The document provides details of Sufiyan Ahmed Jeddy's internship report on the construction management and organization of work for a building in Triplicane, Chennai. The internship was conducted from June 6th to July 8th 2018 under KKR Architects and Vasanth Planners. During the internship, Sufiyan gained experience in designing, construction processes like concrete preparation and formwork, estimation and costing, and project monitoring. He observed activities like concrete mixing, formwork erection for columns and slabs, and column construction. The report documents the site details, plans, construction methods and materials used, as well as some challenges faced during the internship period.

1. 1
CONSTRUCTION MANAGEMENT AND ORGANISING WORK OF
BUILDING AT TRIPLICANE BY KKR ARCHITECTS AND VASANTH
PLANNERS
AN INTERNSHIP REPORT
Submitted by
SUFIYAN AHMED JEDDY (150011601105)
In partial fulfillment for the award of the degree of
BACHELOR OF TECHNOLOGY
In
CIVIL ENGINEERING
NOVEMBER 2018

2. 2
BONAFIDE CERTIFICATE
Certified that this internship report “CONSTRUCTION MANAGEMENT AND
ORGANISING WORK OF BUILDING AT TRIPLICANE BY KKR ARCHITECTS AND
VASANTH PLANNERS” is the bonafide work of SUFIYAN AHMED JEDDY
(150011601105)who carried out the internship work .Certified further, that to
the best of my knowledge the work reported herein does not form part of any
other internship report or dissertation on the basis of which a degree or award
was conferred on an earlier occasion on this or any other candidate.
SIGNATURE SIGNATURE
Dr. K. YOGESWARI Dr. VASANTHI PADMANABHAN
SUPERVISOR
ASSOCIATE PROFESSOR PROFESSOR & DEAN
School of Infrastructure School of Infrastructure
B S Abdur rahman crescent Institute Of B S Abdur rahman crescent Institute Of
Science and Technology. Science and Technology.
Vandalur, Chennai – 600 048 Vandalur, Chennai – 600 048

3. 3
VIVA – VOCE EXAMINATION
The viva – voce examination of the internship work titled “CONSTRUCTION
MANAGEMENT AND ORGANISING WORK OF BUILDING AT TRIPLICANE BY KKR
ARCHITECTS AND VASANTH PLANNERS ” submitted by SUFIYAN AHMED
JEDDY (150011601105) is held on …………….
INTERNAL EXAMINAR EXTERNAL EXAMINAR

4. 4
ACKNOWLEDGEMENT
We would like to thank the people who helped us to make this internship work a
possibility and a real success. First of which, we convey our sincere thanks to
Dr.Vasanthi Padmanabhan, Professor& Dean, School of Infrastructure. We would like
to extend our profound respect and sincere gratitude to Dr.M.S.Haji Sheik Mohammed,
Professor & Dean academic affairs.
We wish to express our sincere gratitude to Mr.Junaid Ahmed , for providing us an
opportunity to do our internship at “KKR ARCHITECTS AND VASANTH PLANNERS
AND DESIGNERS”. We sincerely thank Mrs. Er. Vijaya Banu and Ar. Junaid Ahmed
for their guidance and encouragement in carrying out this internship.
We would also wish to express our gratitude to the officials and other staff members of
“KKR ARCHITECTS AND VASANTH PLANNERS AND DESIGNERS” who rendered
their help during the period of our internship. We would like to express our deep sense
of gratitude to Mrs.Yogeswari, Associate Professor, for helping us immensely with
her valuable guidance, and support for the internship.
I would like to express our deep sense of gratitude to Mr.Y.IBRAHIM, Assistant
Professor, our class advisor for helping us immensely with her valuable guidance, and
support for the internship. I would like to thank my parents, my friends who has helped
me in all situation.

5. 5
ABSTRACT
I am SUFIYAN AHMED JEDDY (150011601105) Student of B.S Abdur Rahman
Crescent Institute of Science & Technology undergone Internship in the construction
work by VASANTH PLANNERS AND DESIGNERS-Tirupattur Division From 06/06/2018
to 08/07/2018 on Construction of (G+1) Building in S:No 11/2 which is located at
triplicane.
The site is located in the open area of and build up area of 150 sq. ft & 100 sq. ft, of a
(G+1) building. Both the floors have a 2BHK setup with parking facility on the ground
floor.
We gained knowledge and experience on designing, construction, estimation & costing,
monitoring works during our period of Internship.
TABLE OF CONTENTS
S.NO TITLE PAGE NO
1 INTRODUCTION 6
2 STUDY AREA 6
3 PLANS 7,8
4 CONCRETE
PREPARATION
9-11
5 FORMWORK 12-17
6 COLUMN ERECTION 17-19
7 PROBLEMS FACED 20
8 CONCLUSION 20
9 TECHNICAL
BIBILOGRAPHY
21

6. 6
CHAPTER1: INTRODUCTION
KKR Architects is an architecture firm based at Chennai offering
innovative designs with international quality. KKR has grown in strength with strong
exposure in designing Residential, commercial, office spaces, mosques & Industrial
Projects. They are a team of design professionals with core competency in design and
project management of infrastructure projects. Their project profile falls in a wide range
of functionalism, aesthetics & typology. They bank on our experience in varied types of
buildings & interiors to deliver value
Vasanth planners and designers is a firm at tirupattur offering plans for
various buildings and designing of buildings.They also do the estimation of various
structures.
Engineering is the professional art of applying science to the optimum
conversion of the resources of nature to benefit man. The purpose of the internship is
application theoretical knowledge in industrial application., acquire knowledge of
various stages of construction, project management and teamwork, Practice ethical and
professional work culture, Provide opportunity for students to work with industrial
practitioners.
CHAPTER 2: STUDY AREA
SITE/OFFICE DETAILS:
TRIPLICANE SITE
 Project: G+1 residential building
 Location: Venkatachalam lane,Triplicane
 Construction company: KKR architects,Chennai.
TIRUPATTUR SITE
 Project: Estimation of cost of G+1 building
 Location:Ngo nagar,Tirupattur
 Construction company: Vasanth planners and designers
 Duration: 6st june to 8th july 2018
In triplicane site,my study area was concrete preparation,formwork for columns,slab
staircases,erection of columns and design of slab.
In tirupattur site m my study area was the estimation of cost of a G+1 building.

7. 7
CHAPTER 3:PLANS
FOUNDATION PLAN

8. 8
GROUND AND FIRST FLOOR PLAN

9. 9
CHAPTER4:CONCRETE PREPARATION
PLAIN CEMENT CONCRETE
Plain cement concrete (PCC) is used to provide rigid impervious bed to RCC in
foundation where the earth is soft and yielding. PCC can be used over brick flat soling
or without brick flat soling. Plain cement concrete can also called only “cement concrete
(CC)” or “binding concrete”. M 25 grade of concrete is prepared .
MATERIALS USED IN PREPARING OF CONCRETE
Cement
Cement may be described as a material with adhesive and cohesive properties
that make it capable of bonding mineral fragments (‗aggregates‘) into a compact whole.
In this process, it imparts strength and durability to the hardened mass called concrete.
The cements used in the making of concrete are called hydraulic cements so named,
because they have the property of reacting chemically with water in an exothermic (heat
generating) process called hydration that results in water resistant products. We
generally use Portland cement in PCC.
Fine Aggregate
Sand is used as fine aggregate in PCC. The fineness modulus of sand should be
1.2 to 1.5.
Coarse Aggregate
We normally use brick chips for producing PCC. Stone chips can also be used for
this purpose. The size of the coarse aggregate is 20mm downgrade.
A number of tests have been described to assess the quality of the aggregate, in terms
of the following physical and mechanical properties:
• particle size, shape and surface texture: ‗size‘ and ‗shape‘ influence strength;
‗shape‘ and ‗texture‘ influence bond (between the aggregate and the cement paste)
• Specific gravity and bulk density: of aggregate particle and aggregate whole
respectively;
• moisture content, water absorption and bulking of sand: the moisture present in
aggregate or the moisture that may be absorbed by the aggregate, as the case may be,
must be accounted for in the water content of the concrete mix;moreover, the presence
of water films in between sand particles results in an increase in volume (bulking of

10. 10
sand) that must be accounted for in case volume batching is employed in mix
preparation;
• Strength: resistance to compression, measured in terms of the aggregate crushing
value;
• Toughness: resistance to impact, measured in terms of the aggregate impact value;
• Hardness: resistance to wear measured in terms of the aggregate abrasion value;
• soundness: which indicates whether or not the aggregate undergoes appreciable
volume changes due to alternate thermal changes, wetting and drying, freezing and thawing
Water
Water has a significant role to play in the making of concrete — in mixing of
fresh concrete and in curing of hardened concrete. In order to ensure proper strength
development and durability of concrete, it is necessary that the water used for mixing
and curing is free from impurities such as oils, acids, alkalis, salts, sugar and organic
materials.
Water that is fit for human consumption (i.e., potable water) is generally
considered to be suitable for concreting. However, when the portability of the water is
suspect, it is advisable to perform a chemical analysis of the water.
Material proportion for PCC
The proportion of cement, sand and brick chips by volume in foundation or
basement is 1:1.5:3.
MATERIALS OF CONCRETE

11. 11
CONCRETE
Procedure of manufacturing PCC
If we want to use ready-mix concrete then we need not prepare concrete at the
site . If we want to produce concrete then there are two methods;
 Manual mixing
 Machine mixing
If the quantity of concrete required is very less ,manual mixing can be preferred .
If the quantity of concrete required is more, then the machine mixing method is
preferred.

12. 12
CHAPTER 5:FORMWORK
As fresh concrete is in plastic state when it is placed for construction purpose so,
it becomes necessary to provide some temporary structure to confine and support the
concrete till it gains sufficient strength for self-supporting.
This temporary structure is called form work. Concrete formwork serves as a
mold to produce concrete elements having a desired size and configuration.
It is usually erected for this purpose and then removed after the concrete has
cured to a satisfactory strength. In some cases, concrete forms may be left in place to
become part of the permanent structure.
Formwork comes in several types:
● Traditional timber formwork. The formwork is built on site out of timber
and plywood or moisture-resistant particleboard. It is easy to produce but
time-consuming for larger structures, and the plywood facing has a
relatively short lifespan. It is still used extensively where the labour costs
are lower than the costs for procuring reusable formwork. It is also the
most flexible type of formwork, so even where other systems are in use,
complicated sections may use it.
● Engineered Formwork System. This formwork is built out of
prefabricated modules with a metal frame (usually steel or aluminium) and
covered on the application (concrete) side with material having the wanted
surface structure (steel, aluminum, timber, etc.). The two major
advantages of formwork systems, compared to traditional timber formwork,
are speed of construction (modular systems pin, clip, or screw together
quickly) and lower life-cycle costs (barring major force, the frame is almost
indestructible, while the covering if made of wood; may have to be
replaced after a few - or a few dozen - uses, but if the covering is made
with steel or aluminium the form can achieve up to two thousand uses
depending on care and the applications).

13. 13
● Reusable plastic formwork. These interlocking and modular systems are
used to build widely variable, but relatively simple, concrete structures.
The panels are lightweight and very robust. They are especially suited for
similar structure projects and low-cost, mass housing schemes. To get an
added layer of protection against destructive weather, galvanized roofs will
help by eliminating the risk of corrosion and rust. These types of modular
enclosures can have load-bearing roofs to maximize space by stacking on
top of one another.They can either be mounted on an existing roof, or
constructed without a floor and lifted onto existing enclosures using a
crane.
● Permanent Insulated Formwork. This formwork is assembled on site,
usually out of insulating concrete forms (ICF). The formwork stays in place
after the concrete has cured, and may provide advantages in terms of
speed, strength, superior thermal and acoustic insulation, space to run
utilities within the EPS layer, and integrated furring strip for cladding
finishes.
● Stay-In-Place structural formwork systems. This formwork is
assembled on site, usually out of prefabricated fiber-reinforced plastic
forms. These are in the shape of hollow tubes, and are usually used for
columns and piers. The formwork stays in place after the concrete has
cured and acts as axial and shear reinforcement, as well as serving to
confine the concrete and prevent against environmental effects, such as
corrosion and freeze-thaw cycles.
● Flexible formwork. In contrast to the rigid moulds described above,
flexible formwork is a system that uses lightweight, high strength sheets of
fabric to take advantage of the fluidity of concrete and create highly
optimised, architecturally interesting, building forms. Using flexible
formwork it is possible to cast optimised structures that use significantly
less concrete than an equivalent strength prismatic section, thereby
offering the potential for significant embodied energy savings in new
concrete structures.

14. 14
The formworks of any type and of any place will be required:
● To be rigid enough to confine plastic concrete at the lines grades and
dimensions indicated on the form plans without bulging or sagging under the
load,
● To be constructed as mortar tight as possible to prevent the loss of concrete
ingredients throughout the joints between the sections, and
● To be easy to remove with minimal damage to the concrete surface.
FORMWORK FOR FOOTING:
FORMWORK FOR COLUMNS

15. 15
FORM WORK FOR STAIRCASE :

16. 16
FORMWORK FOR SLAB :

17. 17
CHAPTER6: ERECTIONOF COLUMN
A column or pillar in architecture and structural engineering is a structural
element that transmits, through compression, the weight of the structure above to other
structural elements below. In other words, a column is a compression member.
Columns are frequently used to support beams or arches on which the upper
parts of walls or ceilings rest. In architecture, "column" refers to such a structural
element that also has certain proportional and decorative features.
A column might also be a decorative element not needed for structural purposes.
Designing superstructures requires considering the pressure and force they will
exert on the finished construction and balancing this to address concerns about safety
and stability. The size of the superstructure is an important factor in base design, as the
base of the structure must be able to support the entire laden weight

18. 18
PROCEDURE OF ERECTIONOF COLUMN:
 First the mould for the column is set.
 Then the reinforcement for the column was decided.
 Then the reinforcement was placed in the mould, and stirrups were also placed
 Then the formwork is placed.
 Concrete was prepared and poured in the mould.
 Compaction must be done for 25 times in each layer
PREPARATIONOF PLACING OF REINFORCEMENT
MOULD

19. 19
PLACING OF STRIUPPS PLACING OF MOULD
PLACING OF CONCRETE COMPACTION OF CONCRETE

20. 20
CHAPTER7:PROBLEMS FACED
During the period of my internship, I have faced some problemsat the
office and the site,some of the problems are :
 Communication problem with workers in the office and at the site.
 Shortage of working drawings like structural, architectural, sanitary, electrical and
some other details.
 Weather condition of the site.
 Shortage of knowledge in some portion of the work at the site.
 Underestimation by workers such as engineers.
 Unsatisfactory answers for questions from engineers.
 Safety facility.
CHAPTER8:CONCLUSION
 The internship is a bridge between the theoretical knowledge and the practical or
the reality work at the field of construction or civil engineering work. We all who
take the internship class go to companies that already working either as a
consultant or a contractor.
 The internship is not only depending on the practical aspect but it also help
students to upgrade or increase knowledge on already that they have.
 The aim of the internship is to address more practical knowledge for student.
 I have improved my interpersonal communication skills,team playing skills,
leadership skills entrepreneurship skills during the internship period.
 For me This internship was very effective and it enhanced the theoretical and
practical knowledge

21. 21
Mr. SUFIYAN AHMED JEDDY (RRN. 150011601105) was born on 29th
May 1998, in Chennai
Dristrict, Tamil Nadu. He did his schooling in Narayana junior college, Hyderabad and secured
92.5% in the Higher Secondary Examination. He is currently pursuing his B.Tech Degree in Civil
Engineering in the Department of Civil Engineering of B.S. Abdur Rahman Crescent institute of
science & Technoly. The e-mail ID is sufiyanahmedjeddy@gmail.com and the contact number
is 6381022582.

22. 22

23. 23