This document provides information about Centrum Park, a real estate development project in Gurgaon, India. It includes the following key details: - Centrum Park offers 2, 3, and 4 BHK apartments located in Sector 103 of Gurgaon near proposed metro stations and highways. - Amenities include 80% open space, playgrounds, security features like CCTV and access control, a clubhouse, and parking. - The project has connectivity to major roads like Dwarka Expressway and NH-8. Apartment sizes range from 900 to 2300 square feet starting from 1.9 crores. - Fly ash bricks are being used for construction which provide benefits over

1. INDIABULLS REAL ESTATE LMT.
PROJECT-CENTRUM PARK
Md Danish Iqbal
CE/10/13

2. ABOUT THE PROJECT:-
Centrum Park New Project offers 2, 3 and 4 BHK
apartments. Centrum Park Project located at Sector
103 , Gurgaon, and close proximity with the proposed
Metro Station & ISBT corridor.
Centrum Park New Project Gurgaon 3 Side Open
Apartments & Spacious Balconies with all Rooms.
SPAZE has always strived for benchmark quality,
customer centric approach, robust engineering, in-
house research, uncompromising business ethics,
timeless values and transparency in all spheres of
business conduct.

3. MAIN SPECIFICATION OF SPAZE
PRIVY PROJECT OF KLV
Around 80% open space
Play area for children
24x7 surveillance & security
Jogging track
Well-equipped clubhouse
Ample car parking
The IEC security
Fire detector sensors
Door Sensor & Video Visitor Tracking System

4. These homes have e-connectivity that allows you to watch
over your home from anywhere in the world through your
cell phone or laptop which means worry free holidays
from now on. There are other securities features which
can give you a relax feeling when you away from your
home.

5.  Remote home access,Fire detector,Motion control
lighting,Touch screen display panel,Door Sensor &
Video Visitor Tracking System are the important
security features for your home.
 All the towers are open to the landscaped central area
with lush green meadows which revitlizes and
provides an airy ambience.

6. CONNECTIVITY
 300 meters from Dwarka-Expressway approx 1 km
away from NH-8 .
 Adjacent to the upcoming 8-laned 150 meter wide
Dwarka Manesar Expressway

7. SPECIFICATIONS
Location : Sector 103, Gurgaon
Plans : 2, 3 & 4 BHK APARTMENTS
Sizes : 0 sq ft - 2300 sq ft
Land Area : 30 acres
1.9 Cr Onwards

8. What I have learnt from training
BRICKS
 As we all know that bricks are obtained by moulding
clay in rectangular blocks of uniform Size and then by
drying and burning these blocks.

9. COMPOSITION OF GOOD BRICK
 ALUMINA – 20 TO 30 %
 SILICA - 50 T0 60 %
 LIME - not exceed 5%
 OXIDES OF IRON – 5 T0 6%
 MAGNESIA- small quantity to impart yellow colour.
 A good brick should possess the following properties:
 The brick should be uniform in shape and should be of standard size.
 The brick when broken should show a uniform compact and homogeneous structure
free from voids.
 The brick should not absorb water more than 20 per cent for first-class bricks and 22 per
cent for second-class bricks when soaked in cold water for a period of 24 hours.
 The brick should be hard enough. No impression should be left when scratched.
 The brick should not break into pieces when dropped from a height of 1 m.
 The brick when soaked in water for 24 hours should not show deposits of white salts
when allowed to dry in shade.
 The brick should have low thermal conductivity and should be sound proof.

10. TESTS FOR BRICKS
ABSORPTION
CRUSHING STRENGTH
HARDNESS
PRESENCE OF SOLUBLE SALTS
SHAPE AND SIZE
SOUNDNESS
STRUCTURE

11. Absorption Test: Brick specimen are weighed dry. Then they are
immersed in water for a period of 24 hours. The specimen are taken
out and wiped with cloth. The weight of each specimen in wet
condition is determined. The difference in weight indicate the water
absorbed. Then the percentage absorption is the ratio of water
absorbed to dry weight multiplied by 100. The average of five
specimen is taken. This value should not exceed 20 per cent. sharp
edges. To check it, 20 bricks are selected at random and they are
stacked along the length, along the width and then along the height.
For the standard bricks of size 190 mm × 90 mm × 90 mm.
Sound Test: If two bricks are struck with each other they should
produce clear ringing sound. The sound should not be dull.
 Hardness Test: For this a simple field test is scratch the brick with
nail. If no impression is marked on the surface, the brick is sufficiently
hard.

12. Bricks at CENTRUM PARK
FLYASH BRICKS
The raw materials for fly ash brick are: fly
ash, sand/stone ,dust, lime,
,dust, lime, gypsum and cement.
The manufacturing method saves energy,
reduces mercury pollution, and costs 20% less than
traditional clay brick manufacturing.

13. ADVANTAGES
• Due to high strength practically no breakage
during transport and use.
• Due to uniform size of bricks mortar required for
joints and plaster reduces almost by 50%.
• Due to lower water penetration seepage of water
through bricks is considerably reduced.

14. Gypsum plaster (plaster of Paris) can be directly
applied on these bricks without a backing coat of lime
plaster.
These bricks do not require soaking in water for 24
hours. Sprinkling of water before use is enough

15. DISADVANTAGES
Mechanical bonding strength is weak. But this can be
rectified by adding marble waste.
Limitation of size. Only modular size can be
produced. Large size will have more breakages.

16. SLABS
A flat, reinforced-concrete structural member,
relatively sizable in length and width, but shallow in
depth; used for floors, roofs, and bridge decks.
A one-way slab is supported on four sides and has a
much larger span in one direction than in the other
may be assumed to be supported only along its long
sides.
A slab supported on four sides and with reinforcing
steel perpendicular to all sides is called a two-way
slab. Such slabs generally are designed by empirical
methods.

18. CURING
The concrete surfaces are kept wet for a certain
period after placing of concrete so as to promote the
hardning of cement.
 It consists of controlled temperature and of moisture
movement from and into the curing.

20. Purposes
Protects the concrete surface from sun and wind.
Strength of concrete gradually increases with age, if
curing is efficient.
By proper curing , the durability and impermeability
of concrete are increased and shrinkage is reduced.
Resistance of concrete to abrasion is considerably
increased by proper curing.

21. Effects of improper curing
Chances of ingress of chlorides and atmospheric
chemicals are very high.
Compressive and flexural strengths are reduced.
Cracks are formed due to plastic shrinkage, drying
shrinkage and thermal effects.
Rate of carbonation increases
Frost and weathering resistances are decreased.

22. Methods of curing
Ponding with water
Covering concrete with jute bags
Covering concrete with wet sand, saw dust.
Covering concrete with water proof paper or
polythene sheets and holding it in position.
Intermittent spraying with water and continous
sprinkling of water
Applying curing compounds.

23. Joints in concrete structure
Construction joints
Expansion or contraction joints

24. Construction joints – provided at locations where the
construction is stopped either at the end of day or for
any other reason.
The provision of construction joints is necessary to
ensure proper bond between the old work and new
one.

25. Expansion and contraction joints
These joints are provided in all the concrete structures
of length exceeding 12m, mainly for two purposes.
• To allow changes in volume of concrete due to
temperature
• To preserve the appearance and the original shape of
concrete of structures.

26. Use of chair in reinforcement
Generally chairs are used to separate top and bottom
level reinforcement.
We generally provide cover block at the bottom of
chairs.

28. COVER BLOCKS

30. MISCLLANEOUS WORK

37. THANK YOU