1. INDUSTRIAL INTERNSHIP
THE CREST, DLF 5 ,GURUGRAM,HARYANA
Presented By: PARAS TANEJA - 14BCL0155
Under the guidance of Dr. V. Sairam
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2. ACKNOWLEDGEMENT
• I would like to express my deepest gratitude to all those who provided me the possibility
to complete this training. A special gratitude I would like give it to our university for
providing me the platform to do my training and learn something to excel. Specially my
internship guide Dr. V SAIRAM who helped me throughout my internship.
• Furthermore I would also like to acknowledge with much appreciation the crucial role of
the staff of DLF Ltd,L&T,MACE and other involved companies who gave the permission
to use all required equipment and the necessary materials to complete the training.
Special thanks go to my site engineer Mr PREET BHATT who helped me throughout my
training and told me about each and every minute things of the site, who have invested his
full effort in guiding me in throughout my training. I have to appreciate the guidance
given by other supervisor as well.
• I would like to thank each and every one who helped me throughout my training
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3. DLF Home Developers Ltd.
• The company is headed by Kushal Pal Singh. K.P Singh, according to the
Forbes listing of richest billionaires in 2009, was the 98th richest man in
the world and the world’s richest property developer.
• It was founded by Chaudhary Raghvendra Singh in 1946 and is New
Delhi,India based .
• DLF developed residential colonies in Delhi such as Shivaji Park (their
first development), Rajouri Garden, Krishna Nagar, South
Extension,Greater Kailash, Kailash Colony, and Hauz Khas.
• DLF builds residential, office, and retail properties.
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4. • In the mid-1970s, the company started developing their DLF City
project at Gurgaon. Its plans include hotels, infrastructure and special
economic zones-related development projects.
• DLF has about 25 million sq ft of leased office space spread across
Gurgaon, Hyderabad, Kolkata, Chandigarh and Chennai, which
generates a rental of about Rs 1,950 crore every year and supports Rs
45,000 crore of the company’s debt.
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6. PROJECT SPECIFICATIONS
• No. of Apartments – 765 (3&4 BHK)
• PLOT AREA – 8.82 Acres
• Total height of tower above ground level -130.2 m ( G + 38)
• Total height of tower above ground level -93.585m ( G + 27)
• Floor to Floor height-3.2 m
• Basement 1- 4.9 m
• Basement 2,3,4- 3.3 m
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7. AMENITIES PROVIDED IN CREST:
• 100% Power Backup
• Rain Water harvesting Plant
• Children’s play area
• Gymnasium
• Swimming pool
• Club house
• VRV central air-conditioning
• Wooden flooring in master bedroom
• Exquisitely landscaped gardens interspersed with water bodies, statues and
children's play areas.
• Grand entrance hall and well decorated corridors on all lift lobbies.
• Modern fire fighting system.
• 4 level basement
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8. Club house features include:
• Swimming pool.
• Fully equipped, modern gymnasium.
• Tennis & Badminton courts.
• Multipurpose hall.
• Children's play area.
• Billiards room.
• Yoga, Meditation and Aerobics centre.
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12. Lump sum Contract
• A lump sum contract is normally used in the construction industry to reduce design and contract
administration costs. It is called a Lump Sum because the contractor is required to submit a total and
global price instead of bidding on individual items. A lump sum contract is the most recognized
agreement form on simple and small projects, for example, projects with a well-defined scope or
construction projects where the risk of different site conditions is minimal.
Design and build contract
• Design-build is a method of project delivery in which one entity - the design-build team - works
under a single contract with the project owner to provide design and construction services. One
entity, one contract, one unified flow of work from initial concept through completion. Design-build
is also known as design/construct and single-source responsibility.
Item rate contract
• These contracts are also known as unit-price contracts or schedule contracts. For item rate contracts,
contractors are required to quote rates for individual items of work on the basis of a schedule of
quantities furnished by the customer. The contractor bears almost no risk in these contracts, except
escalation in the rates of items quoted by the contractor, as it is paid according to the actual amount
of work on the basis of the per-unit price quoted.
CONTRACTS
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20. Bar-Bending Schedule
Bar-bending-schedule is the schedule of reinforcement bars prepared in advance before
cutting and bending of rebars. This schedule contains all details of size, shape and
dimension of rebars to be cut.
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21. • Lap length
• Lap length is the length overlap of bars tied to extend the
reinforcement length.. Lap length about 50 times the diameter of the
bar is considered safe. Laps of neighboring bar lengths should be
staggered and should not be provided at one level/line. At one cross
section, a maximum of 50% bars should be lapped. In case, required
lap length is not available at junction because of space and other
constraints, bars can be joined with couplers or welded .
• Anchorage Length
• This is the additional length of steel of one structure required to be
inserted in other at the junction. For example, main bars of beam in
column at beam column junction, column bars in footing etc.
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22. Cover blocks:-
*Cover blocks are placed to prevent the steel rods from touching
the shuttering plates and there by providing a minimum cover and
fix the reinforcements as per the design drawings. Sometimes it is
commonly seen that the cover gets misplaced during the
concreting activity. To prevent this, tying of cover with steel bars
using thin steel wires called binding wires is recommended.
Covers should be made of cement sand mortar (1:3). Ideally,
cover should have strength similar to the surrounding concrete,
with the least perimeter so that chances of water to penetrate
through periphery will be minimized. Provision of minimum
covers as per the Indian standards for durability of the whole
structure should be ensured.
*However, cover indicates thickness of the cover block.
Normally, cubical cover blocks are used. As a thumb rule,
minimum cover of 2” in footings, 1.5” in columns and 1” for
other structures may be ensured.
Structural
element
Cover to
reinforcement (mm)
Footings 40
Columns 40
Slabs 15
Beams 25
Retaining wall 25 for earth face20 for
other face
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23. STRIPPING TIME
Structural Component Age
Footings 1 day
Sides of beams, columns, lintels, wall 2 days
Underside of beams spanning less than 6m 14 days
Underside of beams spanning over 6m 21 days
Underside of slabs spanning less than 4m 7 days
Underside of slabs spanning more than 4m 14 days
Flat slab bottom 21days
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25. SAFETY
The company has observed various safety norms as per ISO standards
and medical kits are available at the site. Various safety measures have
been taken as shown below
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26. It was a wonderful learning experience at DLF LIMTED
site in Gurugram. I gained a lot of insight regarding
almost every aspect of site. I was given exposure in
almost all the departments at the site . All the
employees were forthcoming in sharing their experiences .
I am thankful to all the employees of MACE , L&T, DLF
and other involved companies in the project. I hope this
experience will surely help me in shaping my career.
CONCLUSION:-
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