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PRE-FEASIBILITY REPORT
On
Proposed Cement Grinding Unit for 0.14 MTPA GreenField Portland Pozzolana Cement ( PPC )At-Kurari, Durgauti, Bhabua District, Bihar.
OF
M/s. HIMALAYAHEIGHT CEMENT PVT. LTD.
Prepared by:- SEPTEMBER-2014
VISIONTEK CONSULTANCY SERVICES PVT. LTD(An Enviro Engineering Consulting Cell)
Plot No.-108, District Centre, Chandrasekharpur, Bhubaneswar-16,Phone No. : 91-674-2744594, 3250790, Fax: 91-674-2744594
E-mail-visiontekin@yahoo.co.in , visiontekin@gmail.comVisit us at - www.vcspl.org
TABLE OF CONTENT
Sl.No. PARTICULARS PAGE No.
CHAPTER-1 EXECUTIVE SUMMARY
1.0 Introduction 2
2.0 Identification of Project & Project Proponent 2
3.0 Project description 3
4.0 Site Analysis 5
5.0 Planning Brief 6
6.0 Proposed Infrastructure 7
7.0 Rehabilitation & Resettlement(R&R) Plan 7
8.0 Project Schedule & Cost Estimates 7
9.0 Analysis of Proposal 8
CHAPTER-02 INTRODUCTION
2.1 Identification of Project & Project Proponent 9
2.2 Brief Description of nature of the Project 10
2.3 Need of the Project & its importance to the country andor Region 10
2.4 Supply-Demand Gap 10
2.5 Export Possibility 11
2.6 Employment Generation(Direct& Indirect) due to the Project 11
CHAPTER-03 PROJECT DESCRIPTION
3.1 Type of Project 13
3.2 Location 13
3.3 Site Selection 17
3.4 Technology Selection 17
3.5 Project description 23
3.6 Raw Materials Requirements 26
3.7 Resource Optimization/Recycling & Reuse envisaged in the Project 28
3.8 Water & Power Requirement 29
3.9 Quantity of waste to be generated(Liquid& Solid) & Scheme for their
Management/ Disposal
30
3.10 Schematic Representations of the Feasibility Drawing Which Give Information of 33
EIA Purpose
CHAPTER-04 SITE ANALYSIS
4.1 General 35
4.2 Connectivity 35
4.3 Existing Land use Pattern 35
4.4 Existing Infrastructure 35
4.5 Climate Data 35
CHAPTER-05 PLANNING BRIEF
5.1 Planning Concept 36
5.2 Population Projection 36
5.3 Amenities & Facilities 36
CHAPTER_-06 PROPOSED INFRASTRUCTURE
6.1 Industrial Area 40
6.2 Residential Area 40
6.3 Green Belt 40
6.4 Social infrastructure 40
6.5 Connectivity 41
6.6 Drinking water Management 41
6.7 Sewerage System 41
6.8 Solid Waste management 42
CHAPTER-07 REHABILITATION & RESETTLEMENT(R&R) PLAN
7.1 Rehabilitation & Resettlement(R&R) Plan 43
CHAPTER-08 PROJECT SCHEDULE & COST ESTIMATES
8.1 Project Schedule 44
8.2 Project Cost 46
CHAPTER-09 ANALYSIS OF PROPOSAL
9.1 Financial & Social Benefits 48
9.2 Other Benefits 48
LIST OF TABLES
Sl. No. PARTICULARS PAGE No.
1.0 Raw Materials Requirement & Source 4
1.1 Water Requirement 5
1.2 Land Use Breakup 6
1.3 Project Cost Breakup 7
2.0 Market Potential-Cement Consumption Forecast(MT) 11
3.0 Land Use Breakup 16
3.1 Raw Materials Requirement & Product Mix 27
3.2 Raw Materials Requirement & Source 27
3.3(a) Raw Material Analysis of Clinker 28
3.3(b) Raw Material Analysis of Gypsum 28
3.3(c) Raw Material Analysis of Fly Ash 28
3.4 Water Requirement 29
3.5 Source of Air Pollution & Control measures 31
3.6 Solid Waste Generation & Management 32
8.0 Project Cost 46
8.1 Cost of Pollution Control Measures 47
LIST OF FIGURES
Sl. No. PARTICULARS PAGE NO.
3.0 Plant Location 14
3.1 TOPO Map(10 Km Radius) 15
3.2 Plant Layout 17
3.3 Process Flow Diagram 23
3.4 Material Balance 26
3.5 Water balance 29
3.6 Schematic Representation 34
6.0 Rain Water Harvesting Diagram 42
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 1
CHAPTER – 01
EXECUTIVE SUMMARY
1 Name of the Project Proposed 0.14 MTPA Greenfield Portland PozzolonaCement (PPC) grinding project at Kudari, Durgauti,Bhabua District, Bihar.M/s HimalayaHeight Cement Private Ltd.
2 S.No. in the Schedule Activity 3(b)
3 Registered Office M/s HimalayaHeight Cement Pvt. Ltd.723, Bharuli-4, Bharauli, Tehsil-Ballia, Ballia-221713,U.P.
4 Name of the Promoters Mr. Rambabu VermaAt- Village BharauliP.O.-BharauliDist - Ballia-277501Uttar Pradesh
5 Present Business Cement Grinding
6 Area of Plant 3.10 Acres
7 Topo Sheet No 63 O/7, 63 O/8, 63 O/11, 63 O/12
8 LatitudeLongitude
250 12’ 59.16” N830 26’ 52.88” E
9 Proposed Capacity 0.14 MTPA Portland Pozzolana Cement (PPC)
10 Cost of the Project 805.00 Lakhs
11 Man Power Requirement 60 Peoples
12 Water Requirement 8 m³/Day Will be sourced from Bore well.
13 Power Requirement 1000 KW, Will be met from Bihar State Electricity Board
14 Nearest Railway Station/Airport along with distance inKms.
Karmnasha at 3.0 KM NW & Dhaniachha at 4.5 km NE.Lal Bahadur Sastri International Airport, Varanasi at 64Km N.
15 Nearest Town, City, DistrictHead quarters along withdistance in Kms
Nearest Town- Mohania 18.3 Km ENearest City- Chandauli 18.7 Km NWDistrict Headquarter- Bhabua -24 Km SE
16 Villag Panchayats,ZillaParishad,Municipalcorporation, Local telephonenos. to be given) body(complete postaladdresses with telephoneno.s to be given)
Village Panchayat : Dhadahad Panchayat -3 km EZilla Parishad : Bhabua-24.8km SE
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 2
1.0 INTRODUCTION
Bihar Cement Industry is on a roll, driven by a booming housing & industrial sector, the
demand for cement has increased substantially. In particular within a short span of time the
industrial sector has shown tremendous growth and the infrastructure has to meet the pace
to provide better facilities and services.
Since the entire market of Bihar is a predominately PPC user, it shall not be difficult for any
cement industry to market the cement within the state of Bihar as well as to neighboring
state of Uttar Pradesh. Further, numbers of Industries like power plants, housing in urban &
rural sectors and infrastructural projects are coming up in Bihar where the consumption of
cement will be in huge quantity. Hence, the marketing of cement produced locally will be in
better position than the cement plant presently marketing Cement produced outside Bihar.
In this aspect demand and supply of cement plays crucial role to realize and sustain the
growth. After identifying the cement market potential in Bihar and specific area, the growth
/ cement demand & supply gap further widens and hence the scope for cement market
potential. The cement demand & supply statistics indicates that the supply is not meeting
the current demand and there is scope for further 50% more addition than the prevailing
scenario.
To cater this wide gap of cement demand & supply, it is intended as a quick think to set up a
cement grinding unit in the fast growing industrial location at Bhabua. In addition to this, it is
also intended to make use of the available by-product (disposable) resources such as fly ash
in abundant quantity from the nearby Power industry.
Blended cement manufacturing has become the need of the day to meet the present market
trend and also to save ecosystem. PPC Cement is produced by addition of 25% fly ash by
feeding to the mill inlet /separator. It is foreseen to produce blended cement with addition
of 45-50% fly ash with appropriate method of fly ash feeding & mixing arrangements to
achieve consistent quality.
2.0 Identification of Project and Project Proponent
M/s HimalayaHeight Cement Pvt. Ltd intends to install a 0.14 MTPA Cement Grinding Units
to produce Portland Pozzolana Cement(PPC) at - Kudari, Durgauti, District- Bhabua, Bihar to
cater to the demand of Western Utter Pradesh, with focus on essentially within the state of
Bihar and secondary market North West of Utter Pradesh.
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 3
M/s HimalayaHeight Cement Private Limited has proposed to purchase main raw materials
like,
Clinker: K.J.S Cement, Maihar Birla cement, Satna, M.P. Shree cement, Rajasthan
Fly Ash: Hindalco - Renukoot, NTPC- Anapara, U.P. and
Gypsum: Paradeep Chemical -Odisha, Druk Sapair Corporation, Bhutan.
2.1 Demand - Supply Gap
The Indian cement sector is expected to witness positive growth in the coming years, with
demand set to increase at a CAGR of more than 8 per cent in the period FY 2013-14 to FY
2015-16, according to the latest report titled ‘Indian Cement Industry Outlook 2016’ by
market research consulting firm RNCOS. The target markets are those of essentially within
the state of Bihar and secondary market North West Region. The current scenario of the
markets is presented below:
Bihar:
The current annual demand for cement in Bihar is about 10 MTPA. This is projected to
increase to 12 MTPA by FY 2015.
2.2 Employment Generation
Employment potential of the proposed project is given below:
The manpower requirement for the operation of the plant will be about 60 including
Administration staff & Managerial staff.
Plus additional jobs generated by local business in the supply of raw materials, finished
products and services.
3.0 PROJCET DESCRIPTION
The proposed project is 0.14 MTPA Cement Grinding Unit to produce Portland Pozzolana
Cement (PPC) using Ball Mill technology.
3.1 Location
The proposed site is located at - Kurari, Durgauti, District- Bhabua, Bihar. The Latitude and
Longitude are 25ᵒ 12’ 59.16” n and 83ᵒ 26’ 52.88” E respectively.
3.2 Site Selection
The total project land area required for the proposed project is 3.10 acres. The selection of
Grinding Unit location has been based on the following considerations.
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 4
Access to high growth domestic cement markets and future industrial and
infrastructure development.
Availability of land, road and fly ash as waste of nearby Power plant.
Availability of Infrastructure facilities.
No other alternate site is considered for the project.
3.3 Technology Selection
The technical concept of the plant has been developed keeping in view the state-of-art
technology in size reduction & communition as well as an effective control on the level of
pollution for the PPC grinding unit at Bhabua in Bihar. The Ball Mill technology has been
selected for manufacturing of PPC. For production of Portland Pozzolona Cement (PPC),
inter-grinding of fly ash with clinker and gypsum is being proposed.
3.4 Project Process Details
Following are the steps involved in production process:
1. Raw material receiving
2. Raw material storage
3. Raw material feeding
4. Clinker Grinding Mill
5. Cement Storage
6. Cement Packing and Dispatching
3.5 Raw Material Requirement
Following are the inputs along with source and mode of transport.
Table 1.0 Raw Materials Requirement & Source
SL Material Source Transportation mode
Total R.MRequirement(PPC) in TPA
1 ClinkerK.J.S Cement, MaiharBirla cement, Satna, M.P. ShreeCement, Rajasthan.
Road/Rail 98,000
2 Flyash Hindalco, Renukoot, NTPC, Anapara,U.P. Road 36,400
3 Gypsum Paradeep Chemical, Odisha,Druk Sapair Corporation, Bhutan. Road/Rail/Ship 5,600
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 5
3.6 Water Requirement
Water requirement for the project is as follows:
Table 1.1 Water Requirements
Sl.
No.Description Total water Requirement
(m3/day)
1 Process Requirement Nil
2 Greenbelt & Dust Suppression 5.0
4 Domestic & Misc 3.0
TOTAL 8.0
3.7 Power Requirement
The total power demand of the plant is expected to be about 1000 KW and the requirement
will be met from BSEB from 33 KV substation located at Karmnasha at 3.5 Km from the site.
3.8 Waste Generation and Management
The cement grinding plant will not generate any solid waste or liquid effluents and will be
fully equipped to handle its domestic sewage. The plant will not have any gaseous emissions.
All air emissions of the plant through stacks will be through the most efficient pollution
control equipment and will not have any adverse impact on the land or marine environment.
The plant systems will be designed to keep stack emissions to levels well below the
stipulated norm of 50 mg / m3.
4.0 SITE ANALYSIS
4.1 Connectivity
The proposed site is well connected to roads & rails networks. The site is at about 18.3 km
away from nearest town Mohania. Plant is about 1.6 km from NH-2, 9.5 Km from NH-97.
Nearest railway station Karmanasha R.S is at 3.0 Km NW & Dhaniachha at 4.5 km NE away
from the site. Nearest airport is at Varanasi, at about 64 Km N from the proposed project
site. Nearest River is Karmanasha River at about 4.9 Km from the proposed site.
4.2 Topography and Existing Land use Pattern
The topography of the land is generally flat and well suited for development of industrial
projects. Land of the proposed project is barren Land. Plant is not coming under the dense
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 6
forest category land. This area does not form part of any National Park, Wild Life Sanctuary
and Natural/Biosphere reserve.
4.3 Climate Data
May month is usually the hottest with daily maximum of 45 ⁰C and mean daily on yearly
basis is 34⁰C. December is the coldest month with mean daily minimum of 10 degree Celsius.
Average annual rainfall is 1164 mm.
5.0 PLANNING BRIEF
5.1 Planning Concept
Technical Concept: This technical concept indicates the plant capacity, size and type of main
machinery, storages, design of systems, plant layout, flow sheets etc. It covers process,
mechanical, electrical, instrumentation and civil engineering aspects. The concept has
considered quality, pollution control, operation, maintenance and utility services.
Process Control, Instrumentation and Automation: Integrated & Distributed
Microprocessor based, Control & Instrumentation system has been considered for effective
control of various process variables.
Human Resources: Human Resource is the most valuable asset in any industry. The
accelerating pace of technology advancement and fierce competition in the market has led
to the increasing importance of human resources. Continuous skill updation of the existing
human resources and generating new talents in consonance with the needs of the industry
are vital for the progress of the industry.
5.2 Land Use Planning
The total land use for the project area is about 3.10 Acres which has already been identified
and acquired and will be converted from agricultural land to Industrial Land.
Table 1.2 Land Use Break-up
SL. No Description Area in Acres1 Plant Built up 1.50
2 Auxiliary Plant facilities 0.12
3 Raw material & finished products area 0.16
4 Road & administrative building 0.12
5 Green Belt (33%) 1.10
6 Truck Parking 0.10
TOTAL 3.10
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 7
6.0 PROPOSED INFRASTRUCTURE
6.1 Industrial and Residential Area
The setting up of the grinding mill and packing plant, their auxiliary equipment, clinker and
cement storage areas, electrical power receiving substation, administrative buildings and
provision for future expansion is envisaged.
6.2 Green Belt
A greenbelt development plan will be prepared and implemented along with the project.
Total green belt area shall be of 1.10 Acres (34.1% of total area). The main objective of the
greenbelt is to provide a barrier between the plant and the surrounding areas.
6.3 Others
A garland drain around the plant is envisaged to collect surface run-off during rainy
season.
Drinking water facilities will be provided for employees.
Existing road and rail network will be utilized for raw material and final products
transportation. However existing road network will be strengthened.
7.0 REHABILITATION AND RESSETTLEMENT (R & R) PLAN
The proposed project site is a barren land where no human habitation exists. Therefore,
there is no chance of any displacement of persons from their land and hence Rehabilitation
and Resettlement Policy is not applicable for the proposed project.
8.0 PROJECT SCHEDULE AND COST ESTIMATES
8.1 Project Schedule
The total project implementation schedule is 16 months from the date of approval and all
other statutory clearances from the State / Central Government.
The external agencies such as consultant, machinery suppliers, contractors of civil
construction and equipment will be selected carefully well in advance. An effective project
team has been formulated with an experienced Project Manager as its leader.
8.2 Project Cost
A broad break-up of the indicative estimate of the Project cost is provided below:
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 8
Table 1.3 Project Cost Break-Up
SL Description Rs. in Lakhs
1 Land & Land Development 5.00
2 Building & Civil construction 80.00
3Plant & Machinery, Electrical installation
& other fixed assets620.00
4 Pre-operative & preliminary expenses 25.00
5 Working Capital 75.00
Total 805.00
9.0 ANALYSIS OF PROPOSAL
The benefits of the proposed unit are follows,
Improving and building road network in the adjoining villages.
Strengthening Local School buildings for education.
Social awareness programme to improve sanitation, hygiene, HIV Prevention
Program etc.
The manpower requirement for the operation of the plant will be about 60
including Administration staff and Managerial staff.
Plus additional jobs generation by local business in the supply of raw materials,
finished products and services.
Development of the local area in terms of an enlarged market will provide the
farmers with a good outlet of their agricultural products to enjoy the price effect,
which is likely to be strong enough to offset the impending local inflations through
real-balance effect.
Thus, the proposed project will usher in social and economic upliftment of the persons
living in the vicinity of the Project i.e. of society at large.
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 9
CHAPTER – 02
INTRODUCTION
2.1 Identification of Project and Project Proponent
M/s HimalayaHeight Cement Private Limited is proposing to establish a Cement Grinding
Unit of 0.14 MTPA at- Village Kurari, Durgauti, District- Bhabua, Bihar. In the recent years
the Bihar state has shown tremendous growth in terms of overall socio economic as well as
in the manufacturing sectors. To sustain the growth rate and as well to move further with
great pace it is taking steps to develop the infra structure, housing sector etc.
In the wake of increased construction activity under the liberated region, the cement
sector has been marked by bullish trends in term of off-take. In Bihar, there has been a
sudden spurt in demand of construction materials as a large number of industries have
been developed in nearby areas. Many infrastructure projects have also been undertaken
by the Govt. to boost the growth process. The statistical facts indicate that the demand for
the cement is very much increased but there is short fall of supply in this region. The
promoters of HHCPL have identified this shortage of Cement supply and are interested to
balance the situation and utilise as an investment opportunity.
The prospect in the proposed project is very much encouraging and attractive by the
investor friendly environment in the state of Bihar.
A brief account of Management:
The company head quarter is in Bihar, as a part of its domestic capacity generation plans,
HimalayaHeight Cement Pvt. Ltd. proposed to set up a state of the art and most modern
Grinding unit named to be located in Bihar, having a capacity of 0.14 MTPA of Portland
Pozzolana Cement (PPC) per annum to cater to the demand of India, with focus on Bihar &
nearby areas.
Shri Gowri Sankar Varma , age 60, has 25 years Cement trading experience, ,
Ram Babu Varma, age 33, has 10 years experience in cement trading &
manufacturing.
Sham Babu verma, age 28, has 8 years experience in cement trading industry,
Ghanshyam Babu verma, age 25, has 7 years experience in cement trading.
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 10
2.2 Brief Description of Nature of the project
It is proposed to produce Portland pozzolana cement in the plant. The plant will have the
flexibility to produce this type of cement, according to market requirements.
The plant will have capability to dispatch cement in 50 kg bags as well as in bulk tankers.
The packing plant will be equipped with a Double nozzle packing machine together with its
auxiliaries.
2.3 Need of the Project and its Importance to the Country and/or Region
The cement industry forms the backbone of infrastructure development in any country. In
India, the cement sector has been growing steadily. It is evident that states like Jharkhand,
Madhya Pradesh, Bihar, Odisha, Chhattisgarh and West Bengal need huge investments in
the infrastructure sector. There is a high demand of PPC in the market of Bihar and it shall
not be difficult for HHCPL to market the cement within the state of Bihar as well as in
neighboring state of Utter Pradesh. Further, numbers of Industries like power plants,
housing in urban & rural sectors and infrastructural projects are coming up in Bihar and
neighboring states where the consumption of cement will be in huge quantity. Hence,
marketing of cement produced locally will be in better than the cement presently being
marketed produced outside Bihar. Thus, this is the appropriate time to create capacity in
order to meet the growth in demand for cement in future. Hence the Company will not
have any difficulty in selling its product in the Market. The cement market is booming day
by day. There is a huge demand and supply gap in the region. So, the promoters have
decided to set up the proposed Cement Grinding Plant of 0.14 MTPA Capacity.
2.4 Demand – Supply Gap
The Indian Economy is expected to grow at about 7.5% - 9% p.a. for the next few years.
Government of India proposes to invest around USD 475 billion on infrastructure sector in
the next five years. With the large infrastructure projects like roads, irrigation projects and
special economic zones in the pipeline, increasing growth in the construction activity of
industries and households, the outlay on infrastructure shall be phenomenal. Cement is
the key ingredient for all infrastructure projects. Consequently, the demand for cement is
expected to grow at about 10% -11% until 2015-16. The National Statistical Department
expects that the cement consumption in India shall increase up to 300 Million Tons by
2012, while the cement capacity was about 225 Million Tons in FY 2010.
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 11
India is the world's second largest producer of cement with total capacity of 224 million
tonnes (MT) as on April 30, 2010, according to the Cement Manufacturer’s Association.
Moreover, the government's continued thrust on infrastructure will help the key building
material to maintain an annual growth of 10-11 per cent in 2010-11.
Table 2.0 Market Potential – Cement Consumption Forecast (Million Tons)
Year Cement Consumption Consumption growth y-o-y
2010-11 224.50 10.15%
2011-12 246.95 10.61%
2012-13 271.60 10.68%
2013-14 300.68 10.50%
2014-15 330.45 10.41%
2015-16 382.50 11.56%
The market potential in this region is very much evident that there is big gap in the
demand and supply of Cement. Establishing a Cement grinding Unit can be a quick win
solution to meet the immediate demand.
The target markets are those of essentially within the state of Bihar and secondary market
North West-Utter Pradesh. The current scenario of the markets is presented below:
Bihar:
The current annual demand for cement in Bihar is about 10 MTPA. This is projected toincrease to 12 MTPA by FY 2015.
The primary markets of interest for HimalayaHeight Cements Private Limited are
essentially within the State of Bihar and Secondary market North West-Utter Pradesh.
2.5 Export Possibility
The primary markets of interest for HimalayaHeight Cements Private Limited are
essentially within the State of Bihar and Secondary market North west-Utter Pradesh.
However, export possibility maybe explored in future if required.
2.6 Employment Generation (Direct and Indirect) Due to the Project
Employment potential of the proposed project is given below:
The manpower requirement for the operation of the plant will be about 60 including
Administration staff and Managerial staff.
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 12
Plus additional jobs generated by local business in the supply of raw materials, finished
products and services.
The manpower requirement has been planned keeping in view the following:
Smooth & efficient running of the plant with optimum manpower.
Capacity utilization with optimum energy consumption.
Effective coordination
Rational distribution of responsibilities
The organizational development would be started from the project phase itself as those
involved with the project would also be trained for operations.
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 13
CHAPTER - 3
PROJECT DESCRIPTION
3.1 Type of Project
The Proposed Project of 0.14 MTPA Cement grinding Unit at Bhabua is a new plant. The
Cement grinding Unit will have a state of the art Ball mill. The proposed grinding mill will
have the capability of producing all the two types of cement, both in inter grinding mode
as also capable of grinding the various raw materials separately. A blending plant will also
be provided for proportioning and mixing to produce the desired quality of cement. The
plant will also be equipped with the most efficient auxiliary sub systems, material handling
facilities and pollution control equipment
3.2 Location
The location for the plant is at Kurari, Durgauti, District- Bhabua, Bihar. Anticipating the
future relevant growth in domestic and social it is proposed to realize the proposed plant
in this location.
The proposed site falls under the Survey of India Toposheet No. 63 O/8 and the buffer zone
falls under the Survey of India Toposheet 63 O/7,63 O/8,63 O/11 and 63 O/12.The Latitude
and Longitude of the proposed site is 250 12’ 59.16” N and 830 26’ 52.88” E respectively.
3.2.1 Plant Location
The proposed site is located at - Kurari,Durgauti, District- Bhabua, Bihar. The Latitude and
Longitude are 25ᵒ 12’ 59.16” n and 83ᵒ 26’ 52.88” E respectively.
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 14
Fig. 3.0-Plant Location
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 14
Fig. 3.0-Plant Location
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Page 14
Fig. 3.0-Plant Location
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Page 15
Fig. 3.1- TOPO MAP (Buffer Zone-10Km radius)
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Page 16
3.2.2 Land Requirement
The requirement of total land including Green Belt is 3.10 Acres, details given in Table
below. The land has been already identified & acquired.
Table 3.0 Land- Use Breakup for the Project
Sl. No. Description Area in Acres
1. Plant Built up 1.50
2. Auxiliary Plant facilities 0.12
3. Raw material & finished products area 0.16
4. Road & administrative building 0.12
5. Green Belt (33%) 1.10
6. Truck Parking 0.10
TOTAL 3.10
3.2.3 Plant Layout
The layout of the plant when developed will have the following features.
1. Process departments will be consolidated into comprehensive production units
requiring short conveying distances and elevations and lengths of gas ducts.
2. The major utilities and service facilities will be centrally located in respect to points
of high consumption.
3. Sufficient space will be provided for ease of operation and maintenance.
4. The lengths of power cables will be minimized by suitably locating load distribution
centres in respect of process departments.
5. Outward movements of materials from customers/suppliers will be segregated from
internal plant traffic.
6. Sufficient space for storage of raw materials.
7. Adequate green belt.
8. Provision for future expansion.
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 17
Fig. 3.2- Plant Layout
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Page 18
3.3 Site Selection
Selection of the grinding unit site had been done with due consideration to the availability of
the land & raw materials, approach road and access from the nearest National highway /
district road.
Factors influencing the site selection can be broadly categorized as:
Availability of power & water.
Scope for expansion.
Availability of Transport & Communication.
Nearness to market.
Vicinity of social infrastructural facilities such as market center, educational institution,
local transport, entertainment centers, medical facilities, etc.
3.4 Technology Selection
3.4.1 Inter-grinding and separate grinding
Blended cements have been produced for decades in many countries, including India, and in
recent years, a renewed interest in the production of such cements has been observed all
over the world. There are many reasons for this, with one of the main reasons being that the
production of blended cements results in a lower overall production cost, a fact that has
been strongly accentuated with the increase in fuel and power prices. The ability to have a
partial substitution of clinker with replacement materials also results in an overall increased
plant capacity without a large capital investment in terms of additional clinker production.
Blended cements can have some advantages over pure Portland cement in end use
properties such as lower heat development during hardening and an improved durability of
the final concrete structures. Finally, saving of natural resources, utilization of industrial by-
products and reduction of CO2 emissions are important contemporary issues favoring
production of blended cements.
There are a variety of solutions for the grinding of clinker replacement materials, whether by
separate grinding or by inter-grinding into blended cement. In making the selection, one
must consider not only the initial investment cost and the production cost, but also the
simplicity of the operation, maintenance issues, drying requirements, etc.
Blended cement is a mixture of separately ground or inter ground cement clinker, gypsum
and mineral admixture(s). The mineral admixture(s), clinker replacement materials, will
typically be one or more of the following material.
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• Fly Ash (PFA)
The properties of those materials vary a lot as far as reactivity (i.e. clinker replacement
potential), grindability, granulometry, humidity and abrasiveness is concerned.
Fly Ash (PFA)
Fly ash (or Pulverized Fuel Ash - PFA) is an artificial pozzolanic material with a reactivity
similar to the reactivity of natural pozzolana. Hence, practical clinker replacements are
normally below 40% with 20-30% as a typical range. The particles of PFA are mostly
spherical, with a small fraction being hollow. The fineness of PFA usually varies between 200
and 350 m2/kg (Blaine), (45 μm residues of 10-40%), which means that it has a fineness
similar to that of Portland cement. Therefore PFA is often introduced into blended cement
with little or no grinding at all. If grinding is performed it will first result in crushing of the
hollow and porous particles. A subsequent further grinding of the dense glassy material will
result in high energy consumption.
PFA is usually available as a dry powder suitable for pneumatic transportation. A comparison
of the two methods of making fly ash cement – combined grinding and separate grinding–
indicates that the most favorable ratio between cement strength achieved and the
corresponding grinding energy spent, is obtained with combined grinding. A partial
combined grinding is implemented in the way that the PFA is introduced to the separator,
irrespective of the type of grinding circuit, and only the coarse particles are returned to the
mill for further grinding. Those particles and agglomerates are then reduced in size and the
reactivity is improved.
Therefore, the PPC will be produced by inter-grinding fly ash with clinker and gypsum andblended.
3.4.2 Mill systems for grinding of blended cements and clinker replacement materials
As grinding of blended cement became more common, a large number ball mills were
brought into operation for these applications. A main issue that then needed to be
addressed was how to dry the wet mill feed materials before grinding. Other mill types like
roller presses and especially the vertical roller mill are much more suitable for grinding and
drying of materials with considerable moisture content. Mill circuits with these types of mills
are today often designed and installed specifically for grinding such materials. Further, the
roller mills in comparison to a ball mill system offer much lower specific energy
consumption.
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Page 20
Ball mill
As stated previously most existing types of ball mills designed for grinding Portland cement
are not particularly suited for drying wet materials like, say many of the clinker replacement
materials. However, the ability to dry the feed materials can be increased significantly if a
hot gas generator is included in the mill circuit and the mill is provided with a drying
compartment. An example of such a mill is one that has only one grinding compartment,
which is typical for slag grinding applications, as the raw slag is fine enough to be ground
with relatively small grinding balls. Further, the flow of hot drying gas through the mill is
facilitated without an intermediate diaphragm in the mill. However, for inter-grinding of
blended cement with clinker and lower moisture content in the mill feed material; a two-
compartment mill will usually be more suitable.
A ball mill offers a very well proven and sturdy technology for grinding of blended cements
and slag. However, the ball mill has its limitations as regards drying of the wet clinker
replacement materials, and further it has higher energy consumption, consequently, other
types of mills are becoming increasingly more common for grinding of these types of
materials.
High pressure Grinding Rolls (HPGR)
It is a well-known fact that high-pressure grinding rolls or roller presses are much more
efficient in the grinding process than ball mills. For every 1 kWh/t that the HPGR contributes
to the grinding circuit, the ball mill power is reduced by approximately 2kWh/t or even
more, dependent on the type of material to be ground. Maximizing the work done by the
HPGR, results in a more efficient overall grinding process. In order to increase the amount of
work done by a HPGR, it is necessary to recycle a portion of the pressed material back to the
press for further grinding. A large number of roller presses have been introduced for various
applications, including grinding of blended cement. However, slag in particular is an ideal
material for grinding in a roller press. The glassy and thus brittle structure of the slag makes
grinding under high pressure very efficient. Further, with a suitable amount of moisture
present slag forms a very stable grinding bed that allows a higher circulation of material back
to the press without the associated operational instability as compared to clinker grinding. In
many applications of a roller press for slag grinding at least a partial drying of the raw slag is
required to attain moisture content in the feed material that will provide adequate
operating conditions for the roller press. Obviously the facilities for drying of the slag will
usually add to the complexity of the installation.
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Page 21
The various suppliers of grinding equipment offer a variety of grinding systems designed for
a larger utilization of the roller press than can be achieved in a pregrinding arrangement.
Such systems, often named semi-finish systems, hybrid systems combi-grinding etc,
comprise a roller press, a ball mill, drying facilities and a separator arrangement that can be
combined in a multitude of arrangements. In particular the design of the separator
arrangement is specific for the individual suppliers. Whichever separator arrangement is
applied they all have the ability to disagglomerate the product from the roller press and
separate it in a course fraction recirculated to the press and a finer fraction for the ball mill
and/or the fines separator. With the fines removed from the coarse material recirculated
back to the roller press the operation is stabilized, resulting in a significant reduction in the
overall circuit power.
In the extreme the ball mill can actually be eliminated – this is described as finish grinding in
the roller press but separate slag drying facilities are required in this arrangement as good
control of moisture is required for stable operation Finish grinding operation results in very
large savings in the specific energy consumption of the grinding system. One of the
drawbacks to this type of system is the fact that the slag produced will have a very steep
particle size distribution, which may not be optimum in terms of the effects of the setting
time and the water requirements in concrete.
The maintenance of a roller press is much more critical than that required by a ball mill.
Wear of the grinding rollers needs continuous repairs. This maintenance is more expensive
and requires a higher degree of sophistication and labour than a ball mill, if only for the
reason that a roller press system comprises more equipment of a higher complexity than a
ball mill circuit.
As grinding of blended cement and slag became more common, a large number ball mills
were brought into operation for these applications. A main issue that then needed to be
addressed was how to dry the wet mill feed materials before grinding. Other mill types like
roller presses and especially the vertical roller mill are much more suitable for grinding and
drying of materials with considerable moisture content. Mill circuits with these types of mills
are today often designed and installed specifically for grinding such materials. Further, the
roller mills in comparison to a ball mill system offer much lower specific energy
consumption.
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Page 22
Conclusion:
Today there is a fairly wide range of mill arrangements available for grinding the various
types of clinker replacement materials. All the systems described have been in the market
for several years and with proper adjustments to the operational parameters or adjustments
to the arrangement, each is capable of producing a product that satisfies the market’s
requirements to end product quality.
A ball mill and a vertical roller mill offer a simple plant arrangement, while
arrangements with a roller press generally are somewhat more complicated with
more equipment, which in many cases comprises a separate drying installation.
A ball mill represents sturdy and well proven technology and it is easy to maintain.
The roller press and the vertical roller mill are more complicated machines and
maintenance work requires more skill. The maintenance costs may also be higher for
the more complicated machines, to some extent depending on the materials
ground.
The specific energy consumption for a ball mill system is significantly higher than for
systems with roller presses or vertical roller mills. The high energy consumption of
the ball mill is actually the most decisive disadvantage of this technology.
The vertical roller mill is the most versatile of the three grinding machines. Separate
drying facilities are not required and it is easy to change from one product type to
another product with practically no transition periods between products.
Generally the ball mill system offers the lowest plant installation cost, including the
costs for civil works. The total cost for a vertical roller mill installation is usually
somewhat higher, and the cost for an installation with roller press will in most cases
be the highest. However, the relative costs of the systems will obviously depend on
specific plant arrangements and in particular on regional variations of costs for civil
works.
Today the ball mill offers a very well proven and sturdy technology for grinding of blended
cements and slag. However, the ball mill has its limitations as regards drying of the wet
clinker replacement materials, and further it has higher energy consumption consequently. 3
nos. of Ball mills will be used for this process with capacity of 150 TPD each.
The Ball Mill technology has been selected for the Project. 3 nos. of Ball mills will be used for
this process with capacity of 150 TPD each.
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Page 23
Fig. 3.3-PROCESS FLOW DIAGRAM
3.5 Project Description
The Portland pozzolana cement will be produced by either, intergrinding of clinker along with
gypsum and flyash in certain proportions in a Ball mill or grinding the clinker, gypsum and
flyash separately and then thoroughly blending them in certain proportions in the ball mill.
Three hoppers are considered; one for storage of clinker, one for gypsum and the other one
for additives. The grinding circuit is connected with a high efficiency ball mill. The final
product from mill will be conveyed to cement silo by means of bucket elevator.
3.5.1 Raw material receiving
The plant will have an installed cement grinding and packing capacity of 0.14 million tonnes
per annum. The main raw material clinker requirement will be met from K.J.S Cement,
Maihar Birla cement, Satna, M.P. Shree cement, Rajasthan manufacturing Plants. The clinker
will be stored in a covered condition while it awaits transportation to site.The additives raw
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Page 24
materials gypsum requirement will be met from the nearby source Paradeep chemical,
Odisha, Druk Sapair corporation, Bhutan. The raw material receiving & handling system will
be adequately equipped with pollution control equipment.
3.5.2 Raw material Storage
The raw materials, clinker, gypsum and additives will be stored in their respective
designated areas inside the plant. Adequate storage capacity, depending upon quantitative
consumption requirements, availability, transport lead times and seasonality will be
provided inside the plant.
3.5.3 Raw material Feeding
A belt conveyor will run along the length of the storage areas on which will be placed steel
hoppers for feeding the belt. The raw materials will be fed by a pay loader into the hoppers
to feed the material onto the belt.
The belt conveyor will run to the mill hoppers so as to discharge the material into the mill
hoppers. The mill section will have four individual hoppers one each for clinker, gypsum and
additive, the storage capacities of each to be decided based on process requirements.
The belt conveyor will discharge the respective raw material into the individual mill
intermediate and storage hoppers. All these hoppers will be enclosed and each will be de-
dusted, separately, with high efficiency bags type dust filters.
Each of these hoppers will have a rod type gate for extraction through which the raw
material will be fed onto a belt type weigh feeders for proportioning and controlling feed to
the grinding mill. The individual weigh feeders containing the proportioned and controlled
amount of material will discharge onto a common belt conveyor, which will discharge the
material into the mill inlet box for grinding. All the transfer points will be de-dusted, with
high efficiency bag type dust filters.
3.5.4 Clinker Grinding Mill
The clinker, gypsum and fly ash, will be either ground separately or inter ground in a ball
mill, to produce the desired type of cement.
Cement from the mill will be fed to a new generation, high efficiency Air separator. The air
separator will classify the coarse material and the same will be returned to the mill for
further grinding. The air separator will be provided with a set of high efficiency cyclones and
a bag filter in series, into which the fines will be carried with the air stream, which will collect
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Page 25
the finished product cement. The air from the cement mill will be de-dusted in a bag filter
before being vented out.
The finished product cement from the mill will be transported by a series of air slides and
belt bucket elevator to the cement storage silos.
All the material transfer points and process venting will be de-dusted, with high efficiency
bags type dust filters.
3.5.5 Cement Storage
Once the production of Cement is complete, the finished product is transferred using bucket
elevators and conveyors to storage silos for dispatch. Most of the Portland cement is
transported in bulk by railway, truck, or barge, or in 50 kg multi walled paper bags. Once the
cement leaves the plant, distribution terminals are sometimes used as an intermediary
holding location prior to customer distribution. The same types of conveyor systems used at
the plant are used to load cement at distribution terminals.
Two nos.of silos of capacity 500 Tons each are considered for storage of Cement. The
cement can be extracted from the silos through an extraction system and metering devices.
The extracted cement will be conveyed to the Packing machine through Bucket Elevator.
Each silo will have two discharge points, one for cement extraction to the Packing (Bagging)
plant and the other for dispatch of cement in bulk.
3.5.7 Cement Packing
Single nozzle packing is considered and the cement bags will be loaded into the Truck /
Wagons through belt conveyors and loading stations.
There will be arrangements made in the lay out for bulk loading of cement directly into the
truck tankers from the silos and hoppers. This will facilitate the reduction of packaging cost
for bulk and industrial customers.
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Page 26
Fig. 3.4- MATERIAL BALANCE (for Manufacture of PPC)
Plant and Machinery Source
All plant and machinery will be sourced through globally reputed and proven suppliers
having vast experience of supply of various equipments required for the Cement Industry. All
equipment will incorporate the latest state of the art design and technology, eco friendly
and will conform to global standards of workmanship.
Taking into account, reliability of equipment and matching capacities between the different
sections of the plant, the type of equipment/ installation system and the departmental
capacities at the plant, have been arrived at.
3.6 Raw Materials Requirements
The clinker for the plant will be sourced from the neighboring clinker manufacturing Plants.
The plant will have adequate storage facilities for clinker. The clinker will be stored in a
covered condition while it awaits transportation to site.
The additives raw materials Gypsum requirement will be met from the nearby source K.J.S
Cement, Maihar Birla cement, Satna, M.P. Shree cement, Rajasthan. and Fly ash from
Hindalco, Renukoot, NTPC, Anapara, U.P.The required facilities for unloading of bulkers and
trucks and storage of fly ash will be provided at the plant. The gypsum required for the
production of the various types of cement will be sourced from Paradeep chemical, Odisha,
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Page 27
Druk Sapair Corporation, Bhutan.
The Cement grinding plant will have a state of the art Ball mill. The proposed grinding mill
will have the capability of producing PPC grade of grinding the various raw materials
separately. A blending plant will be provided for proportioning and mixing to produce the
desired quality of cement. The plant will also be equipped with the most efficient auxiliary
sub systems, material handling facilities and pollution control equipment.
The plant will have capability to dispatch cement in 50 kg bags as well as in bulk in tankers.
The packing plant will be equipped with packing machine having a capacity of 1 x 20 TPH,
along with semi mechanized Loading machines, together with its auxiliaries.
All other infrastructure facilities, required for operation and maintenance of the plant will be
set up along with main plant and equipment. The cement produced will be sold mainly in
Bihar. And secondary market will be in the North- East Region of U.P.
The raw material requirement for the proposed plant has been worked out for a production
of 0.14 million tonnes per annum. However the requirement of various raw materials may
change from time to time. The quantitative requirement and sources of various raw
materials, generally, will be as follows:
Table 3.1- Raw Material Requirement and Product Mix
Sl.No Raw MaterialFor PPC(0.14 MTPA)
Raw Material Mixin %
Requirement TPA
1 Clinker 70 98,0002 Fly ash 26 36,4003 Gypsum 4 5,600
Total 100 1,40,000
Table3.2- Raw Material Requirement & Source
SL.No Material Source Transportatio
n mode
Total R.MRequirement (PPC)
in TPA
1 ClinkerK.J.S Cement, MaiharBirla cement, Satna, M.P. Shreecement, Rajasthan.
Road/Rail 98,000
2 Flyash Hindalco, Renukoot, NTPC,Anapara, U.P. Road 36,400
3 Gypsum Paradeep chemical, Odisha,Druk Sapair corporation, Bhutan. Road/Rail/Ship 5,600
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Page 28
3.6.1 Raw Material Analysis
Table 3.3(a) Raw Material Analysis of Clinker
MATERIAL CHEMICAL COMPOSITION, %
ClinkerLOI SiO2 Al2O3 Fe2O3 CaO MgO SO3 K2O Na2O TiO2 Mn2O3 P2O5 Cl
0.27 23.8 5.6 1.9 65 2 0.33 0.74 0.09 0.18 0.03 0.05 0.01
Table 3.3(b) Raw Material Analysis Gypsum
MATERIAL CHEMICAL COMPOSITION, %
GypsumLOI SiO
2Al
2O
3Fe
2O
3 CaO MgO SO3
P2O
5 Cr2O3 Purity
18.09 1.79 1.01 0.62 30.97 0.6 44.86 0.80 0.01 94.36
Table 3.3(c) Raw Material Analysis Fly Ash
MATERIAL CHEMICAL COMPOSITION, %
Fly AshLOI SiO
2Al
2O
3Fe
2O
3 CaO MgO SO3
Na2O Total Chlorides
0.17 65.29 24.96 4.99 4.05 0.28 0.12 0.13 0.01
3.7 Resource Optimization/Recycling and Reuse Envisaged In the Project
a. Fire Protection Facilities: In order to combat any occurrence of fire in plant premises
the following tire protection facilities have been envisaged for the various units of
the plant.
b. Portable Fire Extinguishers: All plant units, office buildings, stores, laboratories etc
will be provided with adequate number of portable fire extinguishers to be used as
first aid fire appliances. The distribution and election of extinguishers will be done in
accordance with the requirement of IS: 2130-92.
c. Hydrant System: Internal hydrants will be provided at suitable locations and at
different levels inside the major plant units. Yard hydrants will be provided normally
along the road and in the close vicinity of the units to meet the additional
requirement of water for existing fire.
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Page 29
d. Automatic Fire Detection System: Unattended and vulnerable electrical premises like
electrical control rooms, cable tunnels, MCC. Transformer rooms, switch gear rooms, etc.
will be provided with automatic fire detection and alarm systems.
3.8 Water and Power Requirement
3.8.1 Water Requirement
The total water requirement of the plant is estimated to be 8 m3/day as per details givenbelow.
Table 3.4- Water Requirement
Sl. No. Description Total water Requirement(m3/day)
1 Process Requirement Nil
2 Greenbelt & Dust Suppression 5.0
4 Domestic & Misc 3.0
TOTAL 8.0
Water requirement for the proposed Cement grinding Plant will be sourced from bore well.
There will be no Process effluents from the plant as no water is required in process. The
domestic effluents will be treated in septic tank and routed to soak pit. The recycled water
from settling tank will be consumed for green belt development and gardening inside the
plant.
Fig.3.5- Water Balance
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Page 29
d. Automatic Fire Detection System: Unattended and vulnerable electrical premises like
electrical control rooms, cable tunnels, MCC. Transformer rooms, switch gear rooms, etc.
will be provided with automatic fire detection and alarm systems.
3.8 Water and Power Requirement
3.8.1 Water Requirement
The total water requirement of the plant is estimated to be 8 m3/day as per details givenbelow.
Table 3.4- Water Requirement
Sl. No. Description Total water Requirement(m3/day)
1 Process Requirement Nil
2 Greenbelt & Dust Suppression 5.0
4 Domestic & Misc 3.0
TOTAL 8.0
Water requirement for the proposed Cement grinding Plant will be sourced from bore well.
There will be no Process effluents from the plant as no water is required in process. The
domestic effluents will be treated in septic tank and routed to soak pit. The recycled water
from settling tank will be consumed for green belt development and gardening inside the
plant.
Fig.3.5- Water Balance
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Page 29
d. Automatic Fire Detection System: Unattended and vulnerable electrical premises like
electrical control rooms, cable tunnels, MCC. Transformer rooms, switch gear rooms, etc.
will be provided with automatic fire detection and alarm systems.
3.8 Water and Power Requirement
3.8.1 Water Requirement
The total water requirement of the plant is estimated to be 8 m3/day as per details givenbelow.
Table 3.4- Water Requirement
Sl. No. Description Total water Requirement(m3/day)
1 Process Requirement Nil
2 Greenbelt & Dust Suppression 5.0
4 Domestic & Misc 3.0
TOTAL 8.0
Water requirement for the proposed Cement grinding Plant will be sourced from bore well.
There will be no Process effluents from the plant as no water is required in process. The
domestic effluents will be treated in septic tank and routed to soak pit. The recycled water
from settling tank will be consumed for green belt development and gardening inside the
plant.
Fig.3.5- Water Balance
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Page 30
3.8.2 Power Requirement
The total power demand of the plant is expected to be about 1000 KW and the requirement
will be met from BSEB from 33 KV substation located at Karmnasha at 3.5 Km from the site..
3.8.2.1 Electrical System
Earthing:
Adequate provision of sub-station earthing and earthing of high and low voltage equipment
are considered for the safety of operating personnel as well as for proper system operation
as per requirements of Indian Electricity Rules and IS : 3043.
Illumination
An efficient illumination scheme for inside and outside buildings shall be provided. Sufficient
number of lighting boards and distribution boards has been considered for lighting of
various locations of the plant.
Fire detection and alarm system for electrical buildings
For detection of fires in electrical buildings, Ionisation type dual chamber/ dual source
smoke detectors will be used where incipient fires are likely, e.g. in cable cellars, switchgear
rooms, control rooms etc. Fixed temperature cum rate of rise type heat detectors will be
installed in transformer rooms, battery rooms, etc.
Multi-zone type fire alarm panels will be installed in the electrical buildings. The fire
detectors will be wired in zones. On detection of fire/ fault in any zone, audio-visual alarm
will be sounded in control panel and also by electronic hookers fixed in various locations in
the electrical buildings. The alarm shall also be sounded at the central position.
3.9 Quantity of Wastes to Be Generated (Liquid and Solid) and Scheme for their
Management/Disposal
3.9.1 Air Quality Environment & Management
Air Environment – Mitigation Measures
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Table 3.5- Source of Air Pollution and Control Measures
Sl.No. SOURCES POLLUTANTS MITIGATIVE MEASURES
MATERIAL HANDLING SECTION (INCLUDING TRANSFER POINT)1. Transfer Points Fugitive Dust All transfer points will be fully enclosed with provision
for access doors. Spillages will be periodicallyremoved. Air borne dust at all transfer points will beextracted through dust extraction system to the bagfilters.
2. Air Slides Dust All the air slides will be closed type and will beconnected to dust extraction system i.e. bag Filter.
3. Belt Conveyers Fugitive Dust All the belt conveyers will be covered and it will beconnected to Bag Filter.
4. Weigh feederdischarge
Fugitive Dust The weigh feeder vents will be connected to bagfilters.
GRINDING SECTION1 Ball Mill Section Dust The vent of cement mill will be connected to reversible
jet bag house and mill ventilation.2 Air Separator Dust The air separator in the grinding section separates the
oversize particle from the required product sizes. Theair separator will be connected to bag filter to arrestthe fugitive dust emission and recover the product.
3 Air slides Dust All the air slides will be closed type and will beconnected to dust extraction system i.e. Bag Filter.
CEMENT STORAGE1. Air slides Dust The air slides will be of closed type and will be
connected to Bag Filter.2. Vents of silo Dust The vents of the cement silos will be connected to bag
filter.CEMENT PACKING & DISPATCH SECTION1. Double Nozzle
PackerDust • The packing machine will be equipped with dust
extraction arrangement such that the packingoperation is performed under negative pressure.The dust will be captured in bag filters.
• Adequate ventilation for the packing hall will beprovided for venting out suspended particulatesthereby ensuring dust free work environment.
• The spilled cement from the packing machine willbe collected properly and sent for recycling.
2. Loading to trucks Dust From Packing Section finished product will be takenthrough belt conveyor. From belt conveyor throughtruck loader, it will be loaded in trucks.
ROADS1. Internal Roads Fugitive Dust • The internal roads will be made of Concrete/ Black
topped.• Manual sweeping/vacuum sweeping will be carried
out regularly followed by water sprinkling.
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Pollution Monitoring Equipment:
On line dust monitors
Off line dust emission monitoring kit.
3.9.2 Waste Water Generation & Management
Process water is required only for cooling purposes and hence no waste water will be
generated from the plant.
Wastewater generation will be mainly due to the sanitary wastewater generated due to
domestic uses. There will be ‘zero discharge’ from the proposed plant and there will not be
any contamination of surface water bodies or ground water due to effluent discharges.
3.9.3 Waste Generation and Management
The cement grinding plant will not generate any solid waste or liquid effluents and will be
fully equipped to handle its domestic sewage.
The plant will not have any gaseous emissions. All air emissions of the plant through stacks
will be through the most efficient pollution control equipments and will not have any
adverse impact on the land or marine environment. The plant systems will be designed to
keep stack emissions to levels well below the stipulated norm of 50 mg / m3.
3.9.4 Solid Waste Generation and Utilization
No hazardous waste will be generated either in the process or pollution control facilities.
Dust collected from air pollution control equipment will be 100% recycled in the process and
there will be no solid wastes in the plant. All domestic waste will be routed to septic tank
and then to soak pit.
Waste oil in small quantities will be generated from gear box and other machineries and will
be disposed off to authorized recyclers registered with Pollution Control Board.
Table 3.6-Solid Waste Generation & Management
Sl.No. SOURCE OF GENERATION QUANTITY IN TPA MANAGEMENT PLAN
1 Dust from APC Devices 70.0 Will be completely reused inthe process.
2 Used Oil / Lubricants 60.0 Litres Will be sold to authorizedRe-processors.
3 Garbage / food waste fromcanteen & guest house 0.10
Will be made vermi-composting and will be used asmanure for green beltdevelopment.
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3.9.5 Noise Levels
The noise generation from the Clinker Grinding plant can be broadly categorized into two
type’s viz. Area and Point sources. All the equipment used can be categorized as point
sources and the vehicular traffic movement can be treated as area source. All the equipment
is designed to comply with the International Norms, Rules and Stipulations on not exceed 75
dB (A).
All these noise generating equipment will be within the buildings and the presence of
workers at these equipment is either not required or Intermittent. People required for
intermittent work near high noise generating equipment will be provided with earplugs and
their working hours in these areas will be regulated.
The noise levels at the periphery of the plant will be well within the stipulated norms of
noise pollution.
3.9.6 Green Belt Development
A greenbelt development plan will be prepared and implemented along with the project.
Total green belt area shall be of 1.10 Acres (33% of total area). The main objective of the
greenbelt is to provide a barrier between the plant and the surrounding areas. The greenbelt
helps to capture the fugitive emissions and to attenuate the noise generated in the plant
apart from improving the aesthetics of the plant site.
The Greenbelt will be adequately sized and will have a suitable density so as to mitigate the
effects of emissions from the plant. The treated effluents from the plants will be utilized for
the greenbelt development.
The landscaping of the plant will be carried out. Roads for vehicular movement will be paved
and adequate mitigation measures will be provided to prevent fugitive emissions.
3.10 Schematic Representations of the Feasibility Drawing Which Give Information of EIAPurpose.
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Fig.3.6- Schematic Representation
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CHAPTER-04SITE ANALYSIS
4.1 General
The proposed site is well connected to roads & rails networks. The site is at about 18.3 km
away from nearest town Mohania. Plant is about 1.6 km from NH-2, 9.5 Km from NH-97.
Nearest railway station Karmanasha R.S is at 3.0 Km NW & Dhaniachha at 4.5 km NE away
from the site. Nearest airport is at Varanasi, at about 64 Km N from the proposed project site.
Nearest River is Karmanasha River at about 4.9 Km from the proposed site.
4.2 Connectivity4.2.1 Road
The plant site is located about 1.6 Km distance from NH-2 through a metallic road of 0.55
Km.
4.2.3 Rail Linkage
Karmnasha at 3.0 KM NW & Dhaniachha at 4.5 km NE railway station will be the serving
station for the proposed plant.
4.2.4 Topography
The topography of the land is generally flat and well suited for development of industrial
projects. The Mean Elevation of the site is 75m above the MSL. There are no ecologically
sensitive zones nearby forests within 10 km from the plant site.
4.2 Existing Land Use Pattern
Land of the proposed project is barren Land. Plant is not coming under the dense forest
category land. This area does not form part of any National Park, Wild Life Sanctuary and
Natural/Biosphere reserve.
4.3 Existing Infrastructure
Proposed plant site is barren land and devoid of any buildings and vegetation. The site has
all required facilities i.e. water, housing, power, hospital etc.
4.4 Climate Data: Temperature
May month is usually the hottest with daily maximum of 45 ⁰C and mean daily on yearly
basis is 34⁰C. December is the coldest month with mean daily minimum of 10 degree Celsius.
Rainfall
More than 75 percent of the annual rainfall occurs during monsoon in the period from June
to October. Average annual rainfall is 1164 mm.
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CHAPTER - 5
PLANNING BRIEF
5.1 Planning Concept
Setting up of Cement Grinding Unit will be provided with following facilities
Transportation facility will be provided to the executives.
Medical facilities will be provided for the emergency.
Drinking water and electricity facilities will be provided.
Greenbelt will be developed in and around the plant.
Canteen will be provided with all facilities.
Separate sanitary facilities will be provided for workers and company employees.
However, no residential colony/township is envisaged for employees because in local areas
all the infrastructure facilities are available and maximum employees will be recruited from
these areas.
5.2 Population Projection
With the set up of proposed project infrastructure and social development will
simultaneously takes place. Project will contribute for rising up of the population as it
created job opportunities and economic upliftment of the area. Plant activities will also
boost the ancillary industries, business and market establishments. The whole set will invite
both skilled and unskilled from outside. This will result in increase in the population density
due to industry.
5.3 Amenities and Facilities
5.3.1 Water System
Water system for the Cement Grinding Unit shall comprise the following:
Drinking water system
Fire water system
Dust suppression system
A brief detail of these system along with details regarding water requirement, source of
water, re-circulating system etc. are described in the following paragraphs.
Drinking and sanitary water system:
Drinking and sanitary water requirement for the plant will be met from bore well.
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Fire water system:
The emergency water pipelines will be led throughout for fire fighting. These fire fighting
pipelines will be connected to the emergency water storage tank. In addition to the fire
fighting pipelines, additional fire hydrants/extinguisher would also be provided at suitable
locations.
Dust suppression system:
The dust suppression will be carried out by sprinkling water on the raw material stockpiles
etc. Dust suppression will be accomplished by cooling water from time to time.
Distribution pipe work:
In general mild steel pipes are being considered for re-circulating water piping. Mainly
buried pipes are considered except for shop internal pipes and the pipe work shall comprise
all necessary valves, fittings, hydrants etc.
5.3.2 Fuel Oil & Gas System
FO will be used as fuel for DG sets which will be sourced from local petroleum supplier. No
other combustion process is involved in the whole production process.
5.3.3 Dust Extraction System
Dust extraction system will be provided at material transfer points. The generated dust
during material transfer in various conveyors will be collected in bag filters and the collected
dust will be disposed at suitable locations. The bag filters will consist of suction hoods, duct
work, fans, bag filters, filter cleaning devices by compressed air, bag houses etc. It is
proposed that the dust from the dust silo below the bag filter hopper shall be collected in
closed trucks through rubber hose connected below the discharge gate of the dust silo.
5.3.4 Communication
Public Address System with paging and party facility for CCR operator to contact the field
operator and vice versa has been considered in order to facilitate plant operations in
quickest possible time.
The plant shall be equipped with all modern communication facilities such as telephone
(landline & mobile), tealeaf, STD, ISD and Internet etc.
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5.3.5 Auxiliary Facilities
Repair Shop Facilities
Repair shop will be provided in proposed plant area to serve the repair and maintenance
requirement of various equipment and facilities. Repair facilities for maintenance of
mechanical & electrical equipment and instruments have been included as mentioned
hereunder.
1. One hydraulic press 5. One induction heater
2. One pedestal drilling machine 6. Two welding machine
3. One bench grinder 7. Measuring equipment / tools
4. Electrical and instrument repair facilities 8. Belt vulcanizing unit
Fire Fighting System
Many working area in the proposed plant have hazardous and fire prone environment. To
protect the working personnel, equipment and machineries, fire fighting measures have
been planned for the proposed plant.
In order to control any situation of fire in plant premises the following fire protection
facilities have been envisaged for the various units of the plant.
Portable fire extinguishers
Hydrant system
Automatic fire detection system
Automatic extinguishing system
Ventilation, Air Conditioning & De-dusting System
Pressurized ventilation system has been provided for MCC room and exhaust ventilation for
battery room and transformer rooms. Natural ventilation has been envisaged for the plant /
concentrator building through louvers.
Air conditioning of control room has been provided by split type air conditioner / window
type air conditioner with air cooled condenser, refrigerant compressor and other
accessories.
De – dusting system for all material transfer points prior to addition of water, will consist of
pulse jet type bag filter, centrifugal fan, dust holding bunkers and other accessories. Dust
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Page 39
suppression system will be provided for the stockpiles. Water will be sprinkled on the
stockpiles to suppress the fugitive dust generated during stacking and reclaiming operations.
Ancillary Buildings
There will be a main gatehouse, which will accommodate time office, security office,
guardroom etc. Beside this, there will be works office located near the production shops.
This building will accommodate the Plant offices, commercial, personnel, finance and other
administration offices. A canteen building will be provided inside the plant in a suitable a
location.
Machinery stores
A store building needs to be constructed for storing tools, spare parts, consumables, etc.
Open area is to be earmarked for storing machinery and construction materials during
project activity.
5.3.6 Other Requirements
Monorails and Pulley blocks
Adequate sized maintenance cranes/ hoists, monorails and pulley blocks to be provided at
all suitable locations in the plant for ease of maintenance and operation.
First aid
A first aid centre shall be provided in the plant premises near production shop. Provision will
be made for regular health checkup for all plant employees by specialist doctor in regular
interval.
Weigh bridge
The plant shall be equipped with a 30 t capacity electronic weigh bridge with printer facility,
which takes care of incoming and outgoing material.
Parking
Adequate parking space shall be provided in the plant premises for the parking of the
vehicles.
Welfare
The proposed plant shall be furnished with necessary welfare measures like rest room,
Canteen, bath room, and a First Aid trained staff for immediate requirements. Also shall be
tied up with local Hospitals/clinic for Health care and Medical requirements
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CHAPTER – 06PROPOSED INFRASTRUCTURE
6.1 Industrial Area
The setting up of the grinding mill and packing plant, their auxiliary equipment, clinker and
cement storage areas, electrical power receiving substation and administrative buildings will
require about 3.10 acres of land.
6.2 Residential Area
The area around the site is under development with reasonably good communication
facilities. Other social infrastructure like Housing, Schooling and Medical facilities are all
available nearby and will be available when the plant becomes operational. Hence, no
residential colony is envisaged for employees.
6.3 Green Belt
A greenbelt development plan will be prepared and implemented along with the project.
Total green belt area shall be of 1.10 Acres (33% of total area). The main objective of the
greenbelt is to provide a barrier between the plant and the surrounding areas.
Comprehensive greenbelt / plantation program will be undertaken in and around the
project. The species selection will depend upon crown shape, surface of bark and leaves,
flower, color, capacity of growth in the wide variations of ecological conditions etc. A
mixture of soil should be prepared by mixing commercial fertilizer, cow dung, BHC powder in
the topsoil.
6.4 Social Infrastructure
M/s HimalayaHeight Cement Private Limited will commence a lot of infrastructure
developmental works in the periphery area. Some glimpses of the developmental activities
are presented below:
Improving and building road network in the adjoining villages.
Strengthening School buildings for education.
Social awareness programme will further improve by the local authority such as
sanitation and hygiene, HIV Prevention Program.
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6.5 Connectivity
Proposed project is well connected to NH-2, NH-97 by road and has good rail network.
Existing road and rail network will be utilized for raw material and final products
transportation. However, existing road network, if required will be strengthen.
6.6 Drinking Water Management
Drinking water facilities will be provided for employees as well as nearby villagers. A fresh
water tank will be constructed for this drinking purpose.
6.7 Sewerage System
A garland drain around the plant is envisaged to collect surface run-off during rainy season.
Internal drainage system will be constructed to collect domestic and industrial effluent.
6.7.1 Run-off Management
The rain water collected from the roof of buildings will be channelized through drains
around the buildings and will be recharged into the ground by providing recharging pits.
Overflow, if any, will be discharged to the nearby plant drainage. Also one rain water
collection pond has been considered in the layout. All the plant storm water drains will be
routed to the rain water collection pond and overflow, if any, from the pond will be
discharged to any existing natural outfall outside the plant area. The rain water collection
pond will be unlined.
A Rain Water Harvesting Pond has been contemplated to act as collection basin for
rainwater. The collected water will be 100% reused in the raw water reservoir in dry season.
The pond will be located at the lowest area of the plant so that it can effectively collect all
the rainwater by gravity. The Tank shall be earthen. The pond will be lined at the bottom and
sides with two layers of HDPE lining of appropriate thickness to prevent percolation of the
harvested rainwater in to the ground. Figure below depicts schematically the proposed
rainwater harvesting scheme for the proposed plant. The Rain Water Harvesting Pond is
depicted below:
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Garland drain will be provided around raw material stock pile area. The run-off collected
from these areas will be treated in adequate settling pond and will be taken to rain water
harvesting pond.
6.8 Solid Waste Management
No hazardous waste will be generated either in the process or pollution control facilities.
Dust collected from bag houses will be 100% recycled in the process and there will be no
solid wastes in the plant. Waste oil in small quantities will be generated from gear box and
other machineries and will be disposed off to authorized recyclers registered with Pollution
Control Board.
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Page 43
CHAPTER – 07
REHABILITATION AND RESETTLEMENT (R & R) PLAN
7.1 The proposed project site is a barren land where no human habitations are exists. Therefore,
there is no chance of any displacement of persons from their land and hence Rehabilitation
and Resettlement Policy is not applicable for the proposed project.
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CHAPTER – 08
PROJECT SCHEDULE & COST ESTIMATES
8.1 Project Schedule
In the cement industry, any one of the following three alternate modes of project execution
is adopted:
Turnkey
Semi Turnkey
Packaged procurement mode
In the turnkey mode, there is one implementing agency for the project having the total
responsibility. Hence, the project cost is the highest and at the same time, control on timely
execution is also high. The project cost is minimum in the last mode, also known as shopping
mode, where different items (major machinery or auxiliary; clubbed section wise or type
wise) of the project form the different packages, which are considered for procurement.
Thus control on timely execution is lowest. The semi turnkey mode falls in between the
above two modes, having 4 to 6 packages for procurement and construction & erection and
is therefore the most preferred mode.
Based on the consideration of cost and time, the package procurement mode will be
followed by clubbing various activities to the extent possible.
Planning Of Activities
Careful planning of all the activities is one of the pre-requisite for timely completion of the
project. Following activities will be given special attention.
Pre Project Activities
Management Approvals.
Selection of location
Land acquisitions
Statutory Clearances
Financial Approvals and Tie ups.
Selection of Consultants
Conceptual Design
Preparation of main machinery tender
Evaluation of tenders
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Project Activities (Implementation Stage)
Firm up basic design
Main Machinery Order placement
Detailed engineering of the project
Statutory approvals of Building Plans.
Preparation of Tender, Evaluation of tenders received and Order placement for
balance machinery
Completion of procurement activities on time
Release of civil drawing for civil construction
Civil construction
Supply of mechanical & electrical equipment
Inspection of major machinery at supplier’s works
Erection of all plant & machinery
Commissioning of the plant
Statutory Clearances
The proposed project will require various statutory approvals and clearances from various
authorities of the Government. Some of these will be required before start of the
construction activities, while others would be required during the course of execution of the
project and upon completion of the project before commencing operations. Clearances
required for the proposed project shall be identified in due course and necessary action will
be taken to obtain the same.
Project Schedule
The total project implementation schedule is of 16 months from the date of approval and
the allotment of land and all other statutory clearances from the State / Central Government
The external agencies such as consultant, machinery suppliers, contractors of civil
construction and equipment will be selected carefully well in advance.
An effective project team has been formulated with an experienced Project Manager as its
leader.
Strategies for Timely Execution of the Project
The following strategies would be adopted for smooth functioning as well as timely
execution of the project:
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The task of implementing the project in time shall be achieved by ensuring a well
coordinated project implementation task force in-house and from external agencies
A well chosen team of experienced personnel for project execution shall coordinate
the implementation of the project from in-house
Experienced engineering consultants with proven track records shall be selected for
detailed engineering of the project.
Reputed and experienced contractors with adequate resources of finance, men,
material and tools and tackles, will be engaged for execution of the construction and
erection work.
Effective project monitoring including project planning schedule and monitoring
shall be employed in this project. Timely execution and resources will be monitored
using computer based project monitoring tools. In case of deviations in project
progress, all possible corrective actions such as crashing of network etc. will be
carried out.
Effective monitoring and reporting procedure for review of progress and coordination
among various agencies shall be used. At least a monthly coordination meeting, if not
earlier, shall be held to closely monitor the project and take corrective action as required.
The schedule may vary depending on the project status
8.2 Project Cost
An indicative estimated capital cost of the proposed 0.14 MTPA Cement grinding Unit is Rs.
805.00 Lakhs. A broad break-up of the indicative estimate of the Project capital cost is
provided below:
Table 8.0 Project Cost
SL Description Rs. in Lakhs1 Land & Land Development 5.002 Building & Civil construction 80.00
3 Plant & Machinery, Electrical installation& other fixed assets 620.00
4 Pre-operative & preliminary expenses 25.005 Working Capital 75.00
Total 805.00
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Project Financials
The financial attractiveness of the project has been estimated as below:
Sl.No. Sources of Funds Cost in Lakhs
1 Promoters Capital 200.00
2 Term Loan 605.00
TOTAL 805.00
The projected financial viability of the project has been based on the following
considerations:
Price realizations in Bihar have been consistently good with the present retail selling
price of Cement being Rs.250/- per bag.
Fly Ash shall be available from nearest Steel Plant. The transportation of the fly ash
shall be achieved through road transport in Bulk Tankers.
Blended cements (PPC) shall constitute 100% of the product mix.
Table 8.1 Cost of Pollution control Equipment
Sl.No. HEADS ESTIMATED COST IN LAKHS
1 Air Pollution Control Devices 30.62
2 Environmental Lab 3.69
3 Environmental Monitoring & Management 2.35
4 Noise Pollution Control 2.00
5 Green Belt Development 6.08
Total 44.74 Lakhs
RECURRING COST PER ANNUM
1 Recurring Cost per Annum 10.54 Lakhs
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Page 48
CHAPTER – 09
ANALYSIS OF PROPOSAL
9.1 Financial and Social Benefits
9.1.1 Improvements in the Physical Infrastructure
HimalayaHeight Cement Pvt. Ltd. has envisaged a lot of infrastructure developmental works
in the periphery area.
Improving and building road network in the adjoining villages.
Strengthening school buildings for free education.
Providing the drinking water facilities.
9.1.2 Improvements in the Social Infrastructure
Social awareness programme will further improve by the local authority such as
sanitation and hygiene, HIV Prevention Program.
Provide & conduct the free eye & health check up programmes.
9.1.3 Employment
The project is going to create substantial employment and income for local people. Due to
this project activity, some person in the project area will be recruited as skilled, semi skilled
and unskilled workers by the company as per its policy. Therefore, substantial amount of
employment and income is likely to be generated for the local people. So, the project will
contribute in a positive manner towards direct employment in the project area. Some
employment potential benefits are given below:
The manpower requirement for the operation of the plant will be about 60 including
Administration staff and Managerial staff.
Plus additional jobs generated by local business in the supply of raw materials, finished
products and services.
9.2 Other Benefits
Development of the local area in terms of an enlarged market will provide the farmers
with a good outlet of their agricultural products to enjoy the price effect, which is likely to
be strong enough to offset the impending local inflations through real-balance effect.
Besides above, indirect benefits have also occurred to the region by way of increase in
industrial production.
Visiontek Consultancy Services Pvt. Ltd,Bhubaneswar
M/s HimalayaHeight Cement Pvt. Ltd.Pre- Feasibility Report for Proposed Cement Grinding Unit of 0.14 MTPA Greenfield PortlandPozzolana Cement (PPC) At-Kudari, Durgauti, Bhabua District, Bihar.
Page 49
Relief
Operation and treatment expenses for poor people referred by authenticated
organizations.
Extend required help to different seva trusts at the time of natural calamity.
Thus, the proposed project will usher in the social and economic upliftment of the persons
living in the vicinity of the Project i.e. of society at large.
Recommended