ST - Mary'S Polytechnic College, Palakkad: (November 2019)

ST.
MARY’S POLYTECHNIC COLLEGE, PALAKKAD

(Under The Patronage of Diocese of Palakkad)
Approved by AICTE and affiliated to DTE, Kerala
DEPARTMENT OF CIVIL ENGINEERING

REPORT
ON
INDUSTRIAL TRAINING
AT
UBS VILLAS
(November 2019)
Presented By
GROUP4
Name: AKSHAY VS Reg no:17011521

JEESPAUL 17011539
NIKHIL S 17011553
NANDHU LAL 17011552
SHIDHIN LORANCE 17011564
ST.MARY’S POLYTECHNIC COLLEGE, PALAKKAD
(Under The Patronage of Diocese Palakkad)
Approved by AICTE and affiliated to DTE Kerala
DEPARTMENT OF CIVIL ENGINEERING
CERTIFICATE
This is to certify that the Seminar Report is the bonafide work done by ABC (REG NO:
********) of Fifth semester Civil Engineering, in partial fulfilment of the requirement for the
award of Diploma in Engineering course under DTE Kerala during the course period 2017-
2020.
Faculty in-charge Head of Section

Mrs Elvin Jacob Mrs Betsy M V
Internal Examiner External Examiner
Date …………...
Place …………..
GROUP MEMBERS
Name Reg No.

AKSHAY VS 17011521
JEESPAUL 17011539
NIKHIL S 17011553
NANDHU LAL 17011552
SHIDHIN LORANCE 17011564
ACKNOWLEDGEMENT
I am glad to present my Industrial Visit Report which was prepared as a part of my Diploma programme in
Civil Engineering. With profound sense of indebtedness, I use this opportunity to express my sincere thanks
to our beloved principal Mr. Raimon Francis for all the help and guidance rendered during the preparation of
Industrial Visit Report. I express my sincere gratitude to Mrs Betsy M V (Head of Section, Civil Engineering)
for his healthy cooperation, constant encouragement and inspiration. I wish to extend my thanks to my guide,
Mrs Elvin Jacob (Lecturer in Civil Engineering) for his kind interest, valuable guidance and support rendered.
Last but not the least I extend my sincere thanks to UBS VILLAS, at Vadakkenchery and specially
Mr.Sudheesh (Assistant Executive Engineer) and Mr.Bineesh M (Assistant Engineer) for their help and
support.
ABSTRACT
At UBS villas, Vadakkumchery we attended the constructions for villas. Villas are simple of luxury
sophistication and an exclusive lifestyle. Most villa communities are lush with high end amenities and
facilities. Most vill communities come with beautiful and serene landscaped areas,dedicated play areas and
other natural recreational spaces giving one the opportunity to thruve amidst the goodness of nature.
CONTENTS
NO CHAPTER PAGE
NO
1 INTRODUCTION
2 SITE DETAILS
2.1 Site location
2.2 Company profile
2.3 Work details
3 DAILY WORK LOG
4 TECHNICAL CONTENTS
4.1 Details of structure
4.2 QA/QC lab
4.3 Safety at site
4.4 Process
4.5
4.6
5 CONCLUSION
CHAPTER 1: INTRODUCTION
The practical experiences are improvised for students to discover the working environment.The Industrial
visit really exposes students to industry based skills student of tertiary institution the opportunity of being
familiarized and exposed to the needed experienced in handling the skills in the field of construction which
are usually not available in the educational institutions.we have assigned UBS VILLAS
We have great fortune to visit the sites which is not usually possible.The project was 100 Vllas
contstrution which is situated at the vadakkachery and the estimated cost is 74.45 core.Finally we also had
a chance to watch the prepration of hollow bricks at the site this report gives the summary of the work
experience and the knowledge we acquired during 10 days training period.
CHAPTER 2: SITE DETAILS
2.1 Site location
Site Location:https://goo.gl/maps/u8x4wA9WQqhxYhTE9
2.2 Company profile
 ADDRESS
UBS VILLAS, UBS CITY, Ayakkad P.O, Vadakkencherry, Palakkad ,
 PHONE
9447576633
Include organisation chart of company

2.3 Work details
CHAPTER 3: DAILY WORK LOG
Date Activities
20/5/2019 Foundation
21/5/2019 Shutter work
22/5/2019 Cement mixing
23/5/2019 Tile work
24/5/2019 Preprosion of hollow bricks
25/5/2019 Tenstioning of girder
27/5/2019 Wall and roof work
28/5/2019 Door and window works
29/5/2019 Floor work
30/5/2019 Tile mesurements

CHAPTER 4: TECHNICAL CONTENTS
4.1 DETAILS OF STRUCTURE

1. Pile cap: • Formation of pile- pile cap= R.L of existing ground level-cut off level Pile cap is
formed by combination of pile and then binding the steel followed by shuttering • Dimension of pile
caps- for P1 to P15: length= 16m, breadth=5.2m, height=1.8m for P16 to P19: length= 12.4m, breadth=
5.2m, height= 1.8m for P21, P23, P24, P26, P27, P29, P30, P32, P33, P21A, P20A, P23A, P20
length=breadth= 5.2m, height=1.8m for P22,P25, P28, P28, P31, P22A length= 8.8m, breadth= 5.2m,
height= 1.8m After piling completion, soil is excavated for construction of pile cap. For proper pile cap
P.C.C. Is provided for separation from mud. At site 75mm thick PCC is carried out for control over
seepage.
2. Reinforcement steel in Pile cap • Grade of concrete used M35 S.no. BARS 1. 20mm
@140mm c/c 2. 16mm @140mm c/c 3. 32mm @90mm c/c 4. 32mm @180mm c/c 5. 16mm @180mm
c/c
3. PIER SHAFT A pier shaft is a raised structure provided mostly at the centre of the pile cap
which supports the structure and transfer the several types of load to the foundation. DIMENSION
OF THE SHAFT: length= 2m, breadth= 2m, height= and length= 1.5m, breadth= 1.5m, height=
REINFORCEMENTS IN SHAFT: S.no. BARS 1. 4 sides 17 NOS. 32mm 2. 4 sides 10mm @100
c/c 3. 4 sides 10mm @200 c/c 4. 16mm @100 c/c 5. 12mm @200 c/c 6. Links 10mm @200 c/c
4. PIER CAP- Pier caps are the topmost structure of the substructure. Above these the superstructures
(segments & girders) are placed. DIMENSIONS OF PIER CAPS: For P1 to P14: Length= 6m,
Breadth= 3.3m For P23, P26, P29, P32, P33, P20A : Length= 5.4m, Breadth= 2.8m For P21, P24,
P27, P30, P31, P21A : Length= 5.4m, Breadth= 1.9m For P15, P19 : Length= 11.4m, Breadth= 2.8m
For P16 to P18 : Length= 11.4m, Breadth= 2.4m GRADE OF CONCRETE FOR CASTING M 35
Except pier 17 ,where M 40 is used.
5. REINFORCEMENT USED IN PIER CAPS.no. BARS 1. 12mm @150 c/c 2. 25 nos.
32mm ,top bar 3. 2*5 16mm 4. 12mm @150mm c/c, LV bar 5. 17 nos. 20mm, hunch bar 6. 25mm
@125 c/c, Loop 7. 5 nos. 16mm @125mm c/c, Ring 8. 3 nos. 16mm @200mm c/c, Ring 9. 12mm
@150mm c/c, bottom bar 10. 24 nos. 20mm @435 c/c in four layers, 6 in each layer
6. BEARINGS, PEDESTALS, SEISMIC STOPPERS After the accumulation of all the
reinforcements in pier cap a surface is formed over which Bearings, Pedestals and Seismic stoppers
are provided as per the design. Seismic stopper: The current designs of seismically designs as a
second line of defence. These structures allow development of in-service moments of the deck,
without transmitting loads on pier and foundation, while during earthquake they resist the entire
seismic action. Height of stopper= 1.2m LV bars are used of 400mm & 700mm ,16mm dia.
4.2 LAB DETAILS

1.SLUMP TEST
Concrete slump test is to determine the workability or consistency of concrete mix prepared at the
Laboratory or the construction site during the progress of the work.Concrete slump test is carried
Out from batch to batch to check the uniform quality of concrete during construction.
2. COMPACTION FACTOR TEST

Compaction factor test is the workability test for concrete conducted in laboratory. The
compaction factor is the ratio of weights of partially compacted to fully compacted concrete. It was
developed by Road Research Laboratory in United Kingdom and is used to determine the
workability of concrete
The compaction factor test is used for concrete which have low workability for which
slump test is not suitable.
4.3 SAFETY AT SITE

Personal protective equipment (PPE) are supplied to all the personnel’s working on site and
even for the personal who are temporary visiting to the site
Personal protective equipment (PPE) can be classified as:
o Minimum Personal protective equipment (PPE)
o Additional Personal protective equipment (PPE)
4.4 PROCESS
The construction process is also a lot faster because of the introduction of a multitude of different heavy
construction equipment.Many stages involved in the construction of a flyover.we were reached on the
second stage of the process which includes
CONCLUSION
The main aim of studies within this project was to investigate how a flyover is constructed within the desired
properties.We get knowledge about the basic and advanced techniques of flyover construction as well as saw
the challenges which a civil engineer have to face during construction i.e. labour problems,cost
management,envitomental challenges etc.We cleared our many doubts regarding flyover construction.
During the period of 14 days the company staff helped us a lot to provide all the information about the project.So we
are grateful to all staff of MARY MATHA CONSTRUCTION COMPANY.As well as we are so thankful to
our Civil engineers for their kind support.

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ST.

MARY’S POLYTECHNIC COLLEGE, PALAKKAD

DEPARTMENT OF CIVIL ENGINEERING

Name: AKSHAY VS Reg no:17011521

DEPARTMENT OF CIVIL ENGINEERING

Faculty in-charge Head of Section

Internal Examiner External Examiner

Name Reg No.

2.1 Site location

2.2 Company profile

2.3 Work details

3 DAILY WORK LOG

4.1 Details of structure

4.2 QA/QC lab

4.3 Safety at site

2.1 Site location

2.2 Company profile

Include organisation chart of company

22/5/2019 Cement mixing

23/5/2019 Tile work

24/5/2019 Preprosion of hollow bricks

25/5/2019 Tenstioning of girder

27/5/2019 Wall and roof work

28/5/2019 Door and window works

29/5/2019 Floor work

30/5/2019 Tile mesurements

4.1 DETAILS OF STRUCTURE

4.2 LAB DETAILS

2. COMPACTION FACTOR TEST

4.3 SAFETY AT SITE

o Minimum Personal protective equipment (PPE)

o Additional Personal protective equipment (PPE)

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