The document summarizes Vijay Kumar Kaushik's summer internship with Shapoorji Pallonji Engineering & Construction from June 25 to August 5, 2018. It thanks the company for the opportunity and individuals like Mr. Farid Hussein, Mr. Ajay Dubey, and Mr. Deepak who guided him. Vijay learned about unique construction practices on the IREO Mixed project site. He is grateful for the experience and gaining knowledge about civil engineering works from qualified engineers.

1. SUMMER INTERNSHIP TRAINING
(25-june-2018-05-august-2018)
SUBMITTED BY:
VIJAY KUMAR KAUSHIK
ENROLLERMENT NO. 1643732200034
CIVIL ENGG.
PHONE NO. 9560852937
EMAIL-vijaykumarkaushik26@gmail.com

2. I am very thankful to 'shapoorji pallonji engineering & construction ' for having given me the
opportunity summer training . It was a very good learning experience for me to have work at site as
this project involved many unique construction partices and challenges. Therefore, I consider myself
as a very lucky individual as I was provided with an opportunity to be a part of it. I am also grateful for
having a chance to meet so many wonderful people and professionals who led me though this
internship period.
I thank Project Head Mr. Farid Hussein sir who inspired me to work on this subject. And in the quality
control Mr. Ajay Dubey sir, and Mr. Deepak Sir who told me to prepare all the tests and reports in the
Quality Lab. Site engineer Mr. Rahul Sir who guided me by giving his precious time.
I would like to thank all the staff at Shapoorji pallonji for being so helpful during this summer training
.
ACKNOWLEDGEMENT

3. shapoorji pallonji& co. ltd is one of the largest construction firms in the country.
SPCL is primarily focused on real estate sector. shapoorji pallonji has emerged
as one of the most safety and quality conscious construction companies. with
over 3000 dedicated and qualified engineers employed by the organization, it's
not hard to imagine why shapoorji pallonji is: The oldest Indian construction
company with a legacy of 153 years The construction company to enter the
middle east in the 1970's. The first Indian construction company to have earned
the ISO 9001 certification across projects. The first Indian company to construct
two. 60 storey residential towers in the heart of Mumbai Award winner for
safety from the national safety council.
ABOUT TO COMPANY

4. PROJECT DETAILS
• PROJECT: GRAND HYAAT HOTEL IREO MIXED
PROJECT
• CLIENT : IREO
• ARCHITECTS & ENGINEERS :
• CONTRACTOR : SHAPOORJI PALLONJIAND COMPANY PVT
LTD.
• PROJECT LOCATION : THE SITE IS LOCATEDAT SECTOR – 58
NEAR POWER HOUSE GURGAON.

5. HOTELTOWER RESIDENCY (1,2,3,4,5) OFFFICETOWER
RETAIL AREA (1,2,3,4,5)

6. Proper health check up is done before a labour is been appointed for work.
Personal protective equipment are provide to all the staffs and labours based on
the types of work they deal with.
PPE includes :-
Safety helmets
High visibility clothing
Safety shoes
Safety Gloves
SAFETY INDUCTION

7. “ WORK IS MUST BUT SAFETY IS FIRST

10. THE MAIN SETP INVOLVED IN QUALITY DEPARTMENT AT SPCL SITE.
Testing
Regular inspection
Quality walk
Quality awards
Training programs
Finding cause , prevention and remedy of an issue
ROLE OF A QA/QC ENGINEER ATTHE SPCL:
 Batching plant and laboratory
Batching plant
QA working and lab
QUALITY LAB

13. INTRODUCTION
Popular as building material.
Material with adhesive & cohesive properties.
To bind the fine & coarse aggregate together
To fill voids in between fine & coarse aggregate particle forma compact
mass.
1 bags =50kg
CEMENT

14. OPC - Ordinary Portland Cement
Rapid Hardening cement
High alumina cement
Hydrophobic cement
Quick setting cement
Low Heat cement
Sulphate resisting cement
TYPES OF CEMENT

15. Types of OPC (33 grade, 43grade, 53 grade).
Cement used :- OPC 43 grade conforming to IS 8112
Setting time :- initial setting time:-30mint. And final setting time :-10hr.
Used in the construction of foundation , column, beam and slab, RCC
Specific gravity of cement 3.15
Density of cement :-1440Kg/m3
OPC(Ordinary Portland cement )

16. • Aggregates are small pieces of broken stones in irregular size and shapes.
TYPES OF AGGREGATES:
1. Fine aggregate
Sand
Fine Aggregate material passing a sieve with 4.75mm opening.
Density of fine aggregates :1450-1600kg/m3
1. Coarse aggregate
Gravel and crushed stone.
Coarse Aggregate material retained on a sieve with 4.75 mm openings.
Density of coarse aggregates :1450-1500kg/m3
AGGREGATES

17. 10MM AGGREGATES 20MM AGGREGATES
USE OF AGGREGATES
M-SAND

18. The chemicals used to improve the properties
of concrete &cement.
Mean properties like strength ,workability ,
durability , hardening time etc.
ADMIXTURES

19. Increase strength (compressive , tensile )
Reduce shrinkage
Reduce segregation
Decrease permeability of concrete.
Reduce some chemical reaction.
FUNCTION OF ADMIXTURES

20. SIEVE ANALAYIS
IS : 2386 ( PART 1)
M-SAND AGGREGATE 10mm AGGREGATE 20mm
10mm 12.5mm 40mm
4.75mm 10mm 20mm
2.36mm 4.75mm 10mm
1.18 2.36mm 4.75mm
600mic
300mic
150mic

21. AGGREGATE SIEVE ANALYSIS
IS 2386 PART I / IS 383
REPORT NO. VEHICLE NO. WEIGHT 2567
PROJECT IREO MIXED USED PROJECT TESTING DATE
SOURCE /
LOCATION
SAMPLE
DESCRIPTION
M-SAND
IS SIEVE SIZE
(in mm)
WT.
RETAINED (g)
CUM. WT.
RETAINED (g)
% RETAINED
% CUM
RETAINE
D
% PASSING
ZONE II
LIMITS
10 MM 0 0 0 0 100 100
4.75 MM 90 90 3.5 3.5 96.5 90-100
2.36 MM 190 280 7.4 10.9 89.1 75-100
1.18 MM 775 1055 30.21 41.11 58.89 55-90
600 MIC 592 1648 23.08 64.19 35.81 35-59
300 MIC 185 1832 7.19 71.38 28.62 .8-30
150 MIC 260 2092 10.12 81.5 18.5 0-20
PAN 475 2567

22. AGGREGATE SIEVE ANALYSIS
IS 2386 PART I / IS 383
REPORT NO.
VEHICLE
NO.
WEIGHT
3000
PROJECT IREO MIXED USED PROJECT TESTING DATE
SOURCE /
LOCATION
SAMPLE
DESCRIPTIO
N
10 mm
IS SIEVE
SIZE (in mm)
WT.
RETAINED
(g)
CUM. WT.
RETAINED
(g)
% RETAINED
% CUM
RETAIN
ED
% PASSING
ZONE II
LIMITS
12.5 MM 0 0 0 0 100 100
10 MM 256 256 8.53 8.53 91.47 85-100
4.75 MM 2159 2415 71.96 80.49 19.51 0-20
2.36 MM
477 2892 15.9 96.39 3.61 0-5
PAN
108
3000

23. AGGREGATE SIEVE ANALYSIS
IS 2386 PART I / IS 383
REPORT NO. VEHICLE NO. WEIGHT 2968
PROJECT IREO MIXED USED PROJECT TESTING DATE
SOURCE/
LOCATION
SAMPLE
DESCRIPTION
20 mm
IS SIEVE SIZE
(in mm)
WT.
RETAINED (g)
CUM. WT.
RETAINED (g)
% RETAINED
% CUM
RETAINE
D
% PASSING
ZONE II
LIMITS
40 MM 0 0 0 0 100 100
20 MM 222 222 7.63 7.63 92.37 85-100
10 MM 2155 2377 74.15 81.78 18.22 0-20
4.75 MM 404 2781 13.90 95.68 4.32 0-5
PAN 125 2906 4.30

24. • AGGREGATE IMPACT VALUE
This test is done to determine the aggregate
impact value of coarse aggregates as per IS:
2386 (Part IV) -1963.
• The apparatus used for determining aggregate
impact value of coarse aggregates is
Impact testing machine conforming to IS: 2386
(Part IV)- 1963,IS Sieves of sizes – 12.5mm,
10mm and 2.36mm, A cylindrical metal
measure of 75mm dia. and 50mm depth, A
tamping rod of 10mm circular cross
section and 230mm length, rounded at one end
and Oven.
TEST ON AGGREGATES

25. DESCRIPTION SAMPLE
1
SAMPLE
2
Total Wt. of oven dry sample passing
12.5mm sieve and retaining 10mm sieve (w1)
gms.
352 350
Wt. of aggregate passing 2.36 Is sieve (w2)
gms.
50 46
Wt. aggregate impact value (w2/w1)* 100% 302 304
Average Impact value
(sample1+sample2)/2 %
13.63
AGGREGATE IMPACTVALUE

26. • Slump is measurement of concrete’s workability
,fluidity.
• It’s an indirect measurement of concrete Stiffness.
APPARATUS
• Top diameter of metallic mould 100mm
• bottom diameter of metallic mould 200mm
• Height of cone 300mm
• Thickness of sheet 1.60mm
• Diameter of Tamping rod 16mm and height of
tamping
rod 600mm.
SLUMP TEST

27. • The internal surface of the mould is thoroughly cleaned and freed from
superfluous moisture and adherence of any old set concrete before commencing
the test.
• The mould is placed on a smooth, horizontal and non-
absorbent surface.
• The mould is filled with concrete 4 equal layers.
each layer is tamped with 25 strokes of tamping rod.
PROCEDURE

28. Standard length of bar =12m
Weight of meter = D2/162 kg/m
DAIMETER OF BAR(mm) WEIGHT OF BAR (Kg/m)
8mm 0.395
10mm 0.617
12mm 0.888
16mm 1.580
20mm 2.469
25mm 3.858
32mm 6.320
WEIGHT OF STEEL BAR

29. SIZE OF BLOCK = 625*250*200
= 0.625*0.25*0.2
= 0.0315m3
 No. of blocks in 1m3 = 1/0.0315
= 32 Block
Compressive strength = 35Kg/cm2
Dry density = 550-650 Kg/m3
Wet density = 750-850 Kg/m3
approximate
Magic Bond = 6mm layer
BLOCK

30. Steps of footing :-
Marking footing
Level mark
Level check soil
Filling
Bed ready
Compaction
PCC layout
Steel fixing /Footing shuttering
Casting footing
FOOTING WORK

33. Column is vertical structural
member.
It transmits the load from
roof slab and beam, including
its self weight to the
foundation.
COLUMN

34. Concrete is casted in two lifts
It should not be casted from
more than 5 feet high to avoid
concrete segregation
CASTING IN COLUMN

35. Horizontal member of a
structure.
Carries transverse load.
BEAM

36. CASTING OF BEAM

37. It is a flat horizontal surface.
It is supported by beam and
column.
It transfers load to the beam.
SLAB

38. Slab reinforcement includes straight
bar cranked bar
Extra tops near the supports
REINFORCEMENT IN SLAB

39. Slab
beam
column
Load transform

40. TYPES OF CONSTRUCTION MIN. COVER
FOOTING 50mm
BEAM 25mm
COLUMN 40mm
SLAB 25mm
STAIR CASE 25mm
RETAINING WALL 25mm
SHEAR WALL 25mm
CLEAR COVER TO MAIN REIFORCEMENT

41. BATCHING PLANT CONCRETE TRANSIT MIXER
EQUIIPMENTS USED

42. HYDRA CRANE CONCRETE PUMP

43. TOWER CRANEBENDING MACHINE

44. CONCLUSION
• It was a wonderful learning experience at IMP site (Shapoorji pallonji) from
25/06/2018 to 05/08/2018 .
• Grained basic knowledge in the field of construction.
• Learned an importance of proper communication between office and work site.
• Learned wise use of available resources.
• The training has revamped my confidence.
• Learn about safety requirments at site.
• I am happy that I choose civil engineering.