SUMMER INDUSTRIAL TRANING REPORT

i
SUMMER INDUSTRIAL TRANING REPORT
By
SURENDRA BABU YALAGALA
MBA-CEQS-A
A13567116085
SCHOOL OF CONSTRUCTION
RICS SBE
Amity University, Noida
May-July 2017

ii
DECLARTION
I, SURENDRA BABU YALAGALA bearing Registration Number A13567116085,a student
of MBA(Construction Economics and Quantity surveyor ), RICS School of Built
Environment I hereby Declare that Internship is done during the period of 20th May 2017 to
15th July 2017.This report is submitted to Professor AVANISH TANDON ,the works which
are assigned to me are solely done by me within time, which is mainly done for my Academic
purpose in the Organisation under the Mentorship of Mr.Naveent Bansal, Manager.
This Industrial Training was carried out for the award of Degree of MBA in Construction
Economics and Quantity surveyor. It is submitted in the partial fulfilment of the
prescribed syllabus of RICS School of Built Environment, Amity University for the
academic year 2016-2018. I certify that I have not copied the report from any other sources
and I assure that this report will not be shared to any other Institutions.
Place: Noida
Date: Signature

iv
ACKNOWLEDGEMENT
I would like to express my happiness by thanking everyone who involved in this summer
internship by guiding and helping me to gain knowledge and making this internship to
finish successfully.
I would like to express my gratefulness to my industry guide Mr. NAVNEENT BANSAL
General Manager for his extended support throughout this summer internship in
TERRA REALCON PRIVATE Limited which helped me to get knowledge in site and
office.
I specially thank all the in charges of each department Mr in TERRA ELEGANCE.
Infrastructure Limited for sharing their knowledge’s and process of their respective
departments, which helped me to gain some knowledge and enrich my skills.
I am very grateful to thank my industry guide Mr. AVANISH TANDON for being my
guide throughout this summer internship for guiding me through the correct path by his
suggestions and regular interactions which make me learn towards correct path and finish
my summer internship successfully.
I specially thank Mr. Nihar Nanyam and other faculty members for their support in the
internship programme.
I also wish to thank my parents for inspiring me towards the right platform.
I finally thank RICS SBE for providing me a platform to learn technical as well as
management skills by providing a summer intern programme which helps me a lot to
enrich and develop my skills which will surely useful for my final placements.

v
Faculty Guide Approval Page
This is to certify that SURENDRA BABU YALAGALA has conducted Industry Training
of 8 weeks in TERRA ELEGANCE at BHIWADI, RAJSTHAN under my guidance.
___________________
Faculty Guide Signature
(Mr. AVINASH TANDON)
ASS.PROFESSOR

vii
Table of Contents
Faculty Guide Approval Page....................................................................................................v
I. Introduction.............................................................................................................................2
I.I Duration.......................................................................................................................2
II.SCOPE OF WORK ................................................................................................................2
II.II. Nature of work.............................................................................................................2
WORKS UNDER GOING IN SITE......................................................................................3
III INTRODUCTION to Organisation.......................................................................................4
ORGANAIZATION STRUCTURE......................................................................................8
IV.INTRODUCTION TO THE PROJECT ...............................................................................9
IV.II. SITE PROGRESS ......................................................................................................10
IV.III.Projectlayout ..............................................................................................................11
V. Week wise tasks completed ................................................................................................13
VI. SEWAGE TREATMENT PLANT:...................................................................................17
VII. UNDERGROUND WATER TANK................................................................................22
IX.BEAMS...............................................................................................................................28
X. BILL OF QUANTITIES.....................................................................................................38
XI. The commercial building...................................................................................................39
XII. The podium.......................................................................................................................39
XIV.REFERNCES: - ...............................................................................................................40

2
I. Introduction
II.SCOPE OF WORK
The Scope for this 8-week duration Industrial training is to comprehend the working
of Infrastructure Company and to utilize the learning and abilities, the scope is mainly
concentrated on Execution department, Quality control, Safety, Plant and machinery and
store department.
II.II. Nature of work
Firstly, there was an induction programme with Mr. Navneent Bansal (General
manager) gave us brief about the company and site information, departments having in
the site.
Then I was assigned with execution departments consecutively where work was to be
executed on the site and will a chance to have a practical exposure of it.
Internship started on 22th May 2017 on Project under the guidance of Mr. Naveent
Bansal (General Manager).
The work assigned by the industrial guide was to me in office for quantity take off
different materials like cement, steel, concrete, tiles used in residential and commercial,
UGT, STP for 4 weeks.
Initially, I have been allotted in under the guidance of Mr. Tunir Sharma, 1 week I was
assigned to work is calculating concrete used in tower-A. Observing daily work going
on the site and checking of SOM (sanction of Material Book).
Then for 4 weeks I was assigned to work in planning department under the guidance
of Mr. Arun (Senior Executive Engineer) observing the construction of UGT,
PODIUM. where the work in MEP work and finishing work (painting. Railing)
comprises of Preparing DPR and WPR for the works happened in the site and

3
calculating and cross checking the bills. I was learning the role and procedures of
Quality control, Safety, Plant and machinery and store department like as what
kind of test they are taking to test the bricks in Quality control department and procedure
for intending materials in Store department and safety preferences they have adopted in
safety department.
Finally, I went through all the process involved in the projects through some were
already done. The practical applications which are necessary were understood with help
of senior engineers and some knowledge during site visits which were very basic by the
site engineers.
Improving the over skills, recalling theoretical concepts.
In TERRA REALCON PVT.LTD.I did training with the people of different departments
to gain overall knowledge and to know every aspect related to the project.
• To develop a broad understanding of services.
• To understand the levels related to the processes.
• To get information regarding the planning methodologies.
• To gain management skills used by the management team at site.
• Knowing all the methods of quality assurances and quality control of survey.
• Understanding the employee and labour relation.
• Knowing the market.
WORKS UNDER GOING IN SITE
• PODIUM (60% COMPLETED)
• MEP WORK in all Towers
• PAINTAING WORK
• RAILING WORK
• TILE WORK IN TOWERS and COMMERICIAL

4
• RCC WORK IN PARKING
• LIFT WORK
• FIRE FIGHTING
• ESS (Till now not started)
• Swimming pool (Till now not started)
III INTRODUCTION to Organisation
• The organization led by the visionaries Mr. Mahindra Arorra & Mr. sunil chutanil
in 1985, Terra group, engaged in development of high -end residential and
commercial projects has emerged as leading real estate company.
• The young dynamic Terra Group with over 25 years of experience in Real estate
industry by not just constructing building and villas by offering unique solution s
to customers.
• The organisation look forward to becoming a better part of the society first and
then becoming world’s best company.
• They give their main emphasis on employee satisfaction as they are the people
who made it possible for them.
• The group is driven by the spirit of excellence and professionalism. And it has the
passion and confidence of achieving its goals.
• The company uses environmental friendly measures and at the same time uses
harvesting measures to create best possible use of natural resources.
• Terra group has a charged, well-knit team of engineers, Architects, Interior
designers, Vaastu specialists, project planners and Administrators who have

5
expertise and hands on experience of developing villas, commercial & Housing
projects in Bhiwadi.
• The company has four premium residential projects in different stages of
construction in Bhiwadi, the new real estate hub of northern India.
• Terra gives promises to investors like your assets are protected due to uniqueness
and originality of terra group’s projects.
Terra Residential projects
• Terra Heritage
• Terra castle

6
• Terra Elegance
• Terra city
• Terra city-2
• Terra Greens
TERRACommercialprojects:
• Terra Elegance mart
• Terra castle plaza.
Project Scope of work
Making residential apartments and commercial which are technically sound
equipped with all the safety measures, considering all the environment aspects,
having basics amenities and having spacious area with green belt.

7
• Completion of project with no delays.
• Contract management.
• Work scheduling
• Material procurement
• Checking work on fixed time intervals,
• Getting approvals done,
• Material reconciliation.

8
ORGANAIZATION STRUCTURE
Client
Architect
Consultant
Deputy
General
Manager
Vendor
Contractor

9
IV.INTRODUCTION TO THE PROJECT
• This project entitled as TERRA ELEGANCE (Residential and commercial) at
Bhiwadi, Rajasthan, where the Owner is M/S ELEGANT INFRASTRUCTURE
PVT LTD.
• PROJECT ARCHITECTS: RASS -RE FRAMED ARCHITECTURA
SOLUTIONS.34 BOUGA IN VILLA MARG DLF PHASE 2 GURGRAM
(INFORAS 34@GMAIL.COM).
• PROJECT MANAGERS: GLOBAL C
ENKAY PLAZA, I BLOCK,PALAM VIHAR,GURGRAM.
WWWGLOBALCINC.IN/GLOBAL CINIC@GMAIL.COM
• The property is a venture of TERRA REALCON PVT LTD.
• Type of Development is Residential and Commercial Building.
• This project totally consists of 9 Towers (A-I), UGT, STP, ESS, PODIUM,
COMMERICIAL building, Parking facility, Swimming pool.
• Total project value is 100 crores.
• Duration of project is 42 months.
• Site Area is 7 Acres.

10
IV.II. SITE PROGRESS
• The major structural civil work in all towers completed and various finishing work
are under progress.
• Structural work for commercial block is also completed, finishing work in
progress.
• Civil work of UNDER GROUND WATER TANK, & SEWAGE TREATMENT
PLANT is also completed.

11
• Work of PODIUM is 70% completed.
• Sample flats are ready for customers.
• Clay bricks (I grade) are used in this project.
• OPC (43 grade) cement are used in this project.
• M20 & M25 grade, M35 for Piles concrete are used in this project.
• 2-Way pipe system are used in this project.
IV.III.Projectlayout

12
PROJECT FEATURES:
• Beautifully designed 2/3/4/ BHK Apartments.
• Podium parking concept
• Hi-tech security
• State of art club house
• Swimming pool and gymnasium
• Meditation lawn and jogging park.
• Multi-purpose hall and sit out area.

13
V. Week wise tasks completed
Week-1:- TASK
Knowing about Ethics of org, working culture, scope of work
• Knowing the work culture of organisation
• Study of drawings of tower -A
• Calculation of concrete quantity of tower-A
WEEK-2 TASK
To understand the process of foundation and RCC work and collection of
detailed information about STP and UGT.
• SITE VISIT
• Check and note down the progress of work going in site.
• Checking the asset lists of the MEP services in the all towers.

14
WEEK-3 TASK
Learning bar bending schedule with process.
• Calculation of BBS for tower B
• Data inputs for Asset condition surveys of CIVIL & MEP components
in towers.
WEEK-4 TASK
Material procurement and observation, learning the techniques are used in
tile working.
• Selection of materials techniques and analysis.
• Calculation of tiles.
• Site visiting of tiling, plastering, shuttering, brick work.
WEEK-5 TASK
To supervise the various execution work being carried out at site
• Supervision of bar bending of footing of podium ‘s column.
• Supervision of RCC work at lift space
• Supervision of RCC work at parking space

15
WEEK-6 TASK
To study the various documents and to supervise the execution part
• study the contract document.
• supervision of casting retaining wall in underground water tank.
• Supervision of tiling work in residential work.
• Inspection and quality check of finishing material.

16
WEEK-7 TASK
To supervision of the execution work at commercial building and calculation of tiles
in commercial building.
• To supervision of railing work and finishing work in commercial building.
• Calculation of tiles used in commercial building.
• Inspection and quality check of finishing work.
WEEK-8
TASK
Podium water proofing and checking of plumbing work completion in all towers.
• Podium water proofing external.
• Inspection of plumbing work in all towers.

17
VI. SEWAGE TREATMENT PLANT:
.
Sewage treatment plant is used for sewage treatment plant that is required for
sewage water cleaning application.
Generally different types of sewage treatment plants that we offer are available in
numerous configuration and sizes.
Sewage treatment plants are made by using the latest techniques at our highly
advanced manufacturing set up.
Types of STP Plant
• ASP
• FBBR
capacity:
• 10KLDSTP
• 50kld STP
• 100kld STP
• 150KLD STP
• 200KLD STP
• 300KLD STP
• 500 KLD STP
• 600KLD STP

18
Process of Sewage Treatment Plant
• The sewage shall be passed through the screen chamber to remove big and
floating particles from the sewage.
Bar screen shall be provided in the screen chamber.
• The screened sewage shall be collected in the collection tank/equalization tank.
• From there it shall be pumped to FLUIDIZED BED BIOREACTOR where
diffused aeration mechanism with the help of microorganisms BOD reduction
will done
• The over flow of fluidized bed bioreactor tank shall be settled in filter tank
• The sludge will be recirculated to the aeration tank to MLSS.
• The waste sludge will be sent to the sludge filtered to filter press for dewatering
and the dried sludge shall be disposed.
• The filter from the filter press water shall be let in to the collection tank.
• The overflow of from secondary tank is collected in to the collection tank.
• From the collection tank, the water pumped in to pressure sand filter and
activated carbon filter.
• The treated water shall be passed through hypo dosing disinfection system
• Then it shall be reused for flushing or gardening purpose.
Technical details of plant
• In Primary treatment, the following process
• M.s. bar screen
• Raw sewage pump
• Fine pore diffusers
• Fbbr media
• Air blowers
• Return sludge pumps
• Clarifier mechanism
• Sludge dewatering system
• Screw dump
• Secondary treatment the following process as
• Filter feed pump
• Ms pressure sand filter
• Ms activated carbon filter
• Ms water softener
• Chlorine dozer

19
IN SITE:
• Capcity-300 KLD
• COMPONENTS OF STP
• Equalization tank;(5800*5300*4000) mm
• Equalization thickness wall 300mm
• Fabrication tank;(4000*3250*4000) mm
• Fabrication tank 2(4000*3250*4000) mm
• Filter feed tank:( 4000*3500*4000) mm
• Treated water tank:(4000*3500*4000) mm
Raft foundation is used in sewage treatment plant.

21
BEAM
SL.NO DESCRIPTION LENGTH WIDTH HEIGHT NO VOLUME UNIT REMARKS
1 RB1 8 0.3 0.25 1 0.6 CUBIC.M
2 RB2 19.55 0.3 0.25 1 1.46625 CUBIC.M
3 RB3 7.05 0.3 0.25 1 0.52875 CUBIC.M
4 RB4 8.35 0.3 0.25 4 2.505 CUBIC.M
5 RB5 4.3 0.3 0.25 3 0.9675 CUBIC.M
STP FOUNDATION
1 C1 300 300 5800 7 3.654 cubic.m
WALL
1 RW1 9.1 0.4 5.6 2 40.768 CUBIC.M
2 RW1 27.85 0.4 5 1 55.7 CUBIC.M
3 RW3 4.05 0.3 4 5 24.3 CUBIC.M
4 RW3 18.05 0.3 4 1 21.66 CUBIC.M
5 RW4 4.3 0.3 4 2 10.32 CUBIC.M
6 RW2 27.85 0.35 5 1 48.7375 CUBIC.M
7 RW2 5.3 0.35 5 1 9.275 CUBIC.M

22
VII. UNDERGROUND WATER TANK
• UNDER GROUND WATER storage tanks are used for underground storage of
water, portable drinking water and rainwater.
• They are very commonly used all over the world for storage of water for various
domestic as well as industrial uses. A pump in normally attached to the connecting
line of the underground tank to get water in to the required area.
•
• To fill an overhead tank the first step is to install a pump machine at our towers,
with that we also need to have a water storage area.
• Generally, recommend storing the water at the underground of a house. that keeps
the water cold and it makes the water supply function easier to the overhead water
tank by the machine
• Once we switch on the pump the system collects water storage area and send it to
the water tank.

24
COLUMN
SL.N
O DESCRIPTION LENGTH
WIDT
H
HEIGH
T
N
O
VOLUM
E UNIT
REMARK
S
1 SC1 230 230 4455 4
0.9426
78 CUBIC.M
SLAB
SL.N
O DESCRIPTION
LENGT
H
WIDT
H
HEIGH
T NO
VOLU
ME UNIT
REMARK
S
1
MACHINE ROOM
SLAB 28050 4800 250 1 33.66
CUBIC.
M
2 FIRE SAFETY SLAB 4400 6000 250 2 13.2
CUBIC.
M
3
DOMESTIC TANK
SLAB 6000 5250 250 3 23.625
CUBIC.
M
In site:
• The underground water tank has been provided at the end of the society
• It has two domestic water tank of capacity 200kl each and two fire
tanks.
• It was also having a slump in it.
• When I joined the organisation only the PCC work of 200mm
thickness was done on the tank.
• Later till the end of my internship, the footing the retaining walls were
casted.
• I was assigned the task of super vision of the bar bending works and
casting of the raft and retaining walls.

25
VIII.COLUMNs
• IN SITE circular columns and square columns, double square columns are
present.
• The circular columns are less number of columns compared to square columns
• The circular columns are mostly used in the place of heavy load bearing because
the circular columns are aesthetically pleasing compared to square columns
The most advantage is square column is simpler (due to the straight sides) compared to
circular columns.
In square columns required less bars compared to circular columns.
FOUNDATION TO GROUND FLOOR
SNO DESCRIPTION LENGTH WIDTH HEIGHT NO VOLUME UNIT REMARKS
1 BC1 300 600 9650 10 17.37 CUBIC M
2 BC2 300 600 9650 6 10.422 CUBIC M
3 BC3 300 750 9650 4 8.685 CUBIC M
4 BC4 300 750 9650 14 30.3975 CUBIC M
5 BC5 300 750 9650 4 8.685 CUBIC M
6 BC6 300 830 9650 8 19.2228 CUBIC M

26
7 BC7 230 750 9650 2 3.32925 CUBIC M
8 BC8 230 750 9650 2 3.32925 CUBIC M
9 BC9 300 900 9650 2 5.211 CUBIC M
10 BC10 230 750 9650 8 13.317 CUBIC M
119.9688 CUBIC M
GROUND FLOOR TO 2nd FLOOR
SNO DESCRIPTION LENGTH WIDTH HEIGHT NO VOLUME
1 BC1 230 600 5800 10 8.004
2 BC2 230 600 5800 6 4.8024
3 BC3 230 750 5800 4 4.002
4 BC4 230 750 5800 14 14.007
5 BC5 230 750 5800 4 4.002
6 BC6 230 830 5800 8 8.85776
7 BC7 230 750 5800 2 2.001
8 BC8 230 750 5800 2 2.001
9 BC9 230 900 5800 2 2.4012
10 BC10 230 750 5800 8 8.004
58.08236
2nd FLOOR TO 6th FLOOR
1 BC1 230 600 11600 10 16.008 CUBIC M
2 BC2 230 600 11600 6 9.6048 CUBIC M
3 BC3 230 750 11600 4 8.004 CUBIC M
4 BC4 230 750 11600 14 28.014 CUBIC M
5 BC5 230 750 11600 4 8.004 CUBIC M
6 BC6 230 830 11600 8 17.71552 CUBIC M
7 BC7 230 750 11600 2 4.002 CUBIC M
8 BC8 230 750 11600 2 4.002 CUBIC M
9 BC9 230 900 11600 2 4.8024 CUBIC M
10 BC10 230 750 11600 8 16.008 CUBIC M
116.16472
6th FLOOR TO 10th FLOOR
1 BC1 230 600 11600 10 16.008 CUBIC M
2 BC2 230 600 11600 6 9.6048 CUBIC M

27
3 BC3 230 750 11600 4 8.004 CUBIC M
4 BC4 230 750 11600 14 28.014 CUBIC M
5 BC5 230 750 11600 4 8.004 CUBIC M
6 BC6 230 830 11600 8 17.71552 CUBIC M
7 BC7 230 750 11600 2 4.002 CUBIC M
8 BC8 230 750 11600 2 4.002 CUBIC M
9 BC9 230 900 11600 2 4.8024 CUBIC M
10 BC10 230 750 11600 8 16.008 CUBIC M
10th FLOOR TO UPPER ROOF
SNO DESCRIPTION LENGTH WIDTH HEIGHT NO VOLUME UNIT
1 BC1 230 600 11600 10 1.6008 cubic m
2 BC2 230 600 11600 6 0.96048 cubic m
3 BC3 230 750 11600 4 0.8004 cubic m
4 BC4 230 750 11600 14 2.8014 cubic m
5 BC5 230 750 11600 4 0.8004 cubic m
6 BC6 230 830 11600 8 1.771552 cubic m
7 BC7 230 750 11600 2 0.4002 cubic m
8 BC8 230 750 11600 2 0.4002 cubic m
9 BC9 230 900 11600 2 0.48024 cubic m
10 BC10 230 750 11600 8 1.6008 cubic m
11.616472
TERRACE COLUMNS
1 BC1 230 600 2850 10 3.933 CUBIC M
2 BC2 230 600 2850 6 2.3598 CUBIC M
3 BC3 230 750 2850 4 1.9665 CUBIC M
4 BC4 230 750 2850 14 6.88275 CUBIC M
5 BC5 230 750 2850 4 1.9665 CUBIC M
6 BC6 230 830 2850 8 4.35252 CUBIC M
7 BC7 230 750 2850 2 0.98325 CUBIC M
8 BC8 230 750 2850 2 0.98325 CUBIC M
9 BC9 230 900 2850 2 1.1799 CUBIC M

28
10 BC10 230 750 2850 8 3.933 CUBIC M
28.54047
TOTAL COLUMN CONCRETE VOLUME 450.537542 CUBIC.M
IX.BEAMS
• Generally, beams are connecting the columns. beams are two types they are
primary beam, secondary beam.
• Primary beams: A horizontal beams are connecting columns its function is transfer
the load from secondary beam (if present) to the columns.
• Secondary beam: A horizontal beam connecting primary beams (simply supported
or shear connected it function is transfer the load to the primary beam and not
directly connected to the columns.
• Tie beam: A horizontal beam connecting two rafters in a roof or roof truss its
function is beam will transfer the rafters load to the column of the structure. usually
used in roof truss.
Tie beam that ties the foundation at different level may be abbreviated as:

29
Plinth beam at plinth level
Ground beams at existing ground level.
Bar bending schedule:
Beam (25mm) cutting length: A+B+C-covers of both side
For beam hook = (beam depth-both sides)/2
For stirrups, the hook=4d
• For slab the rod, the crank length=l/5
• For beam, the bottom extra =l/6
• For slab the top extra expands up to l/3
• For beam the top extra bar expands up to l/3
• The column expands up to l/4 Where l denotes the actual length of the beam. It
considered as centre to centre of the beam.
Beam Bar Bending Schedule
S.
n
o
DESCRIPTION OF ITEM
D
I
A
N
O
S
TY
PE
Cutti
ng
Lengt
h
DIA OF BAR
S
8.00
10
.0
0
12.
00
16.0
0
20.
00
25.
00
1
GB14-16 ( 230x400) at
Grid G2-G7 at grid R
Bottom Bar
2
5 2 3 10.35
62.
1
2
0 1 3 10.37
31.
11
Top Bar
2
0 2 3 10.37
62.
22
top Extra
2
0 3 3 1.30
11.
7
2
0 3 6 2.17
39.
06
Ring
100 c/c 8
4
8 3 1.14
164.
16
200C/C 8
2
0 3 1.14 68.4
Spacer's
2
5 6 3 -0.26
-
4.6
8

30
2
GB-9,10,11,12,9*(
230x400) at Grid G7-G23
/GT
Bottom Bar
1
6 3 1 16.24
48.7
08
Top Bar
1
6 2 1 16.24
32.4
8
Top Extra
1
6 3 1 3.65
10.9
38
1
6 3 1 3.19
9.55
8
1
6 3 1 5.62
16.8
48
Bottom Extra
1
6 2 1 3.18
6.35
2
1
6 2 1 3.29
6.57
2
Lap Length
1
6 3 1 0.42
1.24
8
1
6 2 1 0.42 0.84
Ring
@100 c/c 8
8
0 1 1.14 91.2
@200C/C 8
3
5 1 1.14 39.9
3
GB4 ( 230x450) at Grid
G7-G9/GV
Bottom Bar
1
6 5 6 2.77
82.9
8
Top Bar
1
6 6 6 2.77
99.7
2
Ring @ 100 c/c 8
1
2 6 1.24
89.2
8
8
1
2 6 0.82
59.0
4
Spacer's
2
5 3 6 -0.22
-
3.9
6

31
4
GB2,GB3( 230x400)at
Grid G5-G7/GW
Bottom Bar
1
6 5 3 5.20
77.9
4
Top Bar
1
2 3 3 5.21
46.
908
top Extra
2
0 3 3 1.65
14.
85
1
6 3 3 0.77
6.94
8
Ring @ 100 c/c 8
3
2 3 1.14
109.
44
Ring @ 200 c/c 8 7 3 1.14
23.9
4
Spacer's
2
5 8 3 -0.22
-
5.2
8
5
GB2B (230x230)at
GridG5-G6/GV
Bottom Bar
1
6 2 6 1.70
20.3
52
Top Bar
1
2 2 6 1.71
20.
544
Ring @ 80 c/c 8
2
1 6 0.84
105.
84
6
GB8( 230x400) at Grid
G5 -G6/GV
Bottom Bar
2
0 3 4 2.13
25.
56
Top Bar
2
0 3 4 2.13
25.
56
Ring @ 150 c/c 8
1
1 4 1.14
50.1
6
7
GB1 &1A ( 230X400) at
Grid G3-G5/GX
Bottom Bar
2
0 3 6 3.45
62.
1
Top Bar
1
2 2 6 3.48
41.
784

32
Top Extra
1
6 4 6 0.64
15.2
64
2
0 2 6 0.62
7.4
4
Ring @ 100 c/c 8
1
6 6 1.14
109.
44
@200 8 7 6 0.67
28.2
66
8
GB7-GB6A ( 230x400)
at Grid G1-G5/GU
Bottom Bar
2
0 3 4 7.19
86.
28
1
6 2 4 7.21
57.6
48
Top Bar
2
0 2 4 7.19
57.
52
top Extra bar
1
6 4 4 0.84
13.3
76
2
0 2 4 4.16
33.
28
1
6 2 4 4.18
33.4
08
Ring @ 100 c/c 8
3
2 4 1.14
145.
92
Ring @ 200 c/c 8
1
6 4 1.14
72.9
6
Spacer's
2
5 2 4 -0.22
-
1.7
6
9
GB13 ( 230x230) at grid
G1-G2 at GS
Bottom Bar
1
6 3 6 1.58
28.3
68
Top Bar
1
6 3 6 1.59
28.5
48
Ring @ 80 c/c 8
2
0 6 0.82 98.4
Spacer's
2
5 2 6 -0.22
-
2.6
4
1
0
GB37,38,39 (230x400) at
Grid GL - GT at G9

33
Bottom Bar
2
0 3 1 6.68
20.
04
Top Bar
1
6 3 1 6.70
20.0
88
Top Extra
2
0 3 1 2.20 6.6
2
0 3 1 3.17
9.5
1
Bottom Extra
1
6 2 1 6.19
12.3
72
Ring @ 100 c/c 8
3
2 1 1.14
36.4
8
Ring @ 200 c/c 8
1
7 1 1.14
19.3
8
Spacer's
2
5 3 1 -0.22
-
0.6
6
1
1
GB36 (230X400)at Grid
GT-GV/G9
Bottom Bar
2
0 4 2 3.43
27.
44
Top Bar
2
0 4 2 3.43
27.
44
Ring @ 150 c/c 8
2
0 2 1.14 45.6
1
2
GB27 (230X400) at Grid
GP to GT/G7
Bottom Bar
2
0 2 4 3.68
29.
44
2
5 1 4 3.66
14.
64
Top Bar
1
6 2 4 3.70
29.5
68
Ring @ 100 c/c 8
1
6 4 1.14
72.9
6
Ring @ 200 c/c 8 9 4 1.14
41.0
4
1
3
GB26 (230X400)Grid GT-
GW/G7

34
Bottom Bar
2
0 2 6 4.60
55.
2
Top Bar
1
6 2 6 4.64
55.6
32
Ring @ 100 c/c 8
1
6 6 1.14
109.
44
Ring @ 200 c/c 8
1
3 6 1.14
88.9
2
1
4 GB28 Grid at GU-GW/G6
Bottom Bar
2
0 2 6 3.47
41.
64
2
5 1 6 3.07
18.
42
Top Bar
1
6 6 6 3.49
125.
496
Ring @ 100 c/c 8
1
6 6 1.14
109.
44
Ring @ 200 c/c 8 8 6 1.14
52.1
43
1
5
GB30 (230X400) Grid
GR-GV/G4
Bottom Bar
1
6 3 6 3.84
69.0
48
Top Bar
1
2 2 6 3.85
46.
224
Ring @ 120 c/c 8
4
4 6 0.80
210.
6
1
6
GB34 (230X400)Grid GR-
GU/G2
Bottom Bar
1
6 2 4 3.84
30.6
88
Top Bar
1
2 2 4 3.85
30.
816
Top Extra
1
6 3 4 0.94
11.2
32
Ring @ 100 c/c 8
1
6 4 1.14
72.9
6

35
@200 C/C 8
1
0 4 1.14 45.6
1
7
GB33A (230x600) Grid
GS to GU/G1
Bottom Bar
2
0 4 4 2.95
47.
2
Top Bar
2
0 5 4 2.95 59
Ring @ 150 c/c 8
1
9 4 1.54
116.
134
1
8
GB35A (230X600)Grid
GU-GX/G3
Bottom Bar
2
0 3 7 4.42
92.
82
Top Bar
1
6 2 7 4.44
62.1
04
Top Extra
1
6 4 7 1.34
37.4
08
1
6 4 7 0.76
21.1
68
Ring @ 100 c/c 8
2
4 7 1.54
258.
72
Ring @ 200 c/c 8 7 7 1.54
72.8
14
1
9
GB35 (230X400)Grid GU-
GX/G29
Bottom Bar
2
0 2 3 4.42
26.
52
Top Bar
1
6 2 3 4.44
26.6
16
Top Extra
1
6 3 3 0.76
6.80
4
1
6 3 3 1.34
12.0
24
Ring @ 100 c/c 8
2
4 3 1.14
82.0
8
Ring @ 200 c/c 8 7 3 1.14 23.1

36
2
0
GB29 (230X400)Grid GU-
GX/G5
Bottom Bar
2
0 3 2 4.64
27.
84
Top Bar
1
6 2 2 4.66
18.6
24
Top Extra
1
6 4 2 1.21
9.64
8
1
6 4 2 1.21 9.68
Ring @ 100 c/c 8
1
6 2 1.14
36.4
8
Ring @ 200 c/c 8
1
2 2 1.14
27.3
6
2
1
GB 47-48 (230X400)Grid
GK-GR/G16
Bottom Bar
2
0 2 1 6.61
13.
22
1
6 2 1 6.63
Top Bar
1
6 2 1 6.63
13.2
6
Top Extra
1
6 4 1 1.47
5.86
4
1
6 4 1 1.94
7.74
4
Ring @ 100 c/c 8
3
2 1 1.14
36.4
8
Ring @ 200 c/c 8
1
4 1 1.14
15.9
6
2
2
GB 42-43 (230X400)Grid
GN-GT/G14
Bottom Bar
1
6 3 1 5.21
15.6
18
Top Bar
1
6 2 1 5.21
10.4
2

37
Top Extra
1
6 2 1 0.92
1.83
2
2
0 2 1 0.88
1.7
6
1
6 2 1 1.63
3.25
2
2
0 2 1 1.59
3.1
8
Ring @ 100 c/c 8
1
6 1 1.14
18.2
4
Ring @ 150 c/c 8 3 1 1.14 3.42
Ring @ 200 c/c 8 9 1 1.14
10.2
6
Total Cutting
Length in Meter's
286
1.95
7
0.
00
0
186
.27
6
121
4.28
6
945
.53
0
76.
18
0
Weight in One
meter Steel
0.39
5
0.
61
7
0.8
88
1.57
8
2.4
66
3.8
53
Total Weight In
M.T
1.12
9
0.
00
0
0.1
65
1.91
7
2.3
32
0.2
94
5.8
36
Total Steel Weight of slab and beam in M.T
4.88
4
0.
74
3
0.1
65
1.91
7
2.3
32
0.2
94
10.
33
4

38
X. BILL OF QUANTITIES
• To understand the bill of quantities and checking of different vendor bills for
awarding the tender.
• Our guide explains the stages of tendering process and Bid submission.
• We study the BOQ of plumbing work for external water supply.
• While studying of BOQ we must understand of every word description of items,
unit, quantity rate, rate after discount, amount tally.

39
XI. The commercial building
A commercial building(g+3) has been provided in this
project. When I joined the organisation, it was completed the
civil structural later finishing and tiling work, railing work,
lift work in progress. The area of the commercial building is
about 1800sq.m. I was assigned the task of supervision of
finishing works like painting, tiling etc...
XII. The podium
Podium parking is provided in the project. when I joined the organisation 50% completed
later during this eight weeks columns and shuttering work is done for the remaining work.
During the column preparation, I was assigned the supervision of concreting work and
shuttering work.

40
XIII.LEARNINGS:
During this internship period, I came to learn about the
various process of work being carried out at side and
the office and document works done at the site office.
some of the learnings are: -
• Learned about how the quantity take off different
materials like concrete, steel, tiles, cement, bricks
with the help of drawings by manually and in excel.
• Learnt about the methods and process of layout work
of retaining walls and columns.
• Learnt about the typical drawings can be studied.
• Learnt about how the bar bending is done and the
miscellaneous works attached to it.
• Learnt about the quality tests being done at site.
• Learnt about the Bill of quantities study and rates
assigned to work.
• Learn about the process and function of UGT & STP.
• Learnt about the various finishing works.
• Learnt about the proper utilisation of resources and
labour and machines.
XIV.REFERNCES: -
• https://www.TERRA-REALCON.
• https://www.terragroup.co.in/terra-elegance.html
• https://globalconsultant.co.in/

SUMMER INDUSTRIAL TRANING REPORT

Recommended

Recommended

More Related Content

Similar to SUMMER INDUSTRIAL TRANING REPORT

Similar to SUMMER INDUSTRIAL TRANING REPORT (20)

Recently uploaded

Recently uploaded (20)

SUMMER INDUSTRIAL TRANING REPORT