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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.
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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.
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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:
8/8/2019 Ferro Alloys Corporation Limited(4)
20/22
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:
8/8/2019 Ferro Alloys Corporation Limited(4)
21/22
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:
8/8/2019 Ferro Alloys Corporation Limited(4)
22/22
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
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