1. INDUSTRIAL TRAINING PRESENTATION
NBCC Limited
(National Buildings Construction Corporation Limited)
(From 10th Jan 2015 to 10th Apr 2015)
PRESENTED BY:
SUBMITTED BY
JASPREET SINGH
Section - D4CE1
Class R.No.110138
Univ. R.No.1283920
Department of Civil Engineering
GURU NANAK DEV ENGINEERING COLLEGE
LUDHIANA, INDIA

2. NBCC Limited (National Buildings Construction Corporation Limited), a
Navratna organization under category I, is a Central Public Sector Undertaking
which trades publicly in the market and is largely owned by Government of
India. It primarily provides construction services in three segments:
• Project Management Consultancy (PMC)
• Real Estate Development & Construction Business
• EPC Contract

3. A redevelopment and densification project for a low density Government
colony is proposed in Kidwai Nagar East by NBCC on behalf of MOUD, in
the heart of Delhi right opposite Delhi Haat & AIIMS.
Information About Project

4. Brief on Redevelopment of Kidwai Nagar (East)

5. The construction of the work has been divided into 5 Nos. packages as given
below:-
I Package I
Commercial office space 4 block
II Package II
Primary school-1 no., Sr. Secondary school-2 no’s, LSC-1, Lal
Quarters, Banquet hall- 1 no., Type VII-61 qtrs., ( 09 Tower ), Type
VI-192 qtrs., ( 10 Tower )
III Package III
Type-II (936qtrs.), (11 Tower), Type-III (1008 qtrs.),
(12 Tower)
IV Package IV
Type V-680 qtrs. (12 Tower), Type-IV 606 qtrs., (7 Tower) Dispensary
V Package V
Type-V-398 qtrs. (7 Towers), Type- IV 866 qtrs., (10 Towers)
Methodology for Execution of Work:

6. Master Plan

7. Accommodation Block No. 5

8. Specification of Single Dwelling Unit
Unit size 356.4 m2
Circulation 42.8 m2
Total 487.5 m2

9. S.No. Room Type Size (mm)
1 PA Room 5330 x 5190
2 Office 4545 x 6015
3 Living/Dining Room 9070 x 6415
4 Kichen 3570 x 4500
5 Worship Place 3385 x 1405
6 Family Lounge 4665 x 5240
7 Master Bedroom 3450 x 6700
8 Bed Room 3950 x 4560
9 Bed Room 3300 x 4615
Detail of Type-VII Dwelling Unit:

10. 4%
21%
6%
31%
7%
3%
7%
21%
CIVIL WORKS
EARTH WORK
RCC
SHUTTERING
REINFORCEMENT
BRICK WORK
FLOORING
FINISHING WORKS
MISCELLANEOUS WORKS

11. Site View On 12 January 2015

12. Site Clearance: - The very first step is site
clearance which involves removal of grass and
vegetation along with any other objections
which might be there in the site location.
Layout for Excavation: - As the metro line
tunnel passes below the construction area so
coordinates are referred from INA Metro
Station. Two arbitrary station points of known
coordinates with reference to INA Metro
Station Benchmark were marked with the help
of a TOTAL STATION, thread and plumb bob
as per the grid drawing near every block to be
constructed.
Methodology Of Work
Total Station

13. Excavation: - Excavation was carried out
both manually as well as mechanically.
Levelled bottom surface shall be
compacted using smooth wheel rollers
as per specifications.
Methodology Of Work
Compaction

14. Laying of P.C.C. (Plain Cement
Concrete):- After the process of
compaction and levelling, laying of
plain cement concrete that is PCC is
done. A layer of 100mm thick PCC of
grade M10 with 100mm projections was
made in such a manner that it was not
mixed with the soil. It provides a solid
base for the raft foundation and a mix of
1:4:8 that is, 1 part of cement to 4 parts
of fine aggregates and 8 parts of coarse
aggregates by weight were used in it.
Plain concrete is vibrated to achieve full
compaction.
Methodology Of Work
Total quantity of PCC required: 120 m3
Laying of P.C.C.
Finishing of P.C.C.

15. Waterproofing:
The roof covering materials, siding,
foundations, and all of the various penetrations
through these surfaces need to be water-
resistant and sometimes waterproof.
APP Membranes
APP Membranes:
APP Waterproofing Membranes are
mostly used to prevent leakage in
various areas.
Methodology Of Work
Non-woven Fabric
Non-woven fabric is a fabric-like material
made from long fibers, bonded together
by chemical, mechanical, heat or solvent
treatment.
This fabric is used over APP membrane to
prevent its puncturing due to
reinforcement and concrete.

16. Methodology Of Work
50mm Thick Screed:
It protects the waterproofing membrane
from puncture if any by rebar's.
50mm Thick Screed:
Layout:
After screeding is done, layout of columns is done with the help of Total
station. Two corner points for each column are marked on screed with the
help of paint. Outline for raft as well as lift is also marked simultaneously.

17. Layout: After screeding is done, layout of
columns is done with the help of Total station.
Two corner points for each column are marked
on screed with the help of paint. Outline for raft
as well as lift is also marked simultaneously.
Methodology Of Work
Foundation: Two types of foundation were
provided at site. Raft foundation was provided
in tower area whereas isolated footings were
provided in non-tower areas.
Raft foundationIsolated footings
Layout
Steel Quantity:-
850.94 quintal (with
Chair 16mm ɸ @ 1m
c/c)
Concrete Quantity:-
898.12 m3

18. Column:
A column is an important component of
RCC structure. It is a vertical member
which is used to transfer the load of super
structure such as super structure, floor,
balconies, slab etc.
Methodology Of Work
Concreting of Column
Column With Cover Blocks
Steel Quantity:- 35.9 quintals
Concrete Quantity:- 133.745m3

19. Retaining wall:
A retaining wall is a structure designed
and constructed to resist the lateral
pressure of soil when there is a desired
change in ground elevation that exceeds
the angle of repose of the soil.
Methodology Of Work
Laying of Beam and Slab:
A structural member which supports
lateral load and resist bending is known as
beam. Slabs are plane structural member
whose thickness is quite small as
compared to its other dimension. Slab
support mainly transverse loads and
transfer them to end supports by bending
action in one or more directions.
Laying of Beam and Slab
Retaining wall

20. Methodology Of Work
Lift
Is a vertical access that moves up and
down inside a building and carries people
from one floor to another floor. The lift
frame is made of R.C.C. and construction
method is same as other member.
Stair
A series of steps or flight of steps that go
from one level to another is called stair.
The form work can be made up with
plywood or framing lumber.
Stair
Lift
The Images shows the reinforcement in
Stair and Lift

21. Methodology Of Work
Filler Board:
This is capable of expansion and contraction
which occurs with seasonal variations in
temperature and are generally placed
between two slabs or columns. Features of
filler board are affordable, effective, and
reliable
Filler Board
Waterbar:
The function of waterbar is to seal the joint
against water penetration. Waterbars may be
necessary where the joint is subject to
groundwater pressure or where the method of
construction makes it difficult to accurately
seal the surface cavity, and where it is very
essential that there shall not be any risk of
penetration of water.
Waterbar

22. Methodology Of Work
Waterbars may be of natural and
synthetic rubber, polyvinylchloride (PVC)
or metal. The strips shall be supplied in
uniform lengths of 2.5 to 3.5 m at the
option of the manufacturer, unless
otherwise ordered

23. Finishing Work
Brick Wall
Internal and External Plastering
on surfaces of Brick and
Concrete.

24. Quality Control and Testing
Various tests which are done on different materials are listed
below:
• Slump Test
• Compressive Strength of Concrete
• Weight of Steel
• Silt Content
• Grading of Aggregate
• Impact Value Test
• Compressive Strength of Brick
• Water Absorption Test
• Dimensional Tolerance
• Determination of Moisture Content by Calcium Carbide
Method
• Core Cutter Method

25. Quality Control and Testing
Determination of moisture content by using calcium carbide.
This test is done to determine the water content in soil by calcium carbide method
as per IS: 2720 (Part II) – 1973. It is a method for rapid determination of water
content from the gas pressure developed by the reaction of calcium carbide with
the free water of the soil. From the calibrated scale of the pressure gauge the
percentage of water on total mass of wet soil is obtained and the same is converted
to water content on dry mass of soil.
Apparatus required :-
i) Metallic pressure vessel, with a clamp for sealing the cup, along with a gauge
calibrated in percentage water content.
ii) Counterpoised balance, for weighing the sample.
iii) Scoop, for measuring the absorbent (Calcium Carbide).
iv) Steel balls – 3 steel balls of about 12.5mm dia. and 1 steel ball of 25mm dia.
v) One bottle of the absorbent (Calcium Carbide).

26. Quality Control and Testing

27. Quality Control and Testing
Procedure to determine Water Content In Soil By Calcium Carbide Method
• Set up the balance, place the sample in the pan till the mark on the balance
arm matches with the index mark.
• Check that the cup and the body are clean.
• Hold the body horizontally and gently deposit the leveled, scoop-full of the
absorbent (Calcium Carbide) inside the chamber.
• Transfer the weighed soil from the pan to the cup.
• Hold cup and chamber horizontally, bringing them together without disturbing
the sample and the absorbent.
• Clamp the cup tightly into place. If the sample is bulky, reverse the above
placement, that is, put the sample in the chamber and the absorbent in the cup.
• In case of clayey soils, place all the 4 steel balls (3 smaller and 1 bigger) in the
body along with the absorbent.
• Shake the unit up and down vigorously in this position for about 15 seconds.

28. Quality Control and Testing
• Hold the unit horizontally, rotating it for 10 seconds, so that the balls roll
around the inner circumference of the body.
• Rest for 20 seconds.
• Repeat the above cycle until the pressure gauge reading is constant and note
the reading. Usually it takes 4 to 8 minutes to achieve constant reading. This is
the water content obtained on wet mass basis.
• Finally, release the pressure slowly by opening the clamp screw and taking the
cup out, empty the contents and clean the instrument with a brush.
Reporting Of Results
Designation Moisture Content
Sample 1 15%
Sample 2 10%

29. Safety Measure and Campaign
• In Civil engineering construction
project, accidents cannot be avoided.
• A mishap can happen any time and
unexpectedly during construction.
• About 80 percent of accidents are
mainly caused due to unsafe
practices and shear negligence of the
workers.
• Safety measures are necessary to motivate and
encourage the workers to work at the given site or
industry without any fear, tension or worry in
mind about his security of life.
• Good safety measures are essential to
increase the output of work by
generating safety free environmental
sense of contentment among the
workers.

30. Safety Measure and Campaign
Safety Helmets
Safety Nets

31. Safety Measure and Campaign
National safety day

32. • Maximize recovery of recyclable
C&D material(s).
• Maximize reuse of recovered material
in construction activity.
• Minimize waste quantity that requires
landfill disposal.
• Ensure the proper disposal of C&D
materials that cannot be recovered.
• Increase life of sanitary landfill site(s)
and
• Reduce in total costs of C&D waste
management.
Construction & Demolition Waste Recycling Plant
Objectives of C&D Waste’s Management

33. Construction & Demolition Waste Recycling Plant

34. Recycle Products
• By Processing C&D Waste we can produce Bricks/Concrete blocks,
pavement blocks and Kerb-stones.
• Aggregate which can be used as sub-base in road construction.
• Dirt / loose soil to be used for land filling.
Construction & Demolition Waste Recycling Plant
NBCC Obligations
•Area required for setting up plant is provided by NBCC. (1.00 Acre)
•Supply of C & D Waste at Plant Site.
•100% assured buy back of finished products i.e. Bricks from the said plant @
Rs 5.00 each

35. Construction & Demolition Waste Recycling Plant

36. Construction & Demolition Waste Recycling Plant

37. TECHNOLOGY
• Producing the Bricks by Using Enzymes.
• The EN-2 Enzyme is a synergistic mixture of enzymes, coenzymes, binders,
catalysts, wetting agents, surfactants and water. It is non-toxic and non
combustible. It does not harm humans, animals, fish or vegetation under
normal use and is totally biodegradable process. EN-2 have been tailored to
provide the "lock" for numerous soil and other organic materials and
promote the desired alteration of their properties, causing a rapid
cementation process to occur.
The Advantages of Using EN-2 in the Brick Manufacturing
• Reducing the cement quantity up to 50%.
• Reducing the cost of manufacturing the brick.
• Reducing water absorption in the brick.
• Maintaining the strength of the product.
• Reducing water use during the process.
Construction & Demolition Waste Recycling Plant

38. Information about Plant and Equipment
Concrete Mixer Plant
Transit Mixer
Mixer plant provides the facility to mix
the various ingredients of concrete in
required proportions at the in order to
fulfil the quantities of concrete and
without more lead distance. A concrete
plant, also known as a batch plant, is a
device that combines various
ingredients to form concrete
It is used to transport the concrete from the
place of production to the site. Nominal
capacity of Transit mixer is 6M3 and Total
Geometric volume is 9M3. It is a equipment
which is used for transporting the concrete
from batching plant directly to the place
where it is to be poured

39. Information about Plant and Equipment
Immersion or Needle Vibrators
Bar Cutting Machine
Bar Straightening Machine
Bar Bending Machine

40. Information about Plant and Equipment
Tower CraneHydra (Cranes):
Backhoe LoaderConcrete Trailer PumpsRoller

41. Contractor bill

42. DESCRIPTION UNIT QUANTITY
L/C For Non tower and tower area beam bottom
and shuttering and de-shuttering work
Sq. m 82.767
L/C for Non tower and tower area slabs shuttering
and de-shuttering works
Sq. m 107.851
Sq. m 190.618
De shuttering purpose hold 40% Sq. m 76.000
Total bill quantity Sq. m 114.618
Shuttering work at block-05
Name of contractor:- Dharmesh Kumar Jha
Contractor bill

43. Site View On 8 April 2015

44. The entire period of Industrial Training has given me good &
important practical exposure of construction work. At the end of the
Industrial Training under NBCC, New Delhi I feel myself better
equipped and ready to face the field problems related to Civil
Engineering works. In these four& half months, I have learnt how to
deal with Authorities and workers under supervision and I have
become familiar with the fact that the field work is much difficult
from theoretical knowledge. But until you don’t have the theoretical
knowledge, the practical work is very difficult to carry-out and
understand.
Conclusion