Industrial Training Report-1

AN INDUSTRIAL TRAINING REPORT – I

Done by

G.V.ROHIT
Reg. No.:1011010072

At

Simplex Infrastructures Ltd.
Brigade Plaza, Anand Rao circle,
Bengaluru, Karnataka.

Submitted to

Department of Civil Engineering
Faculty of Engineering and Technology
SRM University
(Under section 3 of UGC Act, 1956)
SRM Nagar, Kattankulathur – 603203
Kancheepuram Dist.

July 2012

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BONAFIDE CERTIFICATE

Certified that this Industrial Training Report – I is a work of
G.V.ROHIT (Reg.No.1011010072) who carried out the work at SIMPLEX
INFRASTRUCTURES LTD., Brigade Plaza, Anand rao circle, Bengaluru,
Karnataka.

Class In charge coordinator
(Mr. V R PRASATH KUMAR) (Mr. K S ANANDH)

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Acknowledgement

It is always a pleasure to remind the fine people
in the Engineering program for their sincere guidance I received to
uphold my practical as well as theoretical skills in engineering.

Firstly I would like to thank Dr.
C.Muthamizhchelvan (Director of E&T, SRM University) for
meticulously planning academic curriculum in such a way that
students are not only academically sound but also industry ready by
including such industrial training patterns.

I would also like to thanks Mr. V.R. Prasath
Kumar (Class In-charge) for the positive attitude he showed for my
work, always allowing me to question him and giving prompt replies
for my uncertainties in all the fields including educational, social and
managerial work.
I would also like to acknowledge and my
heartfelt gratitude to Mr.K.S.Anandh (coordinator) who continuously
supported me in every possible way, from initial advice to
encouragement till this date.

I express my immense pleasure and deep sense
of gratitude to Sri I.Nanajee (General Manager, CIVIL) and my guide
and solicitor to Mr.Srinivas (Planning) for spending his valuable time
with me and also helped me in completion of task.

Finally, I would also like to thanks Sri
Debabrata ray (Site- In charge), Mr.Srikanth (Asst.Manager) for
giving me this opportunity and guiding me during the course of the
training.

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CONTENTS

Chapter No Topic Page No.
1 Introduction 1

2 Details of the project
2.1 Site location 2
2.2 Site map 3
2.3 About the project 4

3 Details of study
3.1 Detail of structure 5-6
3.2 Process of laying a slab 7-8
3.3 Batching plant 8-10
3.4 QA/QC Lab 10-11
3.5 Process of laying of columns 11-13
3.6 Model flat 14-15
3.7 Amenities provided 16
3.8 Safety 17

4 Conclusions 18

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CHAPTER 1

INTRODUCTION

We have been assigned Hiranandini lake verandahs and Hiranandini hill crest
construction sites for field study by the company. These are part of HIRANDINI UPSCALE
TOWNSHIP, a 32 acred luxury residential project located in Begur village gracing hulimavu
lake , off the bannerghatta road in Bengaluru .These residential projects are a premium multi
storey residential towers developed by renoved developers HIRANANDINI.

The construction of the structures has been assigned to
SIMPLEX INFRASTRUCTURES LTD., Bengaluru.

The building has been designed by Architect HAFEEZ
CONTRACTOR, Mumbai and the structural consultants are MAHIMTURA
CONSULTANTS, the associate engineers are WSP CANTOR SEINUK, New York.

About Developer
Hiranandani is one of the largest real estate developers in the country
diversified into entertainment, healthcare, hospitality, retail and call centers. Hiranandani
Constructions are known to incorporate a fantastic balance of space management and natural
beauty in their Building Constructions. Some of the world renowned developments are
Hiranandani Gardens in Powai, Meadows and Estates in Thane.

COMPANY PROFILE:
Simplex infrastructures limited are one of the pioneers and a total solution
provider in infrastructure and construction ambit.
Been in business since 1924 and present in almost all the states and in middle east
It employs 8110 people and has capital equipments worth rupees 1296 crore in
FY10
Ranked 7th amongst top 10 infrastructure companies by “construction week”
Has present order book of over 12,000 cr rupees with over 150 site locations in
india and overseas.
The company reported a turnover of 4,500 cr rupees and PAT of 127 cr in FY10
The company commands a market capitalization of over 3,000 cr rupees.

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CHAPTER 2

DETAILS OF THE PROJECT

2.1SITE LOCATION:
The Hiranandini upscale project,Located off Bannerghatta Road, in a well
developed area replete with the best of social infrastructure, the project is accessible from
Electronic City, to major corporates like Infosys, Wipro, Dell, Siemens, 3M & HP, and the
country’s best educational institutions including IIM Bangalore, Sarala Birla Academy, Ryan
International School, in addition to large Multispecialty hospitals such as Wockhardt and
Apollo.

Figure 2.1 peripheral view of site location

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2.2SITE MAP :

Figure2.2 Arial view of hiranandini upscale project, bannerghatta(from left lake
verandahs, hill crest, club meadows)

Thoughtfully planned, secure, easily accessible, the highlights of the
development include panoramic vistas from large French decks, a plush club house, world-
class gourmet restaurants, exquisite landscaping and the best internal amenities. House of
Hiranandani has skills to nurture community, to connect people, to amplify the joys and
happiness of togetherness.

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2.3ABOUT THE PROJECT:
Hiranandini lake verandahs:

It is a classy project which redefines the style of living .This project gives rich detail
and fine finishes of interiors and exteriors exhibiting unique design and style. It is well
designed home with landscaped garden and panoramic views. It is 3BHK multi-storeyed
apartment for elite class, with varying sizes of 1660, 1826 and 2061sq ft .Each flat costs
ranging from 80lakh to 1.1crore rupees.

Figure 2.3 view of lake verandahs after completion

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CHAPTER 3

DETAILS OF FIELD STUDY

3.1DETAILS OF STRUCTURE:

1. The height of the structure is 99.5mts.
2. The structure consists of 2 wings (wing-A and wing-B).
3. Two wings are separated by an inaccessible partition wall in every floor throughout
the structure.
4. Each wing consists of 4 flats in each floor totalling 8 flats per floor.
5. The lake verandahs consist of 27 floors totalling 216 flats in them.
6. Apart from the 27 floors there are 2 subsurface floors designed for parking purpose.
7. These subsurface floors are well protected by retaining walls with height varying from
8-12m .
8. A stilt lobby level is also provided.
9. Each wing consists of 4 lift wells and 2 stair cases

Figure 3.1 a plan describing placement of lift wells and stair cases in wing-A

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Out of four 3BHK flats in every floor of a wing 1, 2 no.s Flats have area of
2061 sqft and 3no has1660 sqft and 4no.has 1826 sqft.

Figure 3.2 a typical floor plan of lake verandahs project

Figure3.3 a plan for flat no’s 1, 2 describing positioning of various rooms

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3.2PROCESS OF LAYING A SLAB:
In this all the sophisticated equipments are used to finish the work in easy and
simple method. The thickness of each slab is 20cm and between 2 wings a strip is not casted
immediately but casted after 25 days known as Expansion strip. The steel rods used in
construction are THERMAX STEEL from Germany.

Also shaft spaces are provided in slab for plumbing work

Figure 3.4, 3.5 views of shafts on and below the surface of the slab

Figure 3.6, 3.7 describes work of electrical conduting and cup locks support

After framing using shutter boards filmed with shuttering oil, electrical
conduting will be done, here cup locks are used to support the frame, and then concrete is
poured over the frame with the help of hydraulic jack and concrete pipes which are used to
pump the concrete from transit mixer to the place where slab has to be laid. To prevent
coagulation inside pipes, first a cream slurry cement paste has to be passed through pipes for
smooth flow of concrete

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Tower cranes are used to move the required material from one place to other in
site both vertically and horizontally. The tower cranes can with held the wind force up to
height of 30m, beyond which they need to be clamped to nearby column of building for
support.Each tower crane costs about Rs.95 lakhs

Figure3.8 view of the tower crane from the site office

3.3BATCHING PLANT:
M40 concrete mix is used here for the construction of structure. A separate batching plant is
present near the site for the construction of lake verandahs and hill crest structures.

Figure 3.9 batching plant with a transit mixer

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Figure 3.10, 3.11 describes the control panel and closer look to batching plant respectively.

A Transit mixer is used to transfer concrete from batching plant to the work site.It
carries around 7cubic mtr volume of concrete and takes about 15 min to load.

The main components of batching plant are

Control panel
Silos
Cement storage godown
Small tower crane for pushing ingredients into mix using trayThe batching plant
consists of silos which are used to store flyash and chemicals accelerators and
retarders.

M15 M20 M25 M30 M35 M40
KG KG KG KG KG KG
CA I 564 538 534 526 521 494
CA II 664 576 572 564 558 529
FA II 725 738 727 710 697 636
CEMENT 256 284 304 326 351 433
FLY ASH 76 82 88 94 101 126
WATER 180 180 175 180 170 180
CH. ADMIX .8-1.2 % .8-1.2% .8-1.2% .8-1.2% .8-1.2% .8-1.2%
W/B RATIO .54 .49 .44 .42 .37 .32

Table 3.1 A Table describing Mix Design Per Cubic Meter for various mix designs

14

The ingredients used in preparation of concrete are coarse aggregate I, II and
fine aggregate (pit sand, dead river sand),cement, fly ash, water ,chemical admixtures .The
W/B Ratio of M40 Mix is 0.32

The chemical admixtures used are MYK Save mix SP

3.4Q/A & Q/C LAB (Quality assurance &quality control lab):
In this lab the quality and strength of various building materials like cement, sand,
concrete, water, coarse aggregate are tested using various testing machines and apparatus like

vicat apparatus,
Compression testing machine
flakiness and elongation index gauges,
volume measuring jars
digital weighing scale(20kg max. and 2gm accuracy)
sample collecting trays
pycnometer

Figure 3.12, 3.13 describes view of QA/QC lab and frame work for concrete cubes for testing
respectively.

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Figure 3.14 describes the view of curing tank near qa/qc lab

3.5LAYING OF COLUMNS:

Figure 3.15 represents view of various columns from below ground surface

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Figure 3.16, 3.17 describes frame work for column concreting and tor rings respectively.

Columns are laid under utmost care. steel rods are firmly placed and these
are connected using different types of TOR RINGS with the help of binding wire. About 8
Tor rings are provided at spacing in every column. Basically tor rings are of different types
like rectangular, square type, triangular, trapezoidal used for connecting various amount of
steel rods.tie rod, ropes are used to place the shutters firmly around the column where the
concrete is to be laid. Once the shutter is firmly placed then the concrete is filled manually till
0.5 mtr in order to avoid HONEY COMBING. M40 grade concrete is used for laying
columns. The date on which concreting is done to a column is written on column so that care
has to be taken to cure it for 14 days

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Figure3.18 the checklist for column concreting

Prior to concreting of a column it should fulfil all the requirements of the
checklist for the column concreting ,it checks all the activities and should meet the
acceptance criteria after checking the report will be signed by Foreman, Site engineer and
Sector engineer before giving a nod to concreting

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3.6MODEL FLAT:

Figure3.19 a view of living room in model flat

A Model flat is constructed near to the construction site so that the buyers can have a
glance about their future house.

Figure3.20 a view of master bedroom in model flat

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Figure3.21 a view of study room in model flat

Figure3.22 a view of kitchen in model flat

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3.7AMENITIES PROVIDED IN LAKE VERANDAHS:
100% Power Backup
Children’s play area
Gymnasium
Marble flooring
Swimming pool
Club house
Vaastu shaastra
VRV central air-conditioning
Wooden flooring in master bedroom
Exquisitely landscaped gardens interspersed with water bodies, statues and children's
play areas.
Tree lined avenues and decorative iron railings set on natural stone compound wall.
Grand entrance hall and well decorated corridors on all lift lobbies.
High speed automatic lifts.
Ample parking space.
Modern fire fighting system.
CCTV in entrance lobbies for security.
Retail shopping.

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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3.8SAFETY:
The company has observed various safety norms as per ISO standards and A safety office is
present in the construction site. Various safety measures have been taken as shown below

Figure 3.23, 3.24 represents the view of safety nets tied around the building edges

Figure 3.25 the following items are provided as per ISO safety norms.

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CHAPTER 4

CONCLUSIONS

From the field study report, it is evident that the construction is going on full swing, but
from according to the project monitoring chart, the project is lagging behind the schedule for
a period of about 6 months.

As dated on 1st june2012 the construction for slab for 3th floor is going on and still
about 24 floors are to be constructed. The schedule to hand over the project is dated for
January, 2014 at the earliest.

To accomplish this task the work should be done in 2 batches of workforce throughout
the day and the developers should lend more financial support than present.

Gracing the Hulimavu Lake, this most happening realty destination for the elite will be
a self-sufficient and all encompassing community where its residents will prosper forever.

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Industrial Training Report-1

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