Industrial Training: THE Project Report
Industrial Training: THE Project Report
Industrial Training: THE Project Report
THE
PROJECT REPORT
BACHELOR OF TECHNOLOGY
IN
CIVIL ENGINEERING
BATCH: 2014-2018
This is to certify that I, JAPJEET SINGH student of B.Tech (Civil)-8th Semester Roll No.
1446589 has undergone industrial training in “TDI INFRATECH LTD” as required of
thirteen weeks project semester for the award of degree of B.Tech Civil Engineering,
college CHANDIGARH GROUP OF COLLEGE JHANJERI and had which is an authentic
record of my work.
If any discrepancy is found regarding the originality of this report I may be held
responsible. I have not copied from any report submitted earlier this or any other
university. This is purely original and authentic work.
JAPJEET SINGH
TRAINING CERTIFICATE
ACKNOWLEDGMENT
I would like to place on record my deep sense of gratitude to Er.MOHANPREET SINGH (Site
Engineer) for his generous guidance, help, useful suggestions and continuous
encouragement.
I am extremely thankful to Dr. Kishor Kulkarni, HOD, CGCTC Jhanjeri, Mohali for valuable
suggestions and motivation.
I am also thankful to Mr.Sarabjit Singh and Mr. Sachin Sharma, Training and placement
officers, Chandigarh Group of Colleges Technical Campus Jhanjeri, Mohali (Punjab) for
providing the opportunity to get the knowledge.
JAPJEET SINGH
CONTENTS
1. Abstract
2. About The Developer
3. Features For A Premier Living
4. Features
5. Running Construction Details
6. Seismic Safe Construction
7. Actual Structural Plans
8. Construction Details Of Each Villa
9. Foundation
10. Brickwork
11. Tests For Brickwork
12. Steel Bars
13. Features Of HSD Bars
14. Steel Specifications In Each Villa
15. Cement Concrete
16. Compressive Strength Test
17. Worksheet For Cube Casting Test
18. Bibliography
ABSTRACT
As part of curriculum, and for the partial fulfillment of the requirements for completion of
B.TECH degree from Chandigarh Group of Colleges, technical campus, I Japjeet Singh,
underwent an industrial training at the Tdi Infratech Ltd. Connaught residency, Site for 13
weeks during the months january 2018 - april 2018. The report consist of brief study and
description of materials, equipments and procedures used at the site for construction.
The report contains my 13 weeks experience in the hosting company. All the contents are
broadly explained and it is constructed from the practical basis of the site.
In the opening content I have given details of the company background including its
mission.The contents are written in such a manner which give details of the company so that
the reader can easily know and access the company.
In the second content I have explained my overall internship familiarity in the last successive
months. This content is the main content that I have recorded and it contains overall work I
have been executing.
❖ About the developer
An ISO 9001:2008 company, TDI is known to have represented the elements of urban
living through its consistent journey of over two decades. With a consistent track record
of timely completion and standard-quality construction, the company has developed
integrated townships and commercial complexes in various locations of North India.
TDI's ability to meet the special requirements of the real estate market and clients stems
from its strong foundations of professionalism. Every project that bears the TDI signature
stands out from the rest, in terms of design aesthetics and global standards of
construction. The company's passion for exceeding industry benchmarks is evident in its
ability to redefine value engineering, project after project - reinforcing the best of
conceptual innovation and cutting-edge construction technologies.
TDI is the flagship company of Taneja Group. Since its inception more than 2 decades
ago, TDI has carved a niche for itself in the burgeoning held of real estate development
and construction. The company has consistently set quality benchmarks in
property development by creating world-class townships and commercial spaces, in
prime locations. The company's ability to meet the special requirements of the real estate
market and clients stems from the strong foundations of professionalism, integrity and
unrivalled market knowledge.
Presently, TDI has 11 Malls cum Multiplexes, 8 ultra modern office cum Retails
complexes, 8 residential townships in Delhi, Haryana, Uttar Pradesh and Punjab
(operational as well as under development). Every single project that bears TDI signature
stands out from the rest, in terms of design aesthetics and quality of construction.
TDI has left an indelible mark in the real estate landscape of the country and is
constantly setting up new quality benchmarks and introducing conceptual innovations
coupled with cutting edge construction technologies both in residential and commercial
spaces. TDI stand for high standards of quality, both in planning projects and maintaining
relationships, offering mutually beneficial and fair dealings and on time completion of
projects.
Independent Living Exclusive Floors At Sector – 74-A , Mohali
TDI Infratech unfolds yet another Premium residential option, Connaught Residency, to setup
a perfect home in Mohali.
Connaught Residency is not just an address to stay, but a true embodiment of luxury within a
gated community. Located in the most premium and convenient locality of Mohali, Connaught
Residency is an upscale urban landmark, equipped with all the modern facilities you can
imagine. Every single detail of Connaught Residency is crafted with utmost precision,
keeping in mind your aesthetic aspirations and practical utility. Connaught Residency is an
idea which revolutionizes the concept of home, where every moment is a moment of
rejuvenation and self-discovery.
Filled with natural light that ows in from meticulously planned spaces and windows, the
beauty of your residence is impossible to ignore.
Every independent Floor at Connaught Residency opens out to a balcony with a beautifully
landscaped vista that is truly a sight to behold. An extention to your living spaces, the outdoor
room also serves as a canvas for endless inspiration.
Features for a premier living
Connaught Residency is not just an address to stay, but a true embodiment of
luxury with gated community. Located in the most premium and convenient
locality of Mohali, Connaught Residency is an upscale urban landmark,
equipped with all the modern facilities you can imagine.
• On Plot size of around 250 sq.yds. (209.03 sq. mtr.) (33'x68') having G+2 with
super area of approx. 1750 sq.ft.
• Spread over land abutting towards master Plan roads.
• An integral part of TDI City-I (300 acres approx township) in Sectors 74-A, 92,
116, 117, 118 & 119
• Shopping convenience in close proximity at Connaught Plaza.
Project Specifications
➢ 2D PLAN
➢ 3D PLAN (GROUND FLOOR)
➢ LIVING / DINNING
• Flooring – Italian \Digital \ Wooden Floor Styles (Somany, Orient, Kajaria, Hindware).
• Wall – POP Punning + Acrylic Emulsion Paint.
• Ceiling – POP False Ceiling with decorative lights.
➢ BEDROOMS
• Flooring- Digital/Wooden floor tiles (2'*2' size) (Somany, Orient, Kajaria, Hindware).
• Wall – POP punning + Acrylic Emulsion Paint.
• Modular Wardrobes with hydraulic fitting .
• Entrance Door – Teak wood chowkhat & Designer teak door with video door phone.
• Internal Doors - Laminated flush doors with SAL .
• External Doors/Windows - Teak wood chowkhat & Laminated flush doors with SAL.
➢ KITCHEN
• Counter & Sink – Granite counter top with stainless steel double bowl sink with sink mixer &
Premium quality tiles upto 2 ft. height.
• Floor - Premium quality anti-skid tiles.
• Wall – Oil Bound Distemper.
• Modular Kitchen with Hettich fittings, Hob & Chimney (Kaff or equivalent), Instant geyser,
RO/Aquaguard& Gas pipeline.
➢ BALCONIES
• Railing-Fancy/Designer MS or Rot iron.
• Floor – Premium anti slid tiles.
• Wall – Texture paint ( Berger / Asian).
➢ PASSAGE / STAIRCASE
• Floor – Granite.
• Wall – Oil Bound Distemper.
• Railing – Rot iron with wood finish on top.
➢ BATHROOMS
• Floor – Premium quality anti skid tiles.
• Wall – Premium quality ceramic tiles upto full height (1'*2' size).
• CP fitting – Jaguar or Grohe or equivalent.
• Chinaware – Hindware premium range or Duravit or equivalent .
• Modular false ceiling-Gypsum (moisture resistant) + Grid.
➢ ELECTRICALS
• Switches – ABB or Havells or Legrand.
• Wiring – Copper wiring of Polycab or Havells.
• Split AC – 1.5 ton in living, dining & bedrooms (5 in nos.).
➢ EXTERNAL FACADE
• Weather proof texture/ Paint/ Mangalore Tiles
Features
• Luxury Features
▪ Power Back-up
▪ Centrally Air Conditioned
▪ Lifts
▪ RO System
▪ High Speed Internet
▪ Wi-Fi
• Security Features
▪ Security Guards
▪ Electronic Security
▪ Intercom Facility
• Interior Features
▪ Woodwork
▪ Modular Kitchen
▪ Feng Shui / Vaastu Compliant
• Recreation
▪ Swimming Pool
▪ Park
▪ Fitness Centre / GYM
▪ Club / Community Center
• Maintenance
▪ Maintenance Staff
▪ Water Supply / Storage
▪ Rain Water Harvesting
▪ Waste Disposal
• Land Features
▪ Feng Shui / Vaastu Compliant
▪ Club / Community Center
▪ Park/Green Belt Facing
➢ Amenities
Horizontal bands can be also termed as seismic bands which consist of reinforced
concrete running flat throughout all the external and internal masonry wall
elements.
o Gable Band
o Roof Band
o Lintel Band
o Plinth Band
The figure below depicts the important elements of an earthquake resistant
masonry buildings.
Fig.1: Representation of Horizontal Bands In a Masonry Building, where 1 -Lintel Band, 2- Roof
Band, 3- Vertical Reinforcing Band, 4-Door, 5-Window,6- Plinth Band, 7 – Window Still Band
Plinth Band
This type of horizontal bands is essential in those areas where the soil on which
the building has to be constructed is weak. The soil will be soft with uneven
properties. This problem is mainly found in soils found in hilly areas. This band is
hence not necessary if we have a stronger soil and substructure.
Lintel Band
As the names tells these are horizontal bands provided at the lintel level. And it
is provided in almost all buildings. Under the action of earthquake ground
motion, the lintel band is subjected to constant bending as well as pulling as
shown in figure 2. Hence the construction of lintel band has to done with special
care and supervision.
Fig.2: Lintel Band Under Seismic Action
The details of the dimension of the band and its reinforcement details with
respect to the wall thickness for buildings with different functionality is shown in
table-1. These recommendations are for buildings located in Zone 5, as per
Indian code.
ISOLATED FOUNDATION :
We’ve used isolated foundation with tapered edges.
Isolated footings are most commonly used footings for Reinforced cement
concrete column because it is simple and most economical. An isolated
footing is used to support a single column. Isolated footings are
independent footings which are provided for each column.
This bond has one stretcher between headers, with the headers centred over the stretchers in
the course below.
Where a course begins with a quoin stretcher, the course will ordinarily terminate with a quoin
stretcher at the other end. The next course up will begin with a quoin header. For the course's
second brick, a queen closer is laid, generating the lap of the bond. The third brick along is a
stretcher, and is—on account of the lap—centered above the header below. This second course
then resumes its paired run of stretcher and header, until the final pair is reached, whereupon a
second and final queen closer is inserted as the penultimate brick, mirroring the arrangement at
the beginning of the course, and duly closing the bond.
Some examples of Flemish bond incorporate stretchers of one colour and headers of another.
This effect is commonly a product of treating the header face of the heading bricks while the
bricks are being baked as part of the manufacturing process. Some of the header faces are
exposed to wood smoke, generating a grey-blue color, while other simply vitrified until they reach
a deeper blue color. Some headers have a glazed face, caused by using salt in the firing.
Sometimes Staffordshire Blue bricks are used for the heading bricks.
Brickwork that appears as Flemish bond from both the front and the rear is double Flemish bond,
so called on account of the front and rear duplication of the pattern. If the wall is arranged such
that the bricks at the rear do not have this pattern, then the brickwork is said to be single Flemish
bond.
Flemish bond brickwork with a thickness of one brick is the repeating pattern of a stretcher laid
immediately to the rear of the face stretcher, and then next along the course, a header. A lap
(correct overlap) is generated by a queen closer on every alternate course:
TEST FOR BRICKS
Various types of tests on bricks are conducted to check the qualities of bricks
for construction purposes. Tests on bricks are conducted at construction site as
well as in laboratory. Bricks are oldest and important construction materials
because of their durability, reliability, strength and low cost.
1. Absorption test
2. Crushing strength test
3. Hardness test
4. Shape and size
5. Color test
6. Soundness test
7. Structure of brick
8. Presence of soluble salts (Efflorescence Test)
Brick
23.27 23.27 23.27
(sq mm)
Maximum
300 350 350 14.32
Load At
HSD Steel Bars (High Strength Deformed Bars) used at our project.
High strength deformed bars IS: 1786-1985 are steel bars which are provided with lugs,
ribs, projection or deformation on the surface and are produced in form of cold twisted
deformed bars. These bars are extensively used for reinforcement purposes in a
construction. Due to ribs or projections on the surface, these steel bars minimize slippage in
concrete and increase the bond between two materials i.e. between cement concrete and
steel bars.
Within this process lies the key to a remarkable trait of concrete: it's plastic and
malleable when newly mixed, strong and durable when hardened.
Concrete’s durability, strength and relatively low cost make it the backbone of
buildings and infrastructure worldwide—houses, schools and hospitals as well
as airports, bridges, highways and rail systems. The most-produced material on
Earth will only be more in demand as, for example, developing nations become
increasingly urban, extreme weather events necessitate more durable building
materials and the price of other infrastructure materials continues to rise.
• Slump test before leaving the batching plant and on arrival on site. ...
• Compressive strength test. ...
• Water Permeability test. ...
• Rapid Chloride Ion Penetration Test. ...
• Water Absorption Test. ...
• Initial Surface Absorption Test.
Compressive Strength Test
Compressive strength of concrete cube test provides an idea about all the
characteristics of concrete. By this single test one judge that whether
Concreting has been done properly or not. Concrete compressive strength for
general construction varies from 15 MPa (2200 psi) to 30 MPa (4400 psi) and
higher in commercial and industrial structures.
Compressive strength of concrete depends on many factors such as water-
cement ratio, cement strength, quality of concrete material, quality control
during production of concrete etc.
Test for compressive strength is carried out either on cube or cylinder. Various
standard codes recommends concrete cylinder or concrete cube as the
standard specimen for the test.
For cube test two types of specimens either cubes of 15cm X 15cm X 15cm or
10cm X 10cm x 10cm depending upon the size of aggregate are used. For most
of the works cubical moulds of size 15cm x 15cm x 15cm are commonly used.
This concrete is poured in the mould and tempered properly so as not to have
any voids. After 24 hours these moulds are removed and test specimens are
put in water for curing. The top surface of these specimen should be made even
and smooth. This is done by putting cement paste and spreading smoothly on
whole area of specimen.
This concrete is poured in the mould and tempered properly so as not to have
any voids. After 24 hours these moulds are removed and test specimens are
put in water for curing. The top surface of these specimen should be made even
and smooth. This is done by putting cement paste and spreading smoothly on
whole area of specimen.
1 day 16%
3 days 40%
7 days 65%
14 days 90%
99%
28 days
Compressive Strength of Different Grades of Concrete at 7 and 28 Days
Specified
Minimum
characteristic
Compressive
Grade of Concrete compressive
strength N/mm2
strength
at 7 days
(N/mm2) at 28 days
M15 10 15
M20 13.5 20
M25 17 25
M30 20 30
M35 23.5 35
M40 27 40
M45 30 45
Worksheet For Cube Casting Test
Spe Req.
cim Avg. avg.
Strength
en Age in Length Breadth Height Load strength strengt
in N/mm
No. days (in mm) (in mm) (in mm) in KN in N/mm h in
sq.
sq. N/mm
sq.
CONCLUSION:
For required strength of 25 KN/mmsq we obtained the compressive
strength of 32.07 KN/mmsq.
BIBLIOGRAPHY
.References:
3.Reinforced concrete Structures by a.k. jain and b.c.punmia fo rdesign of beams, columns
and slab.
Code Books
1.IS 456-2000 code book for design of beams, columns and slabs