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1. Internship /Professional Practice – 18CVI85 PRESENTATION
“MULTI STOREY RESIDENTIAL BUILDING”
Presented by:
Mr. Neeraj Akarsh Setty (1DB19CV013)
Mr. Suhas L (1DB19CV016)
Mr. Pavan G M (1DB19CV012)
Mr. Daniyal (1DB18CV018)
Under the Guidance of
Mr. Kushnappa B K
Assistant Professor
DEPARTMENT OF CIVIL ENGINEERING
DON BOSCO INSTITUTE OF TECHNOLOGY
Kumbalagodu, Mysore road, Bengaluru-74
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Visvesvaraya Technological University
“Jnana Sangama”, Belagavi 590018
2022-2023

2. Contents
• 1. INTRODUCTION
• 2. ABOUT COMPANY
• 3. ABOUT PROJECT
• 4. DAILY PROGRESS OF THE PROJECT
• 5. OUTCOME OF THE INTERNSHIP
• 6. PHOTO GALLERY
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3. INTRODUCTION :
 A Building is a structure with a Roof and Walls standing more or less permanently in
one place, such as a house or factory.
 Buildings come in a variety of sizes, shapes and functions, and have been adopted
throughout history for wide number of factors like building materials available,
weather conditions, land prices, ground conditions, specific uses and aesthetic reasons.
 Building serve several needs of society, primarily as shelter from weather, security,
living space, privacy, to store belongings, and to comfortably live and work.
 Buildings are classified based on its occupancy and structure such as Residential
Building, Education building, Institutional building, Assembly building, Business
building, Industrial buildings etc.
 Buildings in which sleeping arrangements are provided with or without cooking
arrangement is called as Residential building which includes single or multi family
dwelling, apartments, lodging, restaurants ,hostels, dormitories and hotels.
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4. ABOUT COMPANY :
MFAR is a multi-sectoral conglomerate with extensive expertise in construction, real estate,
hospitality, and manufacturing solutions. With decades of experience across India, MFAR has
since its inception demonstrated innovation, commitment and a passion to become a part of
India’s nation-building efforts.
MFAR thus benefits from the expertise and organizational abilities honed by Dr Ali and his
organizations. Today it has several group companies under its wings : MFAR Constructions,
MFAR Developers, MFAR Hospitality and MFAR Carbon, headquartered at Bengaluru, India.
MFAR has today emerged with a presence in India and South Asia. MFAR Construction has
constructed 62 Million Sq Ft and counting.
Dr. P Mohamed Ali is the Founder of MFAR Groups who is a visionary Global Entrepreneur
and Philanthropist, who was always waiting to invest in his home land, which inspired him to
establish MFAR Constructions Pvt Ltd in 1996 at Bengaluru. Through his vision, the MFAR
group has acquired a powerful presence in the construction, real estate, hospitality and
activated carbon manufacturing fields in India.
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5. ABOUT COMPANY :
 MFAR Constructions was established in 1996, headquartered in Bengaluru, it has built a
Pan India presence over the last two decades, building Smart, Green and World-class spaces
in India.
 MFAR Constructions undertakes diverse projects for a range of clients across India.
 MFAR employs construction management techniques that enhance the quality and
efficiency of its projects.
 MFAR has built strong and enduring partnerships with its customers along the way.
 MFAR’s construction portfolio includes IT parks, malls, commercial, institutional,
industrial infrastructure and high rise residential complexes.
 MFAR undertakes civil contracting, and turnkey solutions, including project management.
Over the past 22 years MFAR has successfully delivered projects in Bengaluru, Kolkata ,
Assam, Chennai, Vizag, Manglore, Udupi, Kochi, Goa, Patna, Bhubaneswar, Chattisgarh and
Delhi.
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6. ABOUT PROJECT
 Project name : Centreo
 Project Type : Residential Apartments
 Contractor : MFAR Constructions Pvt
Ltd
 Project Location : Kanakapura road,
South Banglore.
 Land Area : 2.72 Acres (Approx)
 No. of Units : 252 Appartments
 No. of Towers : 3 Towers
 No. of Floors : 2B+G+13 Floors
 Unit Variants : 1BHK, 2BHK, & 3BHK
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16. DAILY PROGRESS OF THE
PROJECT :
Isolated Column Footing :
Is one of the most used type of foundation to support single columns when they
are arranged at a long distance. An isolated footing must be designed to avoid
exceeding its bearing capacity and provide safety against over turning or sliding
while preventing the ground from settling
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17.  It consists of ribs spaced at regular interval at perpendicular directions which
are monolithic with slab.
 These grid slabs are generally used for architectural purposes for large spans
such as public assembly halls, auditoriums, showrooms, were to avoid internal
columns in the structure.
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Grid Beam Slab

18.  Is a type of scaffolding characterised by a joining method that uses
metal cups to lock beams together. It is a temporary network of frames
used to support workers during construction or renovation of structure.
 They are easy to stand, no nuts, bolts and wedges are required quick,
solid erection and dismantling results in time and labour saving,
lightweight, high load carrying capacity and low maintenance.
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Cup Lock Scaffolding

19. Form Work :
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 A formwork is a temporary structure used as mould for the original
structure.
 There are different materials available to construct the formwork.
 Formwork material is selected depending upon many factors like cost,
requirement, type of structure etc.
 Different formwork materials are used in site for construction, in our
project Conventional formwork and aluminium formwork is used.

20. Plywood as Formwork Material
 Plywood which is a manufacture of timber is also used for formworks.
 The plywood boards are available in thickness from 7mm to 32mm.
 Plywood can also be cut into required size easily and it is strong,
durable and light in weight
 Very large size plywood board are available which makes construction
quicker and easier. It provides smooth finish on the surface.
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21. Aluminium as Formwork
Material
 Aluminium formwork is used often for pre-fabricated formwork. It is getting
more popular because of its light weight and good strength.
 It requires fewer support and ties.
 It is easy to fix and easy to dismantle. It can be reused for many times.
 The walls and slabs of structures can be casted simultaneously.
 Monolithic crack free structures can be built using aluminium formwork
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22. Quality control test of fine
aggregate by Sieve Analysis.
This process involves the use of a series of standard sieves, with
decreasing mesh sizes. The steps involved in sieve analysis of fine
aggregates:
 Collecting the sample
 Preparing the sieves
 Weighing of the sieves
 Preparing the pan
 Beginning of sieving is done.
 Retained material is weighed.
 Now the results are calculated
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23. Quality control test of fine
aggregate by Sieve Analysis
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24. Quality control test conducted for
Compressive strength of concrete
The compressive strength test is one of the most important tests
conducted on concrete. It measures the ability of concrete to withstand
compressive loads without cracking or failing, the steps to conduct the
compressive strength test of concrete:
 Preparation of test specimen (usually 150mm cubes)
 Curing of the test specimen
 Testing of specimen by placing of the cured specimen in compression
testing machine.
 Load is provided at constant rate till the failure occurs
 The load of failure is recorded for further process.
 After the sample failure are calculated,the report is provided.
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25. Quality control test conducted for
Compressive strength of concrete
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26. Quality control test by Slump to
check the workability of concrete
The slump test is a widely used method for determining the consistency
and workability of fresh concrete. It measures the deformation of a
concrete sample under the influence of gravity,the steps involved in
conducting a slump test:
 Prepare the mould
 Fill the mould with the concrete with 3 equal layers ,and compact each
layer 25 stokes with tamping rod.
 Strike off the surface
 Lift the mould
 Measure the slump
 Determine the consistency of slump
 Recording of the workability of sample of concrete is done
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27. Quality control test by Slump to
check the workability of concrete
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28. CONCLUSION
 Construction of high rise residential building requires lots of time and
effort depending on the structure.
 The construction methods for the high rise residential building depends
based on its budget.
 High rise residential building requires Recreational aspect like
construction of Gym, Swimming Pool, playground etc
 High Rise Residential Building needs required space for ventilation and
sunlight to provide comfort to the users.
 High rise residential building requires lot of investment and land area
(sq ft)
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THANK YOU