Ferro Alloys Corporation Limited(4)

8/8/2019 Ferro Alloys Corporation Limited(4)

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Welcome to FACOR Group Profile:

Ferro Alloys Corporation Limited (FACOR) incorporated in 1955 by Late Shri Durgaprasadji

Saraf, expanded and diversified by Late Shri Umashankarji Agrawal, the eldest son of the

founder and the Chairman & Managing Director of the Group. Ferro Alloys Corporation

Limited, widely known as FACOR Group, today is one of the Indias largest producers and

exporters of Ferro Alloys, an essential ingredient for manufacture of Steel and Stainless Steel.

It exports to several countries like Korea, Japan, Italy, Netherlands, USA, Turkey, China and

Taiwan.

Post trifurcation of the Facor group into 3 independent entities in 2004 under a demerger

scheme, the FACOR has the capacity to produce 65,000 MT p.a. of Charge Chrome / Ferro

Chrome at its Plant in Orissa. It has also established a mining complex at Bhadrak in Orissa

for the mining of Chrome Ore, main raw material for the production of Charge Chrome/ Ferro

Chrome. Stringent quality control for both raw materials and finished products is maintained.

FACOR has been accredited with ISO 9001:2000 standard, which coupled with other control

measures adopted by the Company, enables it to maintain its worldwide status as a producer

of quality products.

Along with strengthening its industrial activities, which include marketing, production and

technology development, FACOR continuously strives towards creating new products of high

technology. Known for its positive attitude, every FACOR venture is a milestone in itself. The

group plans to expand in the power sector and to capitalize on the opportunities in this sector,

it has lined up major power ventures.

FACOR Group is in the process of completing the commissioning of the first phase of its 100

MW Captive Plant involving a total capital outlay of Rs.570 crores being put up adjacent to its

Charge Chrome Plant through its subsidiary viz. FACOR Power Limited, thus ensuring

uninterrupted supply of power to its plant. The plant is likely to go on stream by 31st March,

2011.

Taking this dream forward, FACOR Group is also in the process of setting up a 300 MW

Thermal Power Project in the State of Orissa, a 45 MW Thermal Power plant in Garividi and a

30 MW Solar Park in the State of Rajasthan.

Further, the Group is also considering acquisition of existing coal mines in Indonesia to ensure

continuous supply of quality coal to all its Thermal Power Plants.


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Directors:

Mr R.K. Saraf

Chairman & Managing Director

Mr R.K. Saraf has been associated with the Group since 1964. As a pioneer of Ferro Alloys

Industry in India, he has represented the country in various International symposiums and

forums like World Economic Forum, in Switzerland, International Ferro Alloys Congress and

Metal Bulletin Ferro Alloys Conferences and has also served as a member of the Indian

delegation formed by the Government of India and the Chamber of Commerce and Industry.

He is also the Chairman of Indian Ferro Alloys Producers Association.

Other Board of Directors:


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Welcome to FACOR POWER LTD.

FACOR Power Limited (FPL) is the new entrant in the FACOR Group and has been incorporated

with the objective of generation and distribution of electricity for Captive Consumption by the

Charge Chrome Plant of Ferro Alloys Corporation Limited (FACOR) as also for sale of power to

grid.

The Company is setting-up Power Plant of 2X50 MW at Bhadrak in the State of Orissa

involving a capital outlay of Rs.570 crores, which is to be funded by a combination of Debtand Equity. The company has already completed the financial closure for the first phase of the

project with Rural Electrification Corporation Limited involving a debt of Rs.140 crores.

Further, the promoters have also infused funds in excess of Rs.75 crores in the Company.

The Company has already entered into a Power Purchase Agreement with FACOR thus

securing continued revenue stream to the Company. At the same time, setting up the power

plant also ensures un-interrupted electricity to the Charge Chrome Plant of FACOR.

The Company has already taken 40 acre land on long term lease from FACOR and besides

purchasing additional 58.62 acres of land for the project. Development, Erection &

Commissioning work of the Plant is in full swing as 90% of the orders have been placed onvery reputed equipments suppliers. While Thyssen Krupp has been roped in for supply of

Boiler, the Turbine for the project has been sourced from BHEL. Further, supplies of other

major equipments have already commenced.

The First unit of the Plant is scheduled to be commissioned by 31st December, 2010 and the

Second unit will be ready by 30th June, 2011.

Expansion Plans:

FACOR Group is in the process of completing the commissioning of the first phase of its 100

MW Captive Plant involving a total capital outlay of Rs.570 crores being put up adjacent to its

Charge Chrome Plant through its subsidiary viz. FACOR Power Limited, thus ensuring


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uninterrupted supply of power to its plant. The plant is likely to go on stream by 31st March,

2011.

Taking this dream forward, FACOR Group is also in the process of setting up a 300 MW

Thermal Power Project in the State of Orissa, a 45 MW Thermal Power plant in Garividi and a

30 MW Solar Park in the State of Rajasthan.

Further, the Group is also considering acquisition of existing coal mines in Indonesia to ensure

continuous supply of quality coal to all its Thermal Power Plants.

Investor Relations:

Corporate Governance at FACOR is about commitment to value, about ethical business

conduct and nurturing good business ethics and practice aimed at fostering all round growth

and prospects for the benefit of all business partners and society at large.

The company's effort are driven by fundamental objectives of maximizing value by employing

its resources in opportunities that generate consist return and position it for sustained growthguided by the promise of enhancing stakeholder values.

The process involved in a Coal based Power Plant:

Basic Concepts:


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In a fossil fuel power plant the chemical energy stored in fossil fuels (such as coal, fuel oil, natural gas or oil shale)

and oxygen of the air is converted successively into thermal energy,mechanical energy and, finally, electrical

energy for continuous use and distribution across a wide geographic area. Each fossil fuel power plant is a highly

complex, custom-designed system. Construction costs, as of 2004, run to US$1,300 perkilowatt, or $650 million for a

500MWe unit. Multiple generating units may be built at a single site for more efficient use ofland, natural

resources and labor. Most thermal power stations in the world use fossil fuel, outnumbering nuclear,geothermal,

biomass, or solar thermal plants.

Conversion of chemical energy to heat:

The complete combustion of fossil fuel using air as the oxygen source is summarized in the following chemical

reaction, assuming the nitrogen remains inert: Fuel + Oxygen = Heat + Carbon dioxide + Water

Heat into mechanical energy:

The second law of thermodynamics states that any closed-loop cycle can only convert a fraction of the heat produced

during combustion into mechanical work.

Environmental Impact:

The world's power demands are expected to rise 60% by 2030.With the worldwide total of active coal plants over

50,000 and rising, the International Energy Agency (IEA) estimates that fossil fuels will account for 85% of the energy

market by 2030.

World organizations and international agencies, like the IEA, are concerned about the environmental impact of burning

fossil fuels, and coal in particular. The combustion of coal contributes the most to acid rain and air pollution, and has

been connected with global warming. Due to the chemical composition of coal there are difficulties in removing

impurities from the solid fuel prior to its combustion. Modern day coal power plants pollute very little due to new

technologies in "scrubber" designs that filter the exhaust air in smoke stacks. Nowadays, the only pollution caused

from coal-fired power plants comes from the emission of gasescarbon dioxide, nitrogen oxides, and sulfur

dioxide into the air. Acid rain is caused by the emission ofnitrogen oxides and sulfur dioxide into the air. These

themselves may be only mildly acidic, yet when they react with the atmosphere, they create acidic compounds (such

as sulfurous acid,nitric acid and sulfuric acid) that fall as rain, hence the term acid rain. In Europe and the U.S.A.,

stricter emission laws and decline in heavy industries have reduced the environmental hazards associated with this

problem, leading to lower emissions after their peak in 1960s.

European Environment Agency (EEA) gives fuel-dependent emission factors based on actual emissions from power

plants in EU.
http://en.wikipedia.org/wiki/Thermal_energyhttp://en.wikipedia.org/wiki/Thermal_energyhttp://en.wikipedia.org/wiki/Mechanical_energyhttp://en.wikipedia.org/wiki/Electrical_energyhttp://en.wikipedia.org/wiki/Electrical_energyhttp://en.wikipedia.org/wiki/United_States_dollarhttp://en.wikipedia.org/wiki/Kilowatthttp://en.wikipedia.org/wiki/Kilowatthttp://en.wikipedia.org/wiki/MWehttp://en.wikipedia.org/wiki/MWehttp://en.wikipedia.org/wiki/Land_usehttp://en.wikipedia.org/wiki/Natural_resourcehttp://en.wikipedia.org/wiki/Natural_resourcehttp://en.wikipedia.org/wiki/Labor_(economics)http://en.wikipedia.org/wiki/Labor_(economics)http://en.wikipedia.org/wiki/Nuclear_powerhttp://en.wikipedia.org/wiki/Geothermal_powerhttp://en.wikipedia.org/wiki/Geothermal_powerhttp://en.wikipedia.org/wiki/Geothermal_powerhttp://en.wikipedia.org/wiki/Biomasshttp://en.wikipedia.org/wiki/Biomasshttp://en.wikipedia.org/wiki/World_energy_resources_and_consumptionhttp://en.wikipedia.org/wiki/International_Energy_Agencyhttp://en.wikipedia.org/wiki/Acid_rainhttp://en.wikipedia.org/wiki/Air_pollutionhttp://en.wikipedia.org/wiki/Global_warminghttp://en.wikipedia.org/wiki/Scrubberhttp://en.wikipedia.org/wiki/Nitrogen_oxideshttp://en.wikipedia.org/wiki/Sulfur_dioxidehttp://en.wikipedia.org/wiki/Sulfur_dioxidehttp://en.wikipedia.org/wiki/Nitrogen_oxideshttp://en.wikipedia.org/wiki/Sulfur_dioxidehttp://en.wikipedia.org/wiki/Sulfurous_acidhttp://en.wikipedia.org/wiki/Nitric_acidhttp://en.wikipedia.org/wiki/Sulfuric_acidhttp://en.wikipedia.org/wiki/European_Environment_Agencyhttp://en.wikipedia.org/wiki/European_Unionhttp://en.wikipedia.org/wiki/Mechanical_energyhttp://en.wikipedia.org/wiki/Electrical_energyhttp://en.wikipedia.org/wiki/Electrical_energyhttp://en.wikipedia.org/wiki/United_States_dollarhttp://en.wikipedia.org/wiki/Kilowatthttp://en.wikipedia.org/wiki/MWehttp://en.wikipedia.org/wiki/Land_usehttp://en.wikipedia.org/wiki/Natural_resourcehttp://en.wikipedia.org/wiki/Natural_resourcehttp://en.wikipedia.org/wiki/Labor_(economics)http://en.wikipedia.org/wiki/Nuclear_powerhttp://en.wikipedia.org/wiki/Geothermal_powerhttp://en.wikipedia.org/wiki/Biomasshttp://en.wikipedia.org/wiki/World_energy_resources_and_consumptionhttp://en.wikipedia.org/wiki/International_Energy_Agencyhttp://en.wikipedia.org/wiki/Acid_rainhttp://en.wikipedia.org/wiki/Air_pollutionhttp://en.wikipedia.org/wiki/Global_warminghttp://en.wikipedia.org/wiki/Scrubberhttp://en.wikipedia.org/wiki/Nitrogen_oxideshttp://en.wikipedia.org/wiki/Sulfur_dioxidehttp://en.wikipedia.org/wiki/Sulfur_dioxidehttp://en.wikipedia.org/wiki/Nitrogen_oxideshttp://en.wikipedia.org/wiki/Sulfur_dioxidehttp://en.wikipedia.org/wiki/Sulfurous_acidhttp://en.wikipedia.org/wiki/Nitric_acidhttp://en.wikipedia.org/wiki/Sulfuric_acidhttp://en.wikipedia.org/wiki/European_Environment_Agencyhttp://en.wikipedia.org/wiki/European_Unionhttp://en.wikipedia.org/wiki/Thermal_energy


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Pollutant Hard coal Brown coal Fuel oil Other oil Gas

CO2 (g/GJ) 94600 101000 77400 74100 56100

SO2 (g/GJ) 765 1361 1350 228 0.68

NOx (g/GJ) 292 183 195 129 93.3

CO (g/GJ) 89.1 89.1 15.7 15.7 14.5

Non methane organic compounds (g/GJ) 4.92 7.78 3.70 3.24 1.58

Particulate matter (g/GJ) 1203 3254 16 1.91 0.1

Flue gas volume total (m3/GJ) 360 444 279 276 272

Processes and Definitions:

Shuttering:

The casing into which concrete is poured and in which it remains during the

period of setting and hardening. The boarding or sheeting are generallytemporary, they are taken out after a few days of hardening of the structure. The

flat panels formed are cleated boards, which are afterwards fixed together and

supported to make up the completed framework.

Edge Angle:

It is to be provided on columns to facilitate the mounting of electrical item like cable tray and pipes etc.

It also protects the angles of the columns from wear.


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EL () 0.000:

The elevation () 0.000 corresponds to R.L. 18.900 at site.

Bituminous Coat Paint:

It is a anti-corrosive and water proof paint applied to protect the surface of metals and structures in certain cases.

Grouting:

It is a construction material used to embed rebars in masonary walls, connect

sections of pre-cast concrete, fill voids, and seal joints. Grout is generally

composed of mixture of water, cement, sand and sometimes fine gravel.

Curing:

The term concrete curing is used here to describe theaccelerated curing of precast concrete products as opposed

to concrete slabs. The accelerated curing of precast concrete

products yields accelerated early strength gains of these

products for more efficient use of cement, additives and

space. This process also increases the ultimate strength to

reduce cement and additive content and is done so by

providing a curing environment for optimal concrete quality,

consistency, strength and durability.

Concrete:

It is a combination of coarse aggregate with some binding material with the addition of water or presence of water.

Sump:

A sump is a low space that collects any often-undesirable liquids such as water or chemicals. A sump can also be

an infiltration basin used to manage surface runoff water and recharge underground aquifers. It is used to pass-out

any water which may enter accidentally; it is pumped out and has a slope generally for drainage purpose.


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Mezzanine Floor:

These systems are semi-permanent floor systems installed within buildings. They are built between two permanent

original stories. These are usually free standing and in most cases can be dismantled & relocated.

Vibrating:

It is used for compacting mortar in structures. It minimizes the chances for voids in

the structure to be created while pouring mortar. It is done by equipment called

vibrator.

Vibrator:

A vibrator is a mechanical device to generate vibrations. The vibration is oftengenerated by an electric motor with an unbalanced mass on its drive shaft.

Casting:

Casting is a manufacturing process by which a liquid materialis usually poured into a mold, which contains a hollow cavityof the desired shape, and then allowed to solidify. Thesolidified part is also known as a casting, which is ejected orbroken out of the mold to complete the process. Castingmaterials are usually metals or various cold settingmaterialsthat cure after mixing two or more components together;examples are epoxy, concrete, plaster and clay. Casting ismost often used for making complex shapes that would beotherwise difficult or uneconomical to make by othermethods.

Boring:

Boring is used for earth drilling in order to provide access to rock for purposes of providing engineering support.

Boring is done for inserting underground pipes and for creating the sub-structure of the columns and pedestals so as

to provide a better support.

Fabrication and Erection:

Fabrication is the process of making the base for supporting a machine above it and Erection is the process of

positioning the machine upon the fabrication.


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Automatic Level:

An automatic level is an optical instrument used insurveying and building to transfer, measure, or sethorizontal levels.

The level instrument is set up on a tripod and,depending on the type, either roughly or accuratelyset to a leveled condition using footscrews (levellingscrews). The operator looks through the eyepiece ofthe telescope while an assistant holds a tapemeasure or graduated staff vertical at the pointunder measurement. The instrument and staff areused to gather and/or transfer elevations (levels)during site surveys or building construction.Measurement generally starts from a benchmarkwith known height determined by a previous survey,or an arbitrary point with an assumed height.

Column:

A column in structural engineering is a vertical structural element thattransmits, through compression, the weight of the structure above to otherstructural elements below. For the purpose of wind or earthquakeengineering, columns may be designed to resist lateral forces. Othercompression members are often termed "columns" because of the similarstress conditions. Columns are frequently used to support beams orarches

on which the upper parts of walls or ceilings rest. In architecture "column"refers to such a structural element that also has certain proportional anddecorative features. A column might also be a decorative or triumphantfeature but need not be supporting any structure e.g. a statue on top.

Types of Joints and Welding:

The following are the types of structural joints: The following are the symbols used in weldings:
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Structural Beam:

A beam is a structural element that is capable of withstanding load primarily by resisting bending. The bending forceinduced into the material of the beam as a result of the external loads, own weight, span and external reactions tothese loads is called a bending moment.

Overview:

Beams generally carry verticalgravitational forces but can also be used to carry horizontal loads (i.e., loads due to anearthquake or wind). The loads carried by a beam are transferred to columns, walls, orgirders, which then transfer theforce to adjacent structural compression members. In light frame construction thejoists rest on the beam.
http://en.wikipedia.org/wiki/Vertical_directionhttp://en.wikipedia.org/wiki/Gravitationalhttp://en.wikipedia.org/wiki/Horizontal_planehttp://en.wikipedia.org/wiki/Earthquakehttp://en.wikipedia.org/wiki/Columnhttp://en.wikipedia.org/wiki/Wallhttp://en.wikipedia.org/wiki/Girderhttp://en.wikipedia.org/wiki/Compression_memberhttp://en.wikipedia.org/wiki/Light_frame_constructionhttp://en.wikipedia.org/wiki/Joisthttp://en.wikipedia.org/wiki/Vertical_directionhttp://en.wikipedia.org/wiki/Gravitationalhttp://en.wikipedia.org/wiki/Horizontal_planehttp://en.wikipedia.org/wiki/Earthquakehttp://en.wikipedia.org/wiki/Columnhttp://en.wikipedia.org/wiki/Wallhttp://en.wikipedia.org/wiki/Girderhttp://en.wikipedia.org/wiki/Compression_memberhttp://en.wikipedia.org/wiki/Light_frame_constructionhttp://en.wikipedia.org/wiki/Joist


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Beams are characterized by their profile (the shape of their cross-section), their length, and their material. Incontemporary construction, beams are typically made ofsteel,reinforced concrete, or wood. One of the most commontypes of steel beam is the I-beam or wide-flange beam (also known as a "universal beam" or, for stouter sections, a"universal column"). This is commonly used in steel-frame buildings and bridges. Other common beam profiles are the

C-channel, the hollow structural section beam, the pipe, and the angle.

General shapes:

Most beams in reinforced concrete buildings have rectangular cross sections, but the most efficient cross section for asimply supported beam is an I or H section. Because of the parallel axis theorem and the fact that most of the materialis away from the neutral axis, the second moment of area of the beam increases, which in turn increases the stiffness.

An I-beam is only the most efficient shape in one direction of bending: up and down looking at the profile as an I. If thebeam is bent side to side, it functions as an H where it is less efficient. The most efficient shape for both directions in

2D is a box (a square shell) however the most efficient shape for bending in any direction is a cylindrical shell or tube.But, for unidirectional bending, the I or wide flange beam is superior.

Efficiency means that for the same cross sectional area (volume of beam per length) subjected to the same loadingconditions, the beam deflects less.

Other shapes, like L (angles), C (channels) or tubes, are also used in construction when there are specialrequirements.

Points of Interest:

Project: 2 X 45/50 MW Power Plant at Bhadrak, Orissa

Name of Organisation: FACOR POWER LTD.

Name of Consultancy: FICHTNER Consulting Engineers (India) Pvt. Ltd., Mumbai
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Commencement of Project: 20th April, 2009

Completion of Project as Assessed:

Proposed Area Covered: 98.62 acres

Capital Outlay Of Project: INR 570 crores

Total Power Production: 2 X 50 MW

Power Allotted for FACOR: 50 MW

Power Allotted for Grid: 50 MW

Need for the project:

The reasons for constructing the 2 X 45/50 MW Power Plant are as follows:

a) Capacity augmentation for FACOR Charge Chrome Plant at Bhadrak.

b) Reliable power for FACOR Charge Chrome Plant at Bhadrak for power supply being

irregular so self sufficiency is required.

c) The unused power produced would be supplied to OPTCL grid on rental basis.

FACOR Power Plant Site Information:

Building Co-ordinate: Taken from existing co-ordinate

Direction of Wind: North-East

Maximum Velocity of Wind: 200km/hr as per IS 875 Part III

Temperature:


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Maximum dry bulb temperature: 36.4C

Minimum dry bulb temperature: 14.6C

Rainfall: 137mm (average)

Humidity:

Maximum: 100%

Minimum: 14%

Seismic Zone Category:

Moderate Damage Risk Zone, Zone Factor- 0.16

MSK VII as per IS 1893 (2002)

Type of Soil: Previously engraved soil filled by Slag from FACOR

Virgin Soil Level: Top Level (-) 4.1m corresponds to R.L. 14.800

Plant E.L.: 18.900m

R.L. from my study: R.L. 18.900 corresponds to EL () 0.000

EOT Crane Capacity: 110T

Man Height Clearance at Walkways: 2.1m (minimum)

Elevation above Sea Level: 18.7m

Standing Water Level: R.L. 16.940 m

Water Supply for the Plant: Salandi River

Transport Network:

Road: NH-5, Bhadrak Anandpur Highway

Airport: Biju Pattanaik Airport, Bhubaneswar

Railway:

Nearest Passenger Halt: Baudpur

Nearest Express Halt: Bhadrak

Sea Ways: Paradeep

Chimney:

Height: 120 m

Alignment Maintained By: Centre Plumb

Top Deflection: 40 mm ( 1mm per meter ) depends on green concrete

Outer Dia: 11.000 m


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Inner Dia: 10.200 m

Wall Thickness: 400 mm

Decreases by 2 mm per meter from (-) 1.6 E.L. to 79.500 m

Starting Level: (-) 1.6 E.L. ( Top of Raft )

Slope:

Outer: 39 mm up to (+) 79.500 m

Inner: 37mm up to (+) 79.500 m afterwards straight

Storage Information:

Raw water / Fire Water Reservoir - 7 days storage.

Coal Stock Pile - 16 days storage.

Road - 8.0m wide road throughout except the road between proposed boundary and wagon tippler complex.

Piling Information:

Grade of concrete used shall be M25. The concrete mix shall be Design mix conforming to IS

456:2000.Reinforcement used shall be HYSD Bars conforming to IS: 1786-1985. Clear cover to reinforcement

shall be as follows U.N.O.

Pile Type Top Bottom Side

a. Pile Cap 75mm 100mm 75mm

b. Pedestal 50mm _____ 50mm

c. Beam 35mm 35mm 35mm

Special Notes:

Due to non-availability of space within battery limit. Indicated requirement of 3 months of raw water storage as

per Government of Orissa could not be accommodated. Open storage yard to be converted into green belt

area after erection of plant.

Systems and Structures On-Site:

Turbine Building:

This is a steel framed structure with secondary and tertiary beams and RCC slab. It is a two bay structure.

1. AB Bay Turbine Bay 20.0 Span 22.0m High


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2. BC Bay Electrical Bay 12.0 Span 14.0m High

Length of Turbine Building Block 108.0 m

Boiler / Bunker Structure and ESP structure:

Will directly be supported from Pedestals.

Boiler Area Level: R.L. 18.400 corresponds to E.L.() 0.500

Steam Outlet Pressure: 100 ata

Steam Outlet Temperature: 540 5C

F.W. Temperature: 230C

Internal Drainage System:

It consists of rock toe drain, 0.5 m thick drainage blanket and chimney drain also of 0.5 m thickness. Internaldrainage system primarily consists of compacted granular material to reduce the piezometeric surface on the

downstream slope of dyke.

Power Evacuation System:

Grid Station Transformer Auxiliary Transformer Generator Switch Yard

From Switch Yard to:

i. OPTCL Grid

ii. Generator Plant

Borrow Areas:

a. Material required for the earth fill shall be brought from approved borrow areas or subjected to earth from

excavation.

b. The borrowed soil should have the following properties (to be tested as per relevant parts of IS:2720)

i. Liquid Limit less than 50

ii. Plasticity Index less than 15

iii. Minimum value of maximum density of 1.70 gm/c.c.

iv. Free form any organic content

Earth Boring:

Boring Method: Shell and Anger


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Boring Diameter: 250 mm / 150 mm

Casing Diameter: 250 mm / 150 mm

Boring Equipment: Cable Operated Shell and Anger

Orientation: Vertical

Grading Information:

Reinforcement Grade: Fe 415

Minimum 75 THK. P.C.C. 1:4:8

Grade of Concrete M25 (UNO) the Concrete mix shall be design mix conforming to IS 456:2000

Sand Filling Shall be in 200 mm thick layers and compacted with minimum 80% relative humidity clear coarse

sand shall be used.

Level At Site:

Switch Yard Level: R.L. 18.900 corresponds to E.L.() 0.000

Transformer Yard Level: R.L. 18.900 corresponds to E.L.() 0.000

Road Level: R.L. 18.600 corresponds to E.L.() 0.300

CW Area: R.L. 18.900 corresponds to E.L.() 0.000

STG Area Level: E.L.(+) 10.500m (FFL)

Ash Silo: R.L. 18.900 corresponds to E.L.() 0.000

Boiler Area Level: R.L. 18.400 corresponds to E.L.() 0.500

WTP Area, DM Plant: R.L. 18.900 corresponds to E.L.() 0.000

Primary Crusher House Level: R.L. 18.400 corresponds to E.L.() 0.500 (TOC)

Secondary Crusher House Level: R.L. 18.400 corresponds to E.L.() 0.500 (TOC)

Salt Saturated Tank: R.L. 18.900 corresponds to E.L.() 0.000

Cooling Water Pump House: R.L. 18.900 corresponds to E.L.() 0.000

Compressor Building: R.L. 18.900 corresponds to E.L.() 0.000

List of Equipments:


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Equipment Quantity Size(1XW)/CAP

1. STG Building

Ground_Floor 0.000mMezzanine_Floor 5.000m

Operating_Floor

10.500m

2. Boiler

3. Chimney

4. Cooling Tower

5. CW Pump House

6. RAW/Fire Water Reservoir

7. Water Treatment Plant

8. CPP Switch Yard

9. OPTCL Switch Yard

10. Existing 132KV Switch Yard

11. HSD Tank Farm

12. Fly Ash Silo

13. Air compressor & MCC Room

14. Coal Stock Pile

15. Ground Hopper

16. Primary Crusher House

17. Secondary Crusher House

18. Transfer Tower

19. CW MCC Room

20. Side Steam Filter

21. Tunnel

22. Wagon Tippler Complex

23. CHP MCC Room

Equipment

11

1

3

1

1

1

1

1

1

1

1

1

3

1

1

1

1

1

4

1

1

1

1

1

Quantity

108m X 32m108m X 32m

108m X 32m

120m High

128m X 12m

140m X 80m X 6.5m

80m X 50m

108m X 74m

74m X 60m

18m X 14m

24m X 15m

200m X 50m

10m X 10m

10m X 10m

15m X 10m

6m X 6m

18m X 16m

20m X 7.5m

18m X 16m

Size(1XW)/CAP


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24. Coal Unloading MCC Room

25. Raw Water Clarifier

26. Place for Sludge Drying

27. Guard Pond

28. Culvert

29. Softner Plant

30. Soft Water Tank

31. Security Office

32. Time Office

33. Medical Centre (First-Aid)

34. Clarified Water Storage Tank

35. Clarified Water Pump House

36. Effluent Treatment Plant

37. RW/FW Pump House

38. Railway Gossing

39. Cubical Room

40. Weigh Bridge

41. Central Store

42. Toilet

43. ESP-MCC Room

44. Wagon Tippler Hopper

45. Wagon Tippler

46. DG House

47. Bed Ash Silo

48. Service Water Tank

49. Watch Tower

1

1

1

1

1

1

2

1

1

1

1

1

1

1

1

1

1

3

1

1

1

1

1

1

5

12m X 12m

17m X 3.8m SWD

15m X 15m X 4m

30m X 25m

32m X 13m X 2.5m

5m X 5m

10m X 5m

10m X 5m

25m X 25m X 4m

24m X 5m

40m X 40m

30m X 10m

4.20m X 4.20m

60m X 30m

20m X 12m

CAP :- 120ton

12m X 5m

10m X 10m

Source: FICHTNER Documents

Package Awarded to Vendor for Construction:


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Package Awarded Vendor

Boiler

Turbine

Civil

Cooling Tower

1000 KVA DG Set

Coal Hopper Pit

Wagon Tripller

Water Treatment Plant

Weigh Bridge

Boiler Feed Pump

EOT Crane

E-BOP

CW Pump

ACW Pump

Raw Water Pump

Ash Handling System

DCS .

IBR Valves

Raw Water Piping

Large Dia Butterfly Valves

Air Compressor

Buried Piping

HVAC

Thyssen Krupp

BHEL,Hyderabad

GDCL,Kolkata

Paharpur Cooling Towers Ltd.

Jackson

Bevcon Wayors Ltd.,Hyderabad

Thyssen Krupp,Pune

Thermax

Weigh Track

KSB Pump Limited

WMI

ABB Ltd.,Bangalore

WPIL

WPIL

WPIL

Mecabwer Beekay Pvt. Ltd.,Delhi

ABB. Ltd.

KSB Pumps

M/S Thermosystems Pvt. Ltd.

Kirloskar Brother

Atlas Copco

Thermosystem

Advance Ventilation

Source: FICHTNER Documents

Mixer Machine Arrangement:


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Water 24 L

Cement 50 Kg

Aggregate 177 Kg

Sand 77 Kg

Total 328 Kg

Flowchart Diagram For Coal Fired Power Plant:

Codes for Design:

IS 456-2000, Plain Reinforced Concrete Indian Standard Code of Practice

IS 802 (Part 1 / Sec. 1): 1995, Use of Structural steel in overhead transformer line tower Code of Practice

Acknowledgement:


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I wish to express my sincere gratitude to Mr. Uttam Kumar Mondal () of FICHTNER

Consulting Engineers (India) Pvt Ltd. for is valuable guidance and kind co-operation

throughout the period of vocational training which has been instrumental in the

success of

my report.

I would also like to extend my thanks to Mr. P Sarangi ( Senior DGM ) of FACOR Power Ltd.

for permitting me the chance for the training in FACOR Power Plant at Bhadrak.

I am thankful to all the dignitaries who have extended their helping hand in their respective

departments.

I am highly grateful to Mr. S Patra, Mr. S Kumar and Mr. R Dutta all of FICHTNER Consulting

Engineers (India) Pvt Ltd.for their constant support during my training.

Without their valuable support my training and report making may not have been possible.

Thanking you,

Sutirtha Roy

Ferro Alloys Corporation Limited(4)

Documents

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