ventilation in the security hold area.
5.2.4 Duty free/ Retail Area
Creation of duty free Retail Area/ Retails lands Shops without affecting the passenger movement.
5.2.5 Food & Beverage Area
Creation of food & beverage area as per the requirement without affecting the passengers
movement.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
5-3
5.2.6 Arrival Area/ Baggage Claim Area
•
In ground floor Baggage Claim Area having adequate number of Baggage Conveyor Belts of
adequate size to be provided, space for storing baggage trolleys, mishandled baggage and
counters/ space for airlines and back up offices, and associated facilities.
•
Adequate space should be provided in the ground floor for required number of immigration &
custom counters, back-up offices, space for storing' baggage trolleys, space for storage of
mishandled baggage for airlines.
5.2.7 Common Concourse Area
Common concourse area in the ground floor to have provision for snack bar, travel requisite, Bank/
ATM, post office, TR and Curio stall, drinking water, Meet-and-Greet area, first-aid room, facilitation
counters, space for care taker office with store, Terminal Manager office with supporting office for
AAI and airlines, Conference Room and other facilities at suitable location.
Airport Director's office with associated office space, Conference hall, Retiring rooms, toilet for staff
to be provided.
5.2.8 Parking Facilities
Construction of multilevel car park for at least 1500 cars and surface parking for VIP cars &10
buses, Separate car/ scooter park area for AAI and airlines staff at appropriate location. Multilevel
Car Parking to be made for retailer in car parking area & it has to be developed on Built & Operate
System and shall include its space planning and mode/for its operations.
Development of four-lane vehicular road from Terminal Building/ Car parking with canopy covering
two lanes in front of the Terminal Building on the city side and connecting the main approach road to
the city.
5.2.9 Dismantling Works
Dismantling of Terminal Building (T-1), AC plant room, CCR hall, Substation. Existing Cargo
Building etc. falling the location of the propose Terminal Building and reconstruct the AC plant room,
CCR hall and Substation in the service area with adequate capacities considering the overall
demand. Inplace of this mantling, new Integrated Terminal Building will be constructed having area
of 1,15,000 Sq. m. (including 20,000 Sq. m. basement area). This will be adequate to handle 4000
peak hour passengers (3200 Domestic and 800 International) with the recommended area
specifications and to match the level of services B as per IATA recommendations (growth trend
PROJECT PROPONENT
ENVIRONMENT CONSULTANT
Airport Authority of India, Lucknow (U.P.)
Greencindia Consulting Private Limited (GCPL)
5-4
CHAPTER-5: PROPOSED INFRASTRUCTURE
indicate a traffic of 0.89 million International passengers and 4.66 million Domestic passenger by
2025-26).
5.2.10 Miscellaneous civil works
•
Development of four-lane vehicular road from Terminal Building/ Car parking with canopy
covering two lanes in front of the Terminal Building on the city side and connecting the main
approach road to the city.
•
Provision of VIP/CIP lounges, provision of adequate number of chairs, furniture, furnishings
etc. in the departure lounge common concourse, check-in area, and security hold area and
arrival lounge.
•
Provision of water supply pumping arrangement system, Water Filtration, water cooler &
R.O/ U.V. Filters, Sewage Treatment Plant (STP), Effluent Treatment Plant (ETP) as per
norms and as per site conditions.
•
Horticulture-landscaping, drainage system, water supply, rain harvesting etc.
•
Driver's canteen and toilet facility on the city side.
•
Sub-station, AC plant room and related service facilities. Provision should be made for the
AC Plant Room vertical through AHU rooms, backup generators for essential services, etc in
the lower ground floor.
•
Provision of acoustics for effective functioning of PA system.
•
Providing city side compound wall depicting local architecture and with proper gates.
5.2.11 Electrical and Mechanical Works
•
Internal and external electrification for Terminal Building Complex, associated buildings, Car
Park and roads.
•
Augmentation of main power supply, Substation Equipment, DG Sets for Secondary Power
supply and associated ancillary buildings.
•
Provision of central air-conditioning & ventilation (HVAC) system & BMS for New Terminal
Building.
•
Provision of conveyor belts with In-line X-ray inspection System and other equipment at
departure area and inclined carousels at Arrival hall.
•
Provision of fire detection & alarm system, provision for fire hydrants and water sprinklers
system as per standards along with fire extinguishers.
•
Escalators & Elevators with matching staircase.
•
Provision of Passenger Boarding Bridges (PBB) for the specified parking stands.
•
. Provision of automatic sliding doors at exit and entry points of terminal.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
•
5-5
Provision of adequate number of Signage of world class standard, inside and outside the
terminal building, car park area & City side approach road and air side area for guidance of
passengers and visitors.
5.2.12 Airport System
•
Passive and Active networking components such as OFC, UTP cabling, Routers, Core &
Access switches and accessories. Provision of Raceways, cable trays, and conducting and
cabling.
Server room and adequate space for keeping network switches along with electrical power
points & UPS.
Access Control System as per BCAS requirement.
Provision of Internet, VPN bandwidth, Wi-Fi system.
Public address system and car calling system.
Surveillance Close circuit TV system (SCCTV) and provision of adequate number of close
circuit TV monitors, in the Security Control Room, Terminal Manager Room, APD Office etc.
Provision of Flight Information Display System (FIDS) with adequate number of Display
Devices in departure, arrival and security hold area for passenger facilitation.
Provision of adequate number of X-ray machines for scanning Registered Baggage (RB) I
Hand Baggage (HB),' including provision of required number of ETDs, DFMDs & HHMDs, as
per BCAS norms.
Provision of adequate no. of VHF FM Sets (Walkie-Talkie, Base Stations & Mobile Stations).
Provision of Telephone Exchange I digital EPABXI IP EPABX system for Terminal Building
including telephone intercom instruments, wiring etc.
•
•
•
•
•
•
•
•
•
5.2.13 SUPPORT AMENITIES
The following facilities will be available in the proposed airport
•
•
•
•
•
•
•
•
Baggage handling system
Passenger boarding bridges
Flight information and displays
Sewage treatment facility
Firefighting system
Security equipments
Bookshop
Restaurant
PROJECT PROPONENT
ENVIRONMENT CONSULTANT
Airport Authority of India, Lucknow (U.P.)
Greencindia Consulting Private Limited (GCPL)
CHAPTER 6
RESETTLEMENT &
REHABILITATION PLAN
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
6-1
6. REHABILITATION & RESETTLEMENT PLAN
Total 69.37 acres area is required for the proposed new terminal building which is already
available in existing Lucknow Airport with land area of 1261.18 acres belongs to Airports
Authority of India, Lucknow. No rehabilitation is proposed because the land is already available
with Lucknow Airport.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER 7
SCHEDULE & COST ESTIMATE
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
7-1
7. PROJECT SCHEDULE & COST ESTIMATES
7.1 INTRODUCTION
The proposed completion schedule for the project is 6 months. The estimated cost of the project
is 1,230.00 crores. The budgetary cost estimates for the project have been prepared as per
following detailsBreakup of total project cost.
A brief breakup of the capital expenditure (excluding any land cost) is mentioned below
Table 7-1: Cost estimation for the Proposed Development
S. No.
1
Civil Work
2
Electrical Work
3
4
5
6
7
8
Description
Amount
5,598,779,650.50
2,248,386,277.00
Total (Civil +
7,847,165,927.50
Electrical)
Art Work
78,471,659.28
Construction of Flyover in front of Terminal
200,000,000.00
IT Works
25,000,000.00
Airport System Works
710,745,000.00
Baggage Trollies and Airport Terminal Chairs
78,471,659.28
Total
1,092,688,318.56
Total (A+B) 8,939,854,246.06
Say
893.99 Crores
Add labour cess, PF & ESI reimbursement, service tax
reimbursement,
Work
Contract
Tax, Contingency,
Consultancy and Anticipated cost escalation etc.
336.01 Crores
Grand Total (C+D)
1230.00 Crores
A
B
C
D
7.2 QUANTITIES
Quantities of the civil work as terminal building including departure area, security hold area, food
& beverages area, arrival/baggage claim area, electrical work, IT system development, new AC
plant etc. and demolition of old terminal building-1 of Lucknow airport are calculated based on
preliminary planning, design and assessment of requirements based on codes and
specifications. Detail designs not done at this stage.
7.3 RATES
The rates of civil work of new terminal building is based on the rates of schedule, 2013-14 for
Lucknow district. Additional provisions for superior specifications have also been made in the
estimate. The estimates of remaining items / facilities are based on market enquiries.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
7-2
CHAPTER-7: PROJECT SCHEDULE & COST ESTIMATES
7.4 CONTINGENCIES
For the purpose of estimation, Contingencies @ 3% of the total cost of the works has been
added.
7.5 WORKS TAX
Works Tax has been added to the total cost of the project (including contingencies) is applicable
on construction projects in Uttar Pradesh. However the same has not been included in the cost
estimates being a statutory government levy.
7.6 LABOUR CESS
Labour Cess @ 1% of the total cost of the project (including contingencies) is applicable on
construction projects all over India. However the same has not been included in the cost
estimates being a statutory government levy.
7.7 SERVICE TAX ON CONSTRUCTION COST
Service Tax @ 14% on the 40% of construction cost of the project is applicable on construction
projects all over India. However the same has not been included in the cost estimates being a
statutory government levy.
7.8 PROJECT MANAGEMENT COSTS
For the purpose of estimation no consultancy charges for design and PMC have been added as
the project is envisaged to be developed under PPP model.
7.9 PRICE ESCALATION / VARIATION
No price escalation has been added in the estimates as the financial analysis has been done on
NPV basis.
7.10 COSTS NOT INCLUDED
The cost of land acquisition, rehabilitation (if any), environmental mitigation (if any), obstruction
removal as proposed in the report, cutting of trees, utility shifting from the proposed Airport site,
WCT, Labour cess, service tax on construction cost, escalation, consultancy for design and
PMC (including applicable ST/cess) and cost of Fire tender/ambulance etc. has not been
included in the estimate.
7.11 FINANCIAL ANALYSIS
Operating cost estimates have been worked out using benchmarks for similar airports operated
by Airports Authority of India (AAI).
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
7-3
 Construction is likely to start in 2016, as clearance from Ministry of Defense, approval of
Standing Committee, detailed designing’s of the project and environment clearance are
yet to be obtained. The project is likely to be completed end of 2017.
 Traffic data is taken from the traffic survey conducted by agency appointed by RITES.
Useful life of the asset is 30 years, with rate of depreciation considered as 10%.
 For discounted cash flow the rate is taken as 10%.
 Staff cost have been raised by 20% yearly to meet the adjustment for inflation (DA) and
increments to staff.
 Non-aeronautical revenues forecast include lease rental income from the
Concessionaire, in the vicinity of the airport.
 Operating expenses have been estimated based on benchmarks for comparable Indian
airports, expected traffic growth and adjusted for inflation. .
Following additional assumptions have been considered in the financial analysis.
 Estimated capital expenditure of INR 878.25 crore on the basis of initial estimate.
 Non-aeronautical revenues forecast include lease rental income from the
Concessionaire, in the vicinity of the airport.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
CHAPTER 8
FINAL RECOMMENDATION
PRE-FEASIBILITY REPORT
FOR EXPANSION OF LUCKNOW AIRPORT IN RESPECT OF CONSTRUCTION OF NEW
INTEGRATED TERMINAL BUILDING AND ALLIED FACILITIES AT GURAURA, AURANGABAD
ZAGIR & BHAKTIKHERA, VILLAGES, LUCKNOW DISTRICT, UTTAR PRADESH.
8-1
8. FINAL RECOMMENDATIONS
Lucknow Airport is an operational airport and need to be upgraded State Govt. and AAI wants to
modernization/ expansion and upgrade of Lucknow Airport to cater the need of the visitors
coming to Lucknow & surrounding areas. The land for the project will be provided by State Govt.
at free of cost and without encumbrances.
As per current traffic data, the domestic passengers handled are 2 million for domestic (201415) and 0,47 million for international (2014-15). The above building capacity are saturated,
therefore it is proposed to build a new terminal building to cater to the passenger's convenience
in future growth of Lucknow airport.
Airports Authority of India committed to inclusive growth and sustainable development in not
only the communities it operates in, but also in contributing towards nation building. The focus of
the activities are mainly on three major dimensions of human development which include
expansion of sustainable livelihood opportunities, improving the status of health and education
and broadening the range of choices by creating rural infrastructure. The aim is to walk with the
communities, help people look ahead, make the right choices and secure a bright and beautiful
future, together.
The easy and speedy access of the location also attracts the investment from high profile
players of the market. The probability of the investment by the builders and hoteliers is also
likely due to the proposed development of the airport. Hence, the project would act as a boon
for development of the region and direct and indirect benefits will be drawn from the projects.
Following evaluation of the benefits are listed below:
•
Employment potential -skilled; semi-skilled and unskilled labour both during
construction and operational phases of the project with specific attention to
employment potential of local population as well as necessity for imparting any
specialized skills to them to be eligible for such employment in the project on a long
term basis i.e., during operational and maintenance stages of the project.
•
Other tangible benefits like improved standards of living, health, education etc.
•
Improvements in the physical infrastructure by way of addition of project infrastructure,
ancillary industries that may come up on account of the project.
The general evaluation of the site indicates that the following:
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
8-2
CHAPTER-8: FINAL RECOMMENDATIONS
➢ Land will be provided by State Govt. free of cost and without
encumbrances after removing of obstructions.
➢ As already there is an operational airport therefore an adequate
access exists to sources of bulk services including water, power and
telecommunications.
In summary, the conditions appear to be feasible for modernization/expansion and up gradation
of Lucknow Airport for handling increasing traffic.
PROJECT PROPONENT
Airport Authority of India, Lucknow (U.P.)
ENVIRONMENT CONSULTANT
Greencindia Consulting Private Limited (GCPL)
ANNEX GRID MAP
ADDITIONAL ATTACHMENT
SITE ON TOPOSHEET
Project Site
AUTHORISATION
LETTER
ENVIRONMENTAL
SENSITIVITY
80°48'0"E
80°51'0"E
80°54'0"E
80°57'0"E
81°0'0"E
Key Map of Uttar Pradesh
81°3'0"E
±
Musabagh PF
11.5km, NNW
Project Site
26°54'0"N
80°45'0"E
26°54'0"N
26°51'0"N
!
P
26°51'0"N
80°42'0"E
Gomti River
10.8km, NE
¯
Scale: Not to Scale
Source: http://updes.up.nic.in/spatrika/engspatrika/images/mandal1.jpg
Legend
Project site
15 km Buffer
26°48'0"N
26°48'0"N
Settlements
Streams
Roads
Railway
Forest
Ponds
Vegetation
Locations
26°45'0"N
26°45'0"N
Contours
Source:
1. SoI Toposheet Nos 63 B/9, 63 B/10, 63 B/13, 63 B/14, 63 F/1 & 63 F/2
2. Project Layout Plan, AAI
3. Google Satellite Imagery, 2016
26°42'0"N
26°42'0"N
Software Used:
1. ArcGIS 10.1, 2. AutoCAD 2012, 3. ER Mapper 7, 4. Erdas Imagine 10
Sai Nadi
13.0, SSW
Environment Sensitive Locations
Figure 0.00:
Project:
Expansion of Lucknow Airport
Amausi, District: Lucknow, Uttar Pradesh
Project Proponent:
Airports Authority of India, Lucknow
26°39'0"N
26°39'0"N
Goura RF
13.3, SE
Environment Consultant:
GREENCINDIA Consulting Private Limited
(An ISO:9001 QMS, ISO: 14001 EMS & OHSAS: 18001 H&S MS Certified by BSI)
QCI-NABET Accrediate Environment Consultant Certificate No. NABET/EIA/RA 014/041
Graphic Scale:
0
1,300
2,600
80°45'0"E
© GREENCINDIA Consulting Private Limited, 2017
80°48'0"E
80°51'0"E
80°54'0"E
80°57'0"E
81°0'0"E
81°3'0"E
26°36'0"N
80°42'0"E
Revision
7,800
Checked By:
Drafted By:
Date
5,200
10,400 m
Approved By:
14/01/2017
00
Path: D:\GreenC\Projects I\Mapping\Lucknow\Re Shp\Env Sen Map.mxd
CO-ORDINATE MAP
Key Map of Uttar Pradesh
80°54'0"E
26°48'0"N
±
26°48'0"N
80°51'0"E
Project Site
!
P
¯
Scale: Not to Scale
Source: http://updes.up.nic.in/spatrika/engspatrika/images/mandal1.jpg
Legend
A
Project site
Settlements
Streams
B
Roads
Railway
Forest
D
C
K
Ponds
Vegetation
E
Contours
Locations
J
F
I
26°45'0"N
26°45'0"N
G
H
Source:
1. SoI Toposheet Nos 63 B/9, 63 B/10, 63 B/13, 63 B/14, 63 F/1 & 63 F/2
2. Project Layout Plan, AAI
3. Google Satellite Imagery, 2016
Software Used:
1. ArcGIS 10.1, 2. AutoCAD 2012, 3. ER Mapper 7, 4. Erdas Imagine 10
Figure 2.2:
Co-ordinates of the Project Site
Project:
Expansion of Lucknow Airport
Amausi, District: Lucknow, Uttar Pradesh
Project Proponent:
Airports Authority of India, Lucknow
Environment Consultant:
GREENCINDIA Consulting Private Limited
(An ISO:9001 QMS, ISO: 14001 EMS & OHSAS: 18001 H&S MS Certified by BSI)
QCI-NABET Accrediate Environment Consultant Certificate No. NABET/EIA/RA 014/041
Graphic Scale:
0
350
700
80°51'0"E
© GREENCINDIA Consulting Private Limited, 2017
80°54'0"E
Revision
2,100
Checked By:
Drafted By:
Date
1,400
2,800 m
Approved By:
14/01/2017
00
Path: D:\GreenC\Projects I\Mapping\Lucknow\Re Shp\Co-ordinate.mxd
LAND DETAILS
Village- GURAURA
PLOT No
274pt.
275pt.
62pt.
(GROUP- A)
Area( Ha) Area(Ac)
PLOT No
0.410
1.010
12pt.
0.069
0.170
3pt.
0.025
0.060
25pt.
5pt.
6pt.
7pt.
8pt.
9pt.
10pt.
21pt.
227kha
23pt.
24
52
50
57ka
62pt.
63pt.
64pt.
65pt.
67pt.
68pt.
22pt.
21pt.
0.139
0.242
0.253
0.146
0.035
0.094
0.038
0.058
0.073
0.099
0.047
0.027
0.465
0.013
0.139
0.078
0.036
0.083
0.284
0.057
0.025
Total
2.935
PLOT No
122pt.
127pt.
128pt.
129
130
134
135pt.
136pt.
137
142
Area( Ha)
0.011
0.069
0.051
0.063
0.022
0.101
0.595
0.557
0.199
0.278
Area( Ha)
0.228
0.009
0.025
Area(Ac)
0.560
0.020
0.060
66pt.
68pt
54pt.
51
53pt.
52/507pt.
48pt.
228kha
229kha
0.006
0.038
0.030
0.069
0.076
0.079
0.009
0.031
0.006
0.010
0.090
0.070
0.170
0.190
0.200
0.020
0.080
0.010
7.230
Total
(GROUP- E)
Area(Ac)
PLOT No
0.030
131
0.180
163pt.
0.130
132
0.160
151pt.
0.060
162
0.250
161
1.480
144
1.380
146
0.500
148
0.690
149
0.606
1.480
Area( Ha)
0.009
0.089
0.027
0.020
0.021
0.053
0.053
0.069
0.107
0.101
Area(Ac)
0.020
0.210
0.070
0.050
0.050
0.130
0.130
0.170
0.260
0.250
0.340
0.600
0.630
0.360
0.090
0.230
0.090
0.140
0.180
0.240
0.120
0.070
1.150
0.030
0.340
0.190
0.090
0.200
0.700
0.140
0.060
147
1500
160pt.
167pt.
168
169pt.
138pt.
133
Total
0.183
0.832
0.107
0.038
0.101
1.327
0.025
0.434
4.993
0.450
2.060
0.270
0.090
0.250
3.280
0.060
1.070
12.390
143
147
0.057
0.069
0.140
0.180
Total
0.674
1.660
Area( Ha)
0.152
0.044
0.120
0.060
0.069
Area(Ac)
0.380
0.110
0.300
0.150
0.170
0.033
0.019
0.013
0.013
0.013
0.013
0.025
0.025
0.177
0.123
0.038
0.080
0.050
0.030
0.030
0.030
0.030
0.060
0.060
0.440
0.300
0.090
Village- AURANGABAD ZAGIR
PLOT No
249pt.
250pt.
251pt.
252pt.
255pt.
256pt.
661pt.
662
664pt
665
666
667
668
669
670
671pt.
655pt.
659pt.
660pt.
686pt.
687pt.
688pt.
689pt.
690pt.
691
692
693
Area( Ha)
0.105
0.158
0.013
0.063
0.017
0.089
0.810
0.013
0.169
0.320
0.610
0.101
0.272
0.066
0.247
0.152
0.105
0.070
0.335
0.144
0.035
0.272
0.220
0.130
0.177
0.145
0.107
(GROUP- B)
Area(Ac)
PLOT No
0.260
707pt.
0.400
257pt.
0.030
258pt.
0.160
259pt.
0.040
274pt.
0.220
2.000
0.030
0.420
0.800
1.500
0.250
0.670
0.110
0.610
0.380
0.260
0.190
0.820
0.360
0.080
0.670
0.540
0.030
0.440
0.350
0.260
663
672pt.
695pt.
697
698pt.
699pt.
723pt.
724pt.
725pt.
726pt.
734pt.
694
696pt.
700pt.
701pt.
502pt.
503pt.
721pt.
722pt.
729pt.
730
731
732
733
736pt.
737pt.
738pt.
739
740
0.382
0.038
0.510
0.038
0.063
0.013
0.025
0.025
0.234
0.025
0.069
0.025
0.202
0.015
0.049
0.291
0.341
0.733
0.940
0.090
0.130
0.090
0.160
0.030
0.060
0.060
0.580
0.060
0.170
0.060
0.500
0.030
0.120
0.720
0.840
1.810
741
742
743
744
745
746
749pt.
750
0.379
0.010
0.084
0.033
0.085
0.180
0.126
0.038
0.940
0.020
0.210
0.080
0.210
0.440
0.310
0.090
Total
8.382
PLOT No
763pt.
763/1489pt.
764pt.
765pt.
769pt.
922pt.
933pt.
934pt.
936pt.
938pt.
939
20.630
Total
0.937
2.310
(GROUP- C & D)
Area( Ha) Area(Ac)
PLOT No Area( Ha) Area(Ac)
0.220
0.019
0.304
0.289
0.063
0.051
0.006
0.348
0.139
0.087
0.152
0.540
0.050
0.750
0.710
0.160
0.120
0.030
0.860
0.340
0.210
0.380
935
937
953pt.
957pt.
960pt.
962pt.
987pt.
0.335
0.036
0.087
0.039
0.030
0.062
0.006
0.820
0.090
0.210
0.100
0.070
0.150
0.010
940
941
942
943
944
945pt.
949pt.
954pt.
955pt.
956
957
958
959pt.
963pt.
964pt.
984pt.
986pt.
987pt.
0.309
0.016
0.343
0.622
0.403
0.028
0.175
0.443
0.748
0.345
0.253
0.345
0.210
1.000
0.092
0.063
0.347
0.039
0.760
0.040
0.850
1.540
1.000
0.050
0.430
1.080
1.850
0.850
0.630
0.850
0.850
0.520
2.470
0.220
0.160
0.860
988pt.
985pt.
977pt.
716pt.
1.040
0.340
0.055
0.013
0.090
0.840
0.140
0.030
Total
8.907
21.980
Total
0.595
1.450
Village- BHAKTIKHERA
(GROUP- E1)
Area(Ac)
PLOT No
0.170
0.010
NIL
PLOT No
169pt.
170pt.
Area( Ha)
0.069
0.006
172pt.
0.025
0.060
Total
0.100
0.240
Area( Ha)
Area(Ac)
NIL
NIL
LAYOUT PLAN
Figure No. 2.3 (Project Layout)