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M/S. BELLFIELD POWER INCEPTION PRIVATE LIMITED

Pre-Feasibility Report requiring Environmental Clearance for New 23 MW Power Plant at Survey No. 1382/1, 1382/2, 1383/1, 1383/2, & 1413/1P, Village: Naika, Taluka & Dist: Kheda (Gujarat).

MARCH, 2017

Kadam Environmental Consultants w w w . ka d a m en v i r o . c o m

Envi ronment for Deve lopment

http://www.kadamenviro.com/

M/S. BPIPL PFR – NEW POWER PLANT OF 23 MW AT VILLAGE: NAIKA, TALUKA &

DIST: KHEDA (GUJARAT) QUALITY CONTROL

SHEET

KADAM ENVIRONMENTAL CONSULTANTS | MARCH, 2017 II

M/S. BELLFIELD POWER INCEPTION PRIVATE LIMITED

Pre-Feasibility Report requiring Environmental Clearance for New 23 MW Power Plant at Survey No. 1382/1, 1382/2, 1383/1, 1383/2, & 1413/1P, Village: Naika, Taluka & Dist: Kheda (Gujarat). © Kadam Environmental Consultants (‘Kadam’), March, 2017.

This report is released for the use of the M/s. Bellfield Power Inception Private Limited (BPIPL),

Regulators and relevant stakeholders solely as part of the subject project’s Environmental

Clearance process. Information provided (unless attributed to referenced third parties) is

otherwise copyrighted and shall not be used for any other purpose without the written consent of

Kadam.

PROJECT DETAILS

Name of

Publication

Pre-Feasibility Report requiring Environmental Clearance for new 23 MW Power Plant at Survey No. 1382/1, 1382/2, 1383/1, 1383/2, & 1413/1P, Village: Naika, Taluka & Dist:

Kheda (Gujarat). Project

Number 1727721906 Report No. 1 Version 1 Released

March,

2017

Prepared &

Managed By

Bhavin Jambucha, Vaibhav

Rana & BPIPL Representatives Released By Sangram Kadam

CONTACT DETAILS

Vadodara (Head Office)

871/B/3, GIDC Makarpura, Vadodara, India – 390 010.

E: [email protected]; T:+91-265-3001000; F: +91-265-3001069

Delhi / NCR

Spaze IT Park, Unit No. 1124, IIth Floor, Tower B3, Sector 49, Near Omaxe City Centre Mall, Sohna Road,

Gurgaon, Haryana, INDIA - 122002.

E: [email protected]; T: +91-124-4242430 to 436; F:+91-124-4242433

DISCLAIMER

Kadam has taken all reasonable precautions in the preparation of this report as per its auditable quality

plan. Kadam also believes that the facts presented in the report are accurate as on the date it was written.

However, it is impossible to dismiss absolutely, the possibility of errors or omissions. Kadam therefore

specifically disclaims any liability resulting from the use or application of the information contained in this

report. The information is not intended to serve as legal advice related to the individual situation.

mailto:[email protected]



DIST: KHEDA (GUJARAT) TABLE OF CONTENT

KADAM ENVIRONMENTAL CONSULTANTS | MARCH, 2017 III

CONTENTS

1 EXECUTIVE SUMMARY ............................................................................ 1

1.1 PLANT FEATURES AND PRODUCTION CAPACITY ..................................................... 1

1.2 INFRASTRUCTURE ................................................................................... 1

1.3 UTILITY ............................................................................................. 1

1.4 ENVIRONMENT ....................................................................................... 2

1.5 SENSITIVITY ......................................................................................... 2

1.6 CONCLUSION ........................................................................................ 2

2 INTRODUCTION ..................................................................................... 3

2.1 IDENTIFICATION OF PROJECT PROPONENT & PROJECT ............................................. 3

2.1.1 Project Proponent ........................................................................... 3

2.1.2 Proposed Project ............................................................................ 3

2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT .................................................. 3

2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY & REGION ...................... 3

2.4 DEMAND & SUPPLY GAP ............................................................................. 3

2.5 EXPORT POSSIBILITY ................................................................................ 3

2.5.1 Domestic / Export Market ................................................................. 3

2.6 EMPLOYMENT GENERATION (DIRECT & INDIRECT) DUE TO THE PROJECT .......................... 4

3 PROJECT DESCRIPTION .......................................................................... 5

3.1 TYPE OF PROJECT ................................................................................... 5

3.2 LOCATION OF THE PROJECT ......................................................................... 5

3.3 DETAILS OF ALTERNATE SITES CONSIDERED ........................................................ 6

3.3.1 Alternate Fuel ................................................................................ 7

3.4 SIZE OR MAGNITUDE OF OPERATION................................................................ 7

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS – 23 MW POWER PLANT ........................ 8

3.6 RESOURCE OPTIMIZATION/ RECYCLING AND REUSE ................................................ 9

3.7 UTILITIES ........................................................................................... 9

3.7.1 Power Requirement ......................................................................... 9

3.7.2 Fuel Requirement ........................................................................... 9

3.7.3 Water Requirement ......................................................................... 9

3.7.4 Storage Details ............................................................................. 10

3.8 POLLUTION LOAD ON ENVIRONMENT DUE TO PROJECT ............................................ 10

3.8.1 Air Emissions & Control ................................................................... 10

3.8.2 Noise Generation ........................................................................... 12

3.8.3 Waste Water Generation .................................................................. 12

3.8.4 Hazardous Waste and Other Solid Waste .............................................. 12

4 SITE ANALYSIS .................................................................................... 13

4.1 CONNECTIVITY ..................................................................................... 13

4.1.1 By Road ...................................................................................... 13

4.1.2 By Rail ....................................................................................... 13

4.1.3 By Air ........................................................................................ 13

4.2 LAND FORM, LAND USE & LAND OWNERSHIP ...................................................... 13

4.3 TOPOGRAPHY ....................................................................................... 13

4.4 EXISTING LANDUSE PATTERN WITH SENSITIVITY TABLE ........................................... 13



KADAM ENVIRONMENTAL CONSULTANTS | MARCH, 2017 IV

4.5 EXISTING INFRASTRUCTURE ........................................................................ 15

4.6 SOIL CLASSIFICATION, GEOLOGY, DRAINAGE, TOPOGRAPHY ...................................... 15

4.6.1 Soil Classification ........................................................................... 15

4.6.2 Geology ...................................................................................... 15

4.6.3 Drainage ..................................................................................... 16

4.6.4 Topography ................................................................................. 17

4.7 CLIMATIC DATA FROM SECONDARY SOURCES ....................................................... 17

4.8 SOCIAL INFRASTRUCTURE AVAILABLE .............................................................. 19

5 PLANNING BRIEF ................................................................................. 20

5.1 PLANNING CONCEPT ................................................................................ 20

5.2 POPULATION PROJECTION .......................................................................... 20

5.3 LAND USE PLANNING ............................................................................... 20

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL) ............................... 20

5.5 AMENITIES/FACILITIES ............................................................................. 20

6 PROPOSED INFRASTRUCTURE ............................................................... 21

6.1 INDUSTRIAL AREA (PROCESSING AREA)............................................................ 21

6.2 NON-PROCESSING AREA ........................................................................... 21

6.3 GREEN BELT ........................................................................................ 21

6.4 SOCIAL INFRASTRUCTURE .......................................................................... 21

6.5 CONNECTIVITY ..................................................................................... 21

6.6 DRINKING WATER MANAGEMENT .................................................................. 21

6.7 SEWAGE SYSTEM ................................................................................... 21

6.8 INDUSTRIAL WASTE & SOLID WASTE MANAGEMENT .............................................. 21

6.9 POWER REQUIREMENT & SUPPLY / SOURCE ....................................................... 21

7 REHABILITATION AND RESETTLEMENTS (R& R) PLAN .............................. 22

8 PROJECT SCHEDULE AND COST ESTIMATE ............................................... 23

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATA OF COMPLETION .................... 23

8.2 ESTIMATED PROJECT COST ........................................................................ 23

8.2.1 Profitability .................................................................................. 24

9 ANALYSIS OF PROPOSAL ...................................................................... 25

9.1 FINANCIAL AND SOCIAL BENEFITS.................................................................. 25



KADAM ENVIRONMENTAL CONSULTANTS | MARCH, 2017 V

ANNEXURES

Annexure 1: Willingness Letters – Rice Mills ............................................................................ 27

Annexure 2: Site Layout Map ................................................................................................. 34

Annexure 3: Project Site Located on Toposheet No. F43G5, F43G6, F43G569 & F43G10............. 35

Annexure 4: Draft Landuse Map ............................................................................................. 36

Annexure 5: Long Term Meteorological Data – IMD Ahmedabad ............................................... 37

LIST OF TABLES

Table 2-1: List of Directors and Their Designations .................................................................... 3

Table 3-1: Co-ordinates of Site Boundary .................................................................................. 6

Table 3-2: Availability of Rice Husk in Three Districts ................................................................. 7

Table 3-3: Availability of Rice Husk in Nearby Vicinity ................................................................ 7

Table 3-4: Tentative Area Breakup ........................................................................................... 7

Table 3-5: Details of Main Raw Material Quantity and Means of Storage ...................................... 9

Table 3-6: Details of Stacks, Fuel Used and APCM attached to Flue Gas Stacks .......................... 11

Table 4-1: Details of Nearby Ponds/River ................................................................................ 13

Table 4-2: Details of Nearby Villages/Town ............................................................................. 13

Table 4-3: Nearest Sensitive Ecological Features ..................................................................... 14

Table 4-4: Geology of Kheda District ...................................................................................... 15

Table 4-5: Geology of Ahmedabad District .............................................................................. 16

Table 4-6: Predominant Wind Direction IMD Ahmedabad ......................................................... 17

Table 4-7: Average Meteorological Condition at IMD Ahmedabad (1961-1990) .......................... 18

Table 8-1: Tentative Project Time Schedule ............................................................................ 23

Table 8-2: Cost Break-up ....................................................................................................... 23

LIST OF FIGURES

Figure 3-1: General Location of Proposed Project Site ................................................................ 5

Figure 3-2: Specific Location Showing Proposed Project ............................................................. 6

Figure 3-3: Process Flow Diagram – Proposed Power Plant ......................................................... 8


DIST: KHEDA (GUJARAT) EXECUTIVE SUMMARY

KADAM ENVIRONMENTAL CONSULTANTS | MARCH, 2017 1

1 EXECUTIVE SUMMARY

Bellfield Power Inception Private Limited (BPIPL) proposes to set up a new 23 MW power plant at

Survey No. 1382/1, 1382/2, 1383/1, 1383/2, & 1413/1P, Village: Naika, Taluka & Dist: Kheda in

Gujarat. Promoter of the proposed project are Mr. Kailash Agrawal & Mr. Jitendra Agrawal.

Plot area of the proposed project consists of 16,844 m2. Around 33.6 % (~5,665 m2) of total plot

area will be developed as greenbelt. The project cost is estimated to be around INR 73.9 Crore.

As per the EIA notification dated 14th September, 2006, as amended till date, the proposed

products falls in category including Project / Activity: 1(d) – Thermal Power Plant. This project

shall be treated as Category “B”.

1.1 Plant Features and Production Capacity

The Imported Coal & Rice Husk will be fed to furnace of the AFBC Boilers (2 x 55 TPH). The fuel

mix (Ratio 70:30) will be fired in the furnace. The saturated steam is generated in the Boiler drum

and passed to the Primary, Secondary & In-bed super heaters to get the superheated steam from

the Boilers. The superheated steam is fed to the Steam Turbine and it rotates the steam Turbine.

The steam Turbine is coupled with Reduction gears and Alternators. The power of 23 MW will be

generated in the Alternators and distributed to the nearby industries and textile units.

Coal & husk will have the separate storage area. Fly ash & bottom ash generated shall be

disposed off as per the fly ash notification as amended till date. Plant will have no effluent

discharge, hence meeting Zero Liquid Discharge norms. Flue gas shall meet the statutory norms.

Design of ESPs will be as per the state government norms.

1.2 Infrastructure

The proposed power plant will mainly comprise of Boiler House consisting of AFBC Boilers, Steam

Turbine, Alternator / Generator, Fuel storage area, Utility Area consisting of cooling tower,

compressors, ESP section, ETP (RO & MEE) area & Fly ash & Hazardous waste storage area.

1.3 Utility

Power: Auxiliary Power requirement of ~ 1.5 MW will be sourced from DG Sets / UGVCL and will

be used as standby back-up supply for emergency conditions & safe shutdown of power plant in

case of main power failure.

Steam: Steam requirement of 20-40 Tons in adjoining industries and textile units shall be met.

Fuel: For startup purposes, HSD will be used as fuel. During operation phase, Rice Husk based on

availability & imported coal and will be used. Maximum blending ratio of coal to husk shall be

maintained to 70:30, as per the availability of Husk. In such case, 365 TPD Indonesian coal & 200

TPD rice husk will be required.

Raw Water: Water requirement of 384 KLD will be met from existing bore wells (2 Nos).

Manpower: During the construction phase around 100 workers will be hired. During operation

phase, project will generate direct employment for more than 50 people and indirect employment

for approximately 25 people.


DIST: KHEDA (GUJARAT) EXECUTIVE SUMMARY


1.4 Environment

Environmental issues associated with proposed units are:

Air Emissions: As, point source emissions, likely air pollutants from proposed project are

SPM, SO2 & NOx from flue gas stack attached to boilers. Adequate APC equipment like ESP will

be provided. Adequate stack height will be provided.

Wastewater: Waste water generation will be 137 KLD which will be fully recycled and

reutilized to achieve zero liquid discharge.

Solid & Hazardous Waste: Fly ash & bottom ash (~21,000 TPA) will be generated from

burning of fuel in boilers, which shall be stored in closed storage silos and sold to brick

manufacturers and cement industry.

1.5 Sensitivity

There are around 7 water bodies including 2 rivers namely Sabarmati & Vatrak river within 10 Km

of the project site. There are around 24 villages in the surround of 10 Km from the project site.

There are no National Park/Wildlife Sanctuary, Tiger Reserve/Elephant Reserve / Turtle Nesting

Ground, Core Zone of Biosphere Reserve, Habitat for migratory birds, Estuary/Sea/Mangroves,

Mountains/Hills, Reserve Forest, Defense Installations, Airports, Railway Lines within 10 Km of the

project site.

Site is well connected to Ahmedabad via SH-140 which is 0.15 Km in E Direction from site. Major

railway station for public transportation is Nadiyad Railway Station located at an aerial distance of

~30 Km in ESE direction from the project site. Other nearest railway station is Kheda Railway

Station at ~11.5 Km from the project site in E Direction. Nearest airport from project site is

Ahmedabad Airport located at an aerial distance of ~ 34 Km in NNE direction, which operate

flights to most of the large cities in India.

1.6 Conclusion

Demand of power and steam in nearby industries and textile units is envisaged. No power plant is

available in the region and these units have to rely on the grid power and own small boilers.

During the lean period, husk will be used as per its availability. Currently it is being used by many

nearby brick manufacturers for burning purpose. In such small scale industries, APCM are

generally not available. In case, if the same fuel (if used) in the proposed power plant, the

emissions from the stack will be controlled and shall meet the GPCB norms easily, with online

reporting of emissions.

Thus, if this project comes up, it will have social, financial benefits and will be environmentally

sustainable.

Pre-feasibility study confirm the viability of the project.


DIST: KHEDA (GUJARAT) INTRODUCTION


2 INTRODUCTION

2.1 Identification of Project Proponent & Project

2.1.1 Project Proponent

Promoter of the proposed project are Mr. Kailash Agrawal & Mr. Jitendra Agrawal. List of directors

along with their designation is given in Table 2-1.

Table 2-1: List of Directors and Their Designations

S. No. Name Designation

1 Kailash Tarachand Agrawal Director

2 Jitendra Tarachand Agrawal Director

Mr. Kailash Agrawal is the key founder of the company. His experience in business management

runs more than 30 years, giving the maturity to the group from the initial stage. His visions and

his principles lay the foundation for this company. He is on the panel of various leading business

organizations.

Mr. Jitendra Agrawal has been involved in various projects for product conceptualization, Brand

perception & positioning. He is an active member of various reputed committees. He helps in

formulating the company’s sales and marketing strategy as well as overseas operations.

2.1.2 Proposed Project

The proposed project is for new power plant of 23 MW. It will be based on state-of-the-art,

environment friendly blending of fuel namely rice husk and imported coal.

2.2 Brief Description of nature of the Project

Proposed project is for development of new Power Plant.

2.3 Need for the Project and its Importance to the Country & Region

The proposed power plant is required to carter the power requirement of nearby industries and

textile units.

2.4 Demand & Supply Gap


available in the region and they have to rely on the grid power and own small boilers. Hence, to

fulfill their requirement, this power plant is proposed.

2.5 Export Possibility

Not envisaged.

2.5.1 Domestic / Export Market

Requirement of nearby industries and textile units will be fulfilled by this proposed power plant.


DIST: KHEDA (GUJARAT) INTRODUCTION


2.6 Employment Generation (Direct & Indirect) due to the Project

During the construction phase around 100 workers will be hired. During operation phase, project

will generate direct employment for more than 50 people and indirect employment for

approximately 25 people.


DIST: KHEDA (GUJARAT) PROJECT DESCRIPTION


3 PROJECT DESCRIPTION

3.1 Type of Project

As per the EIA notification dated 14th September, 2006, as amended till date, the proposed

products falls in category including Project / Activity: 1(d) – Thermal Power Plant. This project

shall be treated as Category “B”.

3.2 Location of the Project

Proposed project is located at Survey No. 1382/1, 1382/2, 1383/1, 1383/2, & 1413/1P, Village:

Naika, Taluka & Dist: Kheda in Gujarat. Land was purchased for thermal power plant from farmers

as per the market price. Change is landuse is envisaged from agriculture use to industrial use.

Location map showing general location of proposed project is given in Figure 3-1. Specific Map

showing project boundary is given in Figure 3-2. The co-ordinates of the project site are given in

Table 3-1.

Figure 3-1: General Location of Proposed Project Site




Figure 3-2: Specific Location Showing Proposed Project

Table 3-1: Co-ordinates of Site Boundary

POINT LATITUDE LONGITUDE

A 22°45'55.16"N 72°34'12.89"E

B 22°45'55.76"N 72°34'15.55"E

C 22°45'55.38"N 72°34'16.40"E

D 22°45'55.59"N 72°34'20.57"E

E 22°45'54.31"N 72°34'19.67"E

F 22°45'54.57"N 72°34'18.71"E

G 22°45'53.21"N 72°34'18.15"E

H 22°45'53.25"N 72°34'17.73"E

I 22°45'52.10"N 72°34'17.25"E

J 22°45'52.28"N 72°34'15.95"E

K 22°45'51.62"N 72°34'15.77"E

L 22°45'51.36"N 72°34'16.84"E

M 22°45'51.21"N 72°34'16.79"E

N 22°45'51.06"N 72°34'14.05"E

O 22°45'52.62"N 72°34'14.02"E

3.3 Details of Alternate Sites Considered

No alternative sites were assessed, since the power & steam requirement is envisaged in the

nearby industries and textile units.




3.3.1 Alternate Fuel

Since the project site is being surrounded by agricultural fields, a study was conducted to identify

the possibilities of using rice husk as an alternate fuel.

Based on production and productivity of rice in the surrounding area of the project data up to year

2011 and considering 20% husk of total grain weight, the area, production and husk potentiality is

given in Table 3-2.

Table 3-2: Availability of Rice Husk in Three Districts

S.

No. District Area in Ha.

Production of

Paddy in TPA

Production Potential of

Husk in TPA

1 Ahmedabad 1,03,500 2,73,600 54,720

2 Kheda 87,700 1,85,200 37,040

3 Anand 86,200 2,09,800 41,960

Total 2,77,400 4,85,252 1,33,720

In the surrounding area paddy (kharif)-paddy (summer) and paddy (kharif)-wheat (winter) crop

rotations are taken. The exact location of the Power Plant is in western corner of the Textile Park.

The cultivated area surrounding the Power Plant is about 250-300m in West & North; 500m in

East and 100m in South (surrounded by ONGC Godown and main road).

Rice mills in nearby vicinity are willing to supply rice husk to the proposed project. Details of the

same is tabulated in Table 3-3. Willingness letters are attached as Annexure 1.

Table 3-3: Availability of Rice Husk in Nearby Vicinity

S.

No. Name of Mill Village

Distance in Km / Direction

from Project Site

Likely Capacity

(TPM)

1 Kedar Nath Rice Mill Naz NA 700

2 A M Agro Jetalpur 13.0 / N 800

3 Akshar Rice Mill Jetalpur 13.0 / N 650

4 Baldev Krupa Rice Mill Jetalpur 13.0 / N 900

5 Jagatnath Agro Umiyapur 13.5 / NNE 750

6 Anarbath Rice Mill Jetalpur 13.0 / N 500

7 Keshav Laxmi Rice Mill Jetalpur 13.0 / N 800

Many such owners will be further met and this will fulfill the requirement of total rice husk in the

project. Excess quantity of rice husk will be stored during the lean period of four to five months

(March-July) by the individual rice mill owners.

3.4 Size or Magnitude of Operation

Plot area of the proposed project consists of 16,844 m2. It is proposed to set up 23 MW of power

plant. Site layout plant is shown in Annexure 2. Tentative area breakup of the site is as per

Table 3-4.

Table 3-4: Tentative Area Breakup

S. No. Description Area (m2) Percentage of Total Area

1 TG Building 798 4.7%

2 Coal & Husk Storage Yard 1,727 10.3%

3 Road 2,773 16.5%

4 Green Belt 5,665 33.6%

5 ACC 990 5.9%




S. No. Description Area (m2) Percentage of Total Area

6 ETP 209 1.2%

7 Water Treatment Plant 197 1.2%

8 Boiler 1,534 9.1%

9 Open Space 2,951 17.5%

Total 16,844

3.5 Project Description with Process Details – 23 MW Power Plant

The Imported Coal (4,200 GCV) & Rice Husk (3,000 GCV) will be fed to furnace of the AFBC

Boilers (2 x 55 TPH) through RAV & DCF from the Coal Bunker & Rice husk storage. The fuel mix

(Ratio 70:30) will be fired in the furnace by means of FD-Fan air. The saturated steam is

generated in the Boiler drum and passed to the Primary, Secondary & In-bed super heaters to get

the superheated steam @ 510°C & 89 kg/cm2 from the Boilers. The superheated steam is fed to

the Steam Turbine and it rotates the steam Turbine at the speed of ~7,000 rpm. The steam

Turbine is coupled with Reduction gears and Alternators. The power of 23 MW will be generated in

the Alternators and distributed to the nearby industries and textile units. Flue gas shall meet the

statutory norms. Design of ESPs will be as per the state government norms. General process flow

diagram of power plant is given in Figure 3-3.

Figure 3-3: Process Flow Diagram – Proposed Power Plant

Coal Handling System

Coal from the coal wagons will be unloaded by Tipplers in the coal handling plant. This coal will be

transported up to the coal storage bunkers through conveyor belts. Coal will be then transported

to the Crush house by conveyor belts where it will be crushed to small pieces and light dust will be

separated. The crushed coal will be then transported to the bowl mill by coal feeders. In the bowl

mill, coal will be grounded to a powder form. The mill consists of a round metallic table on which

coal particles fall. The crushed coal will be then taken to the Boiler through coal pipes with the




help of hot and cold air mixture. Ducon systems are custom engineered solutions, utilizing its

advanced equipment components, that provide low maintenance and operating costs.

Ash Handling System

The fly ash produced from combustion will be collected at various locations such as economizer,

air preheater, electrostatic precipitators, etc. along with bottom ash and shall be transported

pneumatically with the help of dense phase pneumatic pumps to closed storage silos. The Fly Ash

shall be sold to brick manufacturers and cement industry. Bottom Ash is partly recycled after

screening and balance will be sold to the cement industry. RCC silos will be provided having

storage capacity of 200 m3 (for 3 days of storage) to store Fly Ash.

Dust collection system will be installed at transfer tower, crusher house, top of silo & bunker

tower. Adequate capacities of bag filters will be provided to avoid dusting.

3.6 Resource Optimization/ Recycling and Reuse

Steam condensate will be recycled back into the process. There will not be any generation of

process effluent. About 90% cooling tower blow down would be recycled back to the process by

installing RO & MEE. Thus water consumption will be minimal Details of the same shall be shall be

provided in EIA report.

3.7 Utilities

The estimated list of utilities required for the project is as given below:

3.7.1 Power Requirement

Auxiliary Power requirement of ~ 1.5 MW will be sourced from DG Sets / UGVCL and will be used

as standby back-up supply for emergency conditions & safe shutdown of power plant in case of

main power failure.

3.7.2 Fuel Requirement

For startup purposes, HSD will be used as fuel. During operation phase, Rice Husk based on

availability & imported coal and will be used.

Details of fuel along with the quantity and means of storage is given in Table 3-5.

Table 3-5: Details of Main Raw Material Quantity and Means of Storage

S.

No. Name of Fuel

Consumption

MTPD

Physical

State Source

Means of

Transportation

1 Imported Coal (Indonesian) 365 Solid Local Supplier Trucks

2 Rice Husk 200 Solid Local Rice Mill

Suppliers Tractors (2 Tons)

3 HSD 400 LPH Liquid Local -

3.7.3 Water Requirement

Water requirement of 384 KLD will be met from existing bore wells (2 Nos). Prior permission from

CGWA will be taken. Application of the same is ready and shall be submitted after receiving TOR

for the project.




3.7.4 Storage Details

Coal & Husk Storage

Storage space of 1,260 m2 will be provided to store Coal & Rice Husk.

HSD Storage

HSD will be stored in drums placed near to DG sets.

Fly Ash Storage

RCC silos will be provided having storage capacity of 200 m3 (for 3 days of storage) to store Fly

Ash.

3.8 Pollution Load on Environment due to Project

Environmental issues associated with power plants include:

Air emissions;

Wastewater;

Solid Wastes.

3.8.1 Air Emissions & Control

Volume Source

SPM emission from coal & husk storage yard is envisaged as volume source emissions.

Fugitive Emissions

No fugitive emissions envisaged in the project.

Line Source Emissions

During construction phase, vehicular emissions like CO & HC’s will be generated as line source

emissions. Other emissions will be from use of construction machinery. Apart from it, application

of heavy machinery and earth movers will generate emissions. Suitable dust suppression

techniques such as water sprinkling will be taken at these times as relevant.

During operation phase, vehicular emissions due to transportation of raw materials and local travel

of employees are envisaged. Approximately, 30 trucks per day & 20 tractors per day carrying coal

& rice husk shall be using the SH – 140 connecting Ahmedabad & Kheda. Direct Freight Corridor is

also proposed near the site, which will be used to transport Coal in future.

Point Source

As, point source emissions, likely air pollutants from proposed project are SPM, SO2 & NOx from

flue gas stack attached to boilers. Adequate APC equipment like ESP will be provided. Adequate

stack height will be provided. Details of proposed stacks with fuel consumption and attached Air

Pollution Control Equipment are tabulated in Table 3-6.

The ambient air quality & stack emissions will be maintained as per GPCB/CPCB norms.

M/S. BPIPL PFR – NEW POWER PLANT OF 23 MW AT VILLAGE: NAIKA, TALUKA & DIST: KHEDA (GUJARAT) PROJECT DESCRIPTION


Table 3-6: Details of Stacks, Fuel Used and APCM attached to Flue Gas Stacks

S.

No. Stack Attached to Fuel Used

Quantity

of Fuel APCM

Expected

Pollutants

Efficiency

of APCE

Stack

Height

(m)

Stack

Top Dia.

(m)

Exit

Temp.

(°C)

Exit

Velocity

(m/s)

1 Boiler 1 (55 TPH) Imported Coal & Husk 282.5 TPD* ESP SPM, SO2 & NOx 99.9 % 53 1.85 170 12.5

2 Boiler 2 (55 TPH) Imported Coal & Husk 282.5 TPD* ESP SPM, SO2 & NOx 99.9 % 53 1.83 170 12.5

3 DG Set – 1.5 MW (for

Emergency Purpose only) HSD 400 LPH

Adequate

Stack Height SPM, SO2 & NOx - 15 0.3 150 15

* Maximum blending ratio of coal to husk shall be maintained to 70:30, as per the availability of Husk.




3.8.2 Noise Generation

From the proposed project, noise shall be generated from the various activities. Source of noise

generation are:

The heavy machinery like crane, dumper, roller, bulldozers etc. will be used during daytime

during construction phase;

Operation of generators, compressors, pumps, blowers etc.;

Vehicle movement for transportation of raw material.

3.8.3 Waste Water Generation

Waste water generation will be 137 KLD which will be fully recycled and reutilized to achieve zero

liquid discharge. Capacities along with technical details of ROs & MEE shall be detailed out in EIA

report.

3.8.4 Hazardous Waste and Other Solid Waste

Fly ash & bottom ash will be generated from burning of fuel in boilers. The fly ash (~21,000 TPA)

shall be pneumatically collected with the help of dense phase pneumatic pumps to closed storage

silos and sold to brick manufacturers and cement industry. Bottom ash is partly recycled after

screening and balance will be sold to the cement industry. No other hazardous waste will be

generated from proposed power plant.

Facility for storage of hazardous waste having area of 50 m2 will be provided.

Other inorganic waste like:

Used paper and waste wood shall be recycled or reused through recyclers.

Waste metal shall be sold as scrap.

Waste plastic shall be sold to recyclers.

M/S. BPIPL PFR – NEW POWER PLANT OF 23 MW AT VILLAGE: NAIKA,

TALUKA & DIST: KHEDA (GUJARAT) SITE ANALYSIS


4 SITE ANALYSIS

4.1 Connectivity

4.1.1 By Road

Site is well connected to Ahmedabad via SH-140 which is 0.15 Km in E Direction from site.

4.1.2 By Rail

Major railway station for public transportation is Nadiyad Railway Station located at an aerial

distance of ~30 Km in ESE direction from the project site. Other nearest railway station is Kheda

Railway Station at ~11.5 Km from the project site in E Direction.

4.1.3 By Air

Nearest airport from project site is Ahmedabad Airport located at an aerial distance of ~ 34 Km in

NNE direction, which operate flights to most of the large cities in India.

4.2 Land Form, Land use & Land Ownership

Land was purchased for thermal power plant from farmers as per the market price. Change is land

use is envisaged from agriculture use to industrial use.

4.3 Topography

Project site shown on Toposheet No. F43G5, F43G6, F43G9 & F43G10 is provided in Annexure 3.

4.4 Existing Landuse pattern with Sensitivity Table

Details of nearby water bodies is given in Table 4-1. Details of nearby villages/town is given in

Table 4-2.

Table 4-1: Details of Nearby Ponds/River

S. No. Rivers / Pond Distance in Km Direction From Site

1 Nayka Talav 1.9 W

2 Bherai Talav 2.9 E

3 Kathvada Talav 3.8 NNW

4 Phui Talav 7.4 ENE

5 Bareja Lake 9.5 NNE

6 Sabrmati River 3.8 W

7 Vatrak River 7.8 SSE

Table 4-2: Details of Nearby Villages/Town

S. No. Villages/ Town Distance in km Direction From Site

1 Nayka 1.8 SW

2 Shrijipura 1.9 S

3 Bherai 3.0 E

4 Navagam 3.1 NNE




S. No. Villages/ Town Distance in km Direction From Site

5 Chitrasar 3.7 W

6 Damri 3.7 ESE

7 Dhathal 3.8 E

8 Kathvada 3.8 NNW

9 Dharoda 4.0 WNW

10 Kaloli 4.1 SW

11 Adsar 4.6 NNW

12 Pinglaj 5.3 ENE

13 Vadala 5.4 E

14 Kanera 6.8 NE

15 Mahijda 7.2 NNW

16 Radhu 7.3 S

17 Ambaliala 7.5 W

18 Sathal 8.2 WSW

19 Rasikpura 8.7 SW

20 Samadra 8.8 ENE

21 Bareja 8.9 NNE

22 Chandisar 9.0 WNW

23 Sarsa 9.1 NE

24 Vasai 9.4 NNW

Details of the important features along with other sensitive ecological locations from BPIPL in the

study area are provided in Table 4-3.

Table 4-3: Nearest Sensitive Ecological Features

S. No. Sensitive Ecological Features Location Distance (km) Direction

1. National Park/Wildlife Sanctuary - - -

2. Tiger Reserve/Elephant Reserve /

Turtle Nesting Ground - - -

3. Core Zone of Biosphere Reserve - - -

4. Habitat for migratory birds - - -

5. Lakes/Reservoir/Dams

Bherai Talav 2.9 E

Phui Talav 7.4 ENE

Bareja Lake 9.5 NNE

6. Stream/Rivers/Drains Sabrmati River 3.8 W

Vatrak River 7.8 SSE

7. Estuary/Sea/Mangroves - - -

8. Mountains/Hills - - -

9. Reserve Forest - - -

10. Defense Installations - - -

11. Airports - - -

12. Railway Lines - - -

13. National / State Highways NH-8 7.2 ENE

SH-140 0.15 E




4.5 Existing Infrastructure

Site is well connected with the roads. Photographs of proposed site is given in Photographs 4-1.

Photographs 4-1: Photographs of Proposed Site

4.6 Soil Classification, Geology, Drainage, Topography

4.6.1 Soil Classification

The project area covers Ahmedabad & Kheda district of North Gujarat Agro-Climatic Zone-IV. These

zone districts fall under Agro-Ecological Zones 19 A (Ahmedabad) and 25 C (Kheda). The entire

project area is characterized by 70-80 cm rainfall, 1-3 % slope and soil depth is >100cm. The texture

of soil varies from loamy sand to loam and sporadically clay loam soils are seen especially in the

project area, the soils are having mainly illitic clay mineral and taxonomically these soils are classified

as Inceptisols of recent alluvium.

4.6.2 Geology

Geology of Kheda District is given in Table 4-4. Geology of Ahmedabad District Table 4-5.

Table 4-4: Geology of Kheda District1

Age Formations equivalent to Thickness in meters Lithology

HOLOCENE

Gujarat Alluvium Consisting;

Nal Sarovar Formation,

Jantral formation,

Varahi formation,

Mahuva formation,

Akhaj Formation,

Katpur formation and

Rann Clay formation

100

Soil, Alluvium, Brown

Sand, Flood Plan

deposits, Tidal Flat

deposits, delta and levee

deposits

POST MIOCENE

Jambusar formation 100 Coarse grained sand

with clay

Broach formation 125 Grayish brown clays

Jhagadia formation 300 Greenish grey Claystone

with minor coal

MIOCENE Kand formation 200 Claystone with sand

1

1 District Resource Map, Kheda District




Age Formations equivalent to Thickness in meters Lithology

Babaguru formation 125 Clay stone with shale

with minor sandstone

Tarakeshwar formation 125 Shale with sand

UNCONFORMITY

OLIGOCENE TO

UPPER EOCENE Tarapur Shale 175 Shale with sandstone

UPPER EOCENE TO

MIDDLE EOCENE Kalol formation 250

Grey shale with silty

Sandstone, siltstone

with minor coal beds.

UNCONFORMITY

LOWER EOCENE Cambay Shale (Vagadkhol

formation) More than 1500 m

Dark Grey carbonaceous

shale which changes to

trap conglomerate

UNCONFORMITY

LOWER EOCENE

TO UPPER

CRETACEOS

Deccan Traps - Deccan Traps with inter

Trappean beds

Table 4-5: Geology of Ahmedabad District2

Lithology Formation/Group Age

Lacustrine, Channel fill, flood plain, tidal flat, spit

bar, tidal marsh deposits

Nal Sarovar, Jantral, Varahi,

Mahuva, katpur etc Holocene

Variegated Clay, Siltstone and marl Vend

formation Porbandar

Group Pleistocene

Oolitic to Sandy limestone with intercalated grit

and sandstone

Miliolite

formation

Unconformity

Basalt flow Deccan Volcanics Eocene to Upper

Cretaceous

4.6.3 Drainage

River in the South –East part is Vatrak arise from Dungerpur hills and meets Sabarmati at Vautha.

River in North-West Part is Sabarmati originates in the southwestern spurs of the Aravalli hills and

traverses a distance of 400 km through the districts of Sabarkantha, Ahmedabad and Kheda

before meeting the Gulf of Khambhat Interestingly, the river has in its upper reaches cliffy banks

rising up to 50 m. In its lower reaches, the river is seen to have frequently changed its course.

The Vatrak & Mesvo and Khari rivers are tributaries of Sabarmati. These different types of

drainage pattern mainly depend on the local geography, geology, structures and tectonics and

also it depends on the slope of the area. The area is under the influence of these river being the

main recharging source & controlling the drainage pattern.

1

2 District Resource Map, Ahmedabad and Gandhinagar Districts




4.6.4 Topography

Ahmedabad District

Ahmedabad district as whole forms a level plain gradually rising towards the north and east where

the elevation varies between 17 m and 100 m above MSL. The southern portion of the district is

low lying area with the altitude ranging 12m to 22m above MSL, the mining leases falls in northern

part of the district in Detroj Rampura and Mandal Taluks.

Kheda District

The district is mostly occupied by Holocene sediments. These sediments are of marine, fluvial and

Aeolian origin. The marine sediments include the older tidal flats and tidal marsh of Rann Clay

formation and shoal, tidal flat and marsh of younger Mahuva Formation. The Fluvial sediments

include flood plain and delta of Katpur Formation and Channel-fill and flood plain of younger

Varahi Formation. The Aeolian sediments include stabilized sand sheet and sand dune of Akhaj

Formation and Sand sheet of Younger Jantarl Formation.

4.7 Climatic data from secondary sources

The climatic data is based on the long-term climatological tables (1961 – 1990) published by

Indian Meteorological Department (IMD) for Ahmedabad. A copy of the long-term climatological

data is enclosed as Annexure 5.

Temperature

The period from March to May is one of continuous increase in temperatures. May is generally the

hottest month with a mean daily maximum temperature of about 41.7°C and mean daily minimum

of about 26.2°C. The weather is intensely hot in summer and on some days the day temperature

may reach up to 45°C. The highest temperature recorded is 47.8°C on 27th May 1916.

From November, both day and night temperatures begin to decrease rapidly. January is generally

the coldest month with the mean daily maximum temperature at about 28.3°C and mean daily

minimum at about 11.9°C. Cold waves sometimes affect the region in association with the passage

of western disturbances across North India. On such occasions, the minimum temperature

sometimes drops down to 6-7°C. The lowest temperature recorded at Ahmedabad is 2.2°C on 6th

February 1920.

Wind

Long term wind direction data is presented in Table 4-6. During June to September, that is

during the monsoon season wind blows mostly from south-west. During the period from October

to February, both the morning and evening winds are mostly from northeast. During March to May

wind mostly blows from north-west predominantly.

Table 4-6: Predominant Wind Direction IMD Ahmedabad

Month

Predominant Wind

First Second Third

Morning Evening Morning Evening Morning Evening

January E N NE/ CLAM NW N NE

February CALM NW NE/E W NW NE

March NW NW CALM W E N

April NW NW W W CALM SW




Month

Predominant Wind

First Second Third

Morning Evening Morning Evening Morning Evening

May W W NW SW SW NW

June SW SW W S S W

July SW SW W W S S

August SW SW W W NW/CALM S

September NW SW W W SW NW

October CALM CALM NW NW E N

November E CALM CALM N NE E

December E N NE E CALM NE / NW

Rainfall

The distribution of rainfall in the region, which includes the study area, is uneven. Average rainfall

in the region is 762.7 mm. About 93 percent of the annual rainfall in the region is received during

the southwest monsoon months i.e. June to September. July is the rainiest month.

The annual average rainfall is about 762.7 mm. Maximum rainfall in any one month was recorded

in the month of July in year 1905 which was about 952.5 mm. July is having maximum number of

rainy days i.e. 11.2.

Cloud Cover

The area remains cloudy between June - September, which is the active period of the monsoon

season. During this time all clouds cover is between 4.3 to 6.6 Oktas during day time and 3.9 to

6.3 Oktas during night time.

Humidity

Most humid conditions are found in the monsoons, followed by post-monsoons, winter and

summer in that order. Mornings are more humid than evenings and humidity ranges from a high

of 74-87% in monsoon mornings to a low of 20-45% in summer evenings. During post-monsoon

season, in morning humidity remains between 55-64% and in the evening it remains between 35-

37%.

Table 4-7: Average Meteorological Condition at IMD Ahmedabad (1961-1990)

Month

Mean Daily Temperature Rainfall

(mm)

Monthly

Total

No. of

Rainy

days

Relative

Humidity

(%),

Morning

Relative

Humidity

(%),

Evening

Max Min

January 28.3 11.9 1.8 0.2 59 32

February 30.9 14.0 1.1 0.1 53 25

March 35.8 18.9 1.0 0.1 49 20

April 39.8 23.5 2.7 0.2 54 20

May 41.7 26.2 15.1 0.7 65 23

June 38.5 27.1 98.7 4.2 74 45

July 33.4 25.6 262.3 11.2 85 67

August 31.9 24.7 239.6 10.8 87 71

September 33.7 24.2 108.9 5.3 82 58

October 36.0 21.0 16.2 0.4 64 37




Month

Mean Daily Temperature Rainfall

(mm)

Monthly

Total

No. of

Rainy

days

Relative

Humidity

(%),

Morning

Relative

Humidity

(%),

Evening

Max Min

November 33.1 16.6 11.5 0.6 55 35

December 29.6 13.2 3.8 0.2 60 35

Total - - 762.7 34.0 - -

Average 34.4 20.6 - - - -

4.8 Social Infrastructure Available

Availability of health facilities in the study area are very poor. There are 17 primary health centers,

106 primary health sub-centers, 25 maternity & child welfare centers, 51 family welfare centers

and 4 hospitals present in the study area. 109 registered Private Medical practitioners are available

for the visits to villages as and when required by the people. (This includes data for all three

districts Kheda, Gandhinagar, & Ahmedabad)3.

1

3 Primary census abstract 2011.


TALUKA & DIST: KHEDA (GUJARAT) PLANNING BRIEF


5 PLANNING BRIEF

5.1 Planning Concept

Site falls under the seismic intensity Zone III, which is classified as Moderate Risk zone. Thus,

suitable seismic coefficients accordingly shall be adopted while designing the structures to make it

earthquake resistant.

Transportation of raw material will be carried out through existing SH-140.

5.2 Population Projection

Refer Chapter 2, Section 2.6, Pg. 4.

5.3 Land Use Planning

Land was purchased for thermal power plant from farmers as per the market price. Change is land

use is envisaged from agriculture use to industrial use. Draft Landuse map within 10 Km from the

project site is provided in Annexure 4.

5.4 Assessment of Infrastructure Demand (Physical & Social)

No additional infrastructure demand is required.

5.5 Amenities/Facilities



DIST: KHEDA (GUJARAT) PROPOSED

INFRASTRUCTURE


6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area (Processing Area)

The proposed power plant will mainly comprise of following sections:

Boiler House consisting of AFBC Boilers – 2 Nos., Steam Turbine, Alternator / Generator;

Fuel storage area;

Utility Area consisting of cooling tower, compressors, ESP section, ETP (RO & MEE) area;

Fly Ash & Hazardous waste storage area.

6.2 Non-Processing Area

Non processing area will include weighbridge, administrative building, laboratory, security cabins,

workers restroom, vehicle shed, water reservoirs for raw water and fire hydrant system, temporary

storage sites, worksblock etc.

6.3 Green Belt

Around 33.6 % (~5,665 m2) of total plot area will be developed as greenbelt as shown in

Annexure 2.

6.4 Social Infrastructure


6.5 Connectivity


6.6 Drinking Water Management

The source of drinking water is either through borewell or water from nearest river which is

Sabarmati and Vatrak River. Water from rivers is being treated and make it suitable for drinking

purpose.

6.7 Sewage System

9 KLD of domestic waste water will be collected in Septic Tanks and disposed in Soak Pits.

6.8 Industrial Waste & Solid Waste Management

Solid waste as mentioned in Chapter 3, Section 3.8.4 shall be collected, stored, disposed off as

per the Fly Ash Notification, 2015, as amended till date.

6.9 Power Requirement & Supply / Source

Refer chapter 3, section 3.7.1.


DIST: KHEDA (GUJARAT) R & R ISSUES


7 REHABILITATION AND RESETTLEMENTS (R& R)

PLAN

Land was purchased from farmers as per the market price. All the dues are settled and hence, R &

R issues are not envisaged.


DIST: KHEDA (GUJARAT) PROJECT SCHEDULE &

COST ESTIMATE


8 PROJECT SCHEDULE AND COST ESTIMATE

8.1 Likely date of start of construction and likely data of completion

The construction is likely to start after getting Environmental Clearance and NOC/CTE from the

authorized committee. Tentative schedule for the project to be completed is given in Table 8-1.

Table 8-1: Tentative Project Time Schedule

S. No. Activities Start Finish

1 EC Approval March, 2017 March, 2018

2 Detailed Engineering January 2018 January 2019

3 Procurement and Delivery January 2019 August 2019

4 Construction at Site (Buildings, Mech., Piping, Elec. etc.) January 2019 May 2019

5 Pre Commissioning August 2019 September 2019

6 CTO Approval August 2019 September 2019

7 Process Startup and Stabilization September 2019 October 2019

8.2 Estimated Project Cost

The project cost is estimated to be around INR 73.9 Crore. The breakup is given in Table 8-2.

Table 8-2: Cost Break-up

S. No. Particulars Amount (INR in Crores)

1 Boiler with Deaerator, Storage Tank, Chemical Dosing System 25.8

2 Steam piping and PRDS 0.6

3 Electro Static Precipitator (ESP) 3.0

4 Automation, Instrumentation 1.0

5 Supervision, Erection & Commissioning 2.2

6 Turbine with Auxiliaries & HT Alternator 10.2

7 Erection & Commissioning 0.6

8 Air cooled condenser 7.2

9 Erection & Commissioning 0.3

10 Water treatment plant, Transfer Pump & Storage Tank 0.7

11 Coal Handling System &Ash handling 4.0

12 Boiler, Turbine & All Civil Works including Chimney & RCC silo 9.3

13 Misc. like Fire Fighting, Air Conditioning, crane, Lab Equip,

Compressor, Aux cooling tower etc. 0.6

14 Power Plant Integral Electrical Works 0.7

15 Consultancy and other statutory expenses 0.4

A Contingencies 2% 0.8

Total Project Cost without taxes & duties 67.6

B Freight and Insurance @2% 0.8

Sub Total 68.4

C Excise duty @ 5.25% 2.0

D CST @ 2% 1.1

E Service tax 14.5% 2.4

Total Project Cost 73.9


DIST: KHEDA (GUJARAT) PROJECT SCHEDULE &

COST ESTIMATE


8.2.1 Profitability

The project has been conceived assuming that there will be a demand for power in nearby

industries and textile units, leading to a reasonable rate of return in the medium term. The project

is thus considered ‘bankable’.


DIST: KHEDA (GUJARAT) ANALYSIS OF PROPOSAL


9 ANALYSIS OF PROPOSAL

9.1 Financial and Social Benefits


available in the region and they have to rely on the grid power and own small boilers.

Requirement of nearby industries and textile units will be fulfilled by this proposed power plant.

During the lean period, husk will be used as per its availability. Currently it is being used by many

nearby brick manufacturers for burning purpose. In such small scale industries, no APCE is

attached generally. If it is used in proposed power plant, the emissions from the stack will be

controlled and shall meet the GPCB norms.

During the construction phase around 100 workers will be hired. During operation phase, project

will generate direct employment for more than 50 people and indirect employment for

approximately 25 people.

The positives impact include enhanced direct employment for technical/administrative works and

indirect employment opportunities for transporters of raw material like Coal & Husk.

If this project comes up, it will have social, financial and environmental benefits. There will be

indirect development of small market for various aspects around the site.

Pre-feasibility study confirms viability of the project.


DIST: KHEDA (GUJARAT) ANNEXURES


ANNEXURES




Annexure 1: Willingness Letters – Rice Mills

Letter from Kedar Nath Rice Mill




Letter from A. M. Agro Pvt. Ltd.




Letter from Akshar Rice Mill




Letter from Baldev Krupa Rice Mill




Letter from Jagathnath Agro Pvt. Ltd.




Letter from Anarbath Rice Mill




Letter from Keshav Laxmi Rice Mill

M/S. BPIPL PFR – NEW POWER PLANT OF 23 MW AT VILLAGE: NAIKA, TALUKA & DIST: KHEDA (GUJARAT) ANNEXURES


Annexure 2: Site Layout Map



Annexure 3: Project Site Located on Toposheet No. F43G5, F43G6, F43G569 & F43G10



Annexure 4: Draft Landuse Map



Annexure 5: Long Term Meteorological Data – IMD Ahmedabad



CONTACT DETAILS

Vadodara (Head Office)

871/B/3, GIDC Makarpura, Vadodara, India – 390 010.

E: [email protected]; T:+91-265-3001000; F: +91-265-3001069

Delhi / NCR

Spaze IT Park, Unit No. 1124, IIth Floor, Tower B3, Sector 49, Near Omaxe City Centre Mall, Sohna Road,

Gurgaon, Haryana, INDIA - 122002.

E: [email protected]; T: +91-124-4242430 to 436; F:+91-124-4242433

Kadam Environmental Consultants

w w w . ka d a m en v i r o . c o m

Envi ronment for Deve lopment



http://www.kadamenviro.com/

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