To get exposure of the process Mivan technology and the Raft Foundation
To learn about basic technical skills required during construction
To improve soft skills like communication and teamwork at the workplace.
Summary of internship
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internship review .pdf
1. INTERNSHIP
REVIEW
Presenting by : Payal S. Inamdar
(121M1A004)
Under the guidance : Mrs. S. S. Motegaonkar
PIMPRI CHINCHWAD COLLEGE OF ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
SYMTech. Construction Management 2022-2023
Semester III : (MCI3708)
Review II
3. CONTENTS
• Objectives
• Details of internship
• Safety induction
• Overview of site
• Mivan technology
• Block work
• Waterproofing
• Gypsum work
• Post tension slab
• Footing
• Safety mock drill
• Quality inspection
• Dye prestation test
• Work method statement
4. OBJECTIVES OF INTERNSHIP
To get exposer of the process Mivan technology and Raft
Foundation
To learn about basic technical skills required during construction
To improve soft skills like communication and teamwork at the
workplace.
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5. DETAILS OF INTERNSHIP
Name of Company (Developer):-
Shapoorji Pallonji & Company Private
Limited.
Name of Client:- Joyville Shapoorji Housing Private
Limited.
Address: Joyville Shapoorji Housing Pvt. Ltd Off Maan Village
…………Road, near phase 1, Hinjwadi,Pune, Maharashtra 411057
Duration: Joining Date- 10/10/2022
End Date – 12/1/2023
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6. SAFETY INDUCTION
• Guidelines provided
• Look out the movie of 1hr 45 min (Health safety factor)
• PPE kit provide
• Interaction Session
• Overview about the company
• IGBC Gold rated plot 1
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7. OVERVIEW OF SITE :
• Site Location : Joyville Shapoorji Pallonji,
Hinjewadi , Phase 1.
• Project: Residential Building.
• Total 9 tower G+22
• Total area 10.5 acres
• Plate area 6100 Sq.ft each tower
• Total Built up area 12.6 lac Sq.ft
• Built up area 1.4 lac Sq.ft each tower
• Total flats 1158
MASTER PLAN
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14. ALIGNMENT INSPECTION
ALIGNMENT CHECK & LEVELLING OF
FLOOR
Alignment of shuttering offset is
check as 295mm from wall
deducting plate size of 5 mm
SLAB LEVEL CHECKING USE OF
AUTO LEVEL
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15. Test Conducted on Site
Free flow Test
500mm
Compressive strength test
M40
7 day test
weight-8.965 kg
Load-735 kN
32.66 Mpa
`
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16. BLOCK WORK
TOWER C 18TH floor
• Concrete block 300x150x200 mm
• Autoclaved aerated concrete 600x200x125 mm
• Coping 120mm thickness,10 diameter bars, M20
• 1.2m work is done for 1st day
• Labour productivity mason cover 120 block per day
(2 walls)
• Ultratech fix block joint fixer is used to mortar 3mm
• 120mm thickness GP2 chemical
Membrane Damp Proof Course
150 height
140 width
1:1.5:3 and 2% impermo
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17. WATER PROOFING
7.POST
PONDING
3. DAMPNESS
5. FIBER MESH
1. SURFACE
PREPARATION
READY FOR NEXT STEP
2.PRE PONDING
6.CHEMICAL COMPOUND
APPLICATION
8.SCREEDING
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4. REPAIRING THE
SLAB
18. WATER PROOFING SUPERVISORY
SHEET
▪ According to the instructions of Planner
Mr. Verma Sir, a waterproofing Checklist
sheet for the B Tower's eight initial floors
was scheduled to be finished every week.
▪ The results of each action had to be
documented on a sheet together with the
precise reasons why it hadn't been
finished, and each activity had to be
monitored in accordance with the
important observations.
▪ Following three earlier inspections, all
work on the fifth level of the
waterproofing facility was recently
completed, except for the balconies.
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19. GYPSUM WORK
Bonded Chemical
applied before
gypsum work to
make surface rough
Gypsum application
12mm
Alignment is checked from wall at
493mm distance and with respect
to that gypsum pad of 8 mm as
sample is applied on wall
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20. GYPSUM PULL OUT TEST
ASTM D7234 PART 12
DOLLY FIXED
COHESIVE FAILURE
TOOL KIT
RECORD SHEET
FORCE APPLIED
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21. POST TENSIONED SLAB
POST
TENSIONED
SLAB
PODIUM LEVEL NON TOWER
• Checklist
a. Duct (2s,4s)
1. Vertical Duct ,Horizontal Duct,
Spacing.
b. Hoist Pipe
c. Casting Head
d. Profile Check (175,210,250,220,160)
• Concerting
a. Thickness 325mm
b. Grade M45
c. 210 cubic meter
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22. THE GREY
COLOUR AREA
WHERE PT SLAB
IS CONSTRUCTED
STRESSING NOZZLE
ATTACHED TO TENDON
BELOW THE SLAB VIEW
GROUTING
THE GREEN OUTLET PIPE
WHERE THE GROUTING IS
DONE
STRESSING LOAD
IS GIVEN FOR
8mm BAR 210 kN
12mm BAR 320 kN
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23. FOOTING WORK
1. Plane surface 2. Excavation
earthwork
4. Plum concrete
5. Footing reinforcement
8. Starter for
column
3.
Coordinates
points tracing
7. Footing
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6.Erection of alu from
24. CHECKLIST OF FOOTING
STRIPS DRAWING
FOOTING SIZE
CONCRETE POUR
CHECKLIST
QUANTITY OF
CONCRETE
REQUIRED
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25. CHECKLIST OF FOOTING
CHECKLIST OF ALU FROM WORK
CHECKLIST OF REINFORCEMENT
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26. CONTRACTS AND PROCUREMENT
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There is a vendor comparison.
Vendor negotiations are carried out.
27. DYE PENETRATION TEST
STEP 1 CLEANSING
CHEMICAL COMPOUND
STEP 2 PENETRANTION
STEP 3 DEVELOPER
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29. SAFETY DEPARTMENT OF JSPL
❖ One of the most important department at any site is of safety, at Shapoorji & Pallonji group
Safety is kept at above all starting from Safety Induction Program to Conducting Mock Drills
about safety every month.
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30. Safety alarms with there designations at
labour’s colony in case of emergency
these are litten up
Mass TBT (Tool Box Talk) which
is arranged every Friday to
inspect safety problems and
aware everyone on hygiene and
cleanliness of site on regular
basis.
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32. WMS(WORK METHOD STATEMENT)
• In Shapoorji & Pallonji Group for every minute work they have specified work method statement
which is followed from so many years by the contractors, labours, engineers, planners etc.
• Starting from works like Fencing, Safety brackets insulation, MEP to Waterproofing, RCC work,
Plastering etc. for every work WMS is being already finalised before the start of Project.
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33. LEARNING OF INTERNSHIP
❑ Technical Work
1. All the activities and Procedures followed in
Execution Department learnt and to the role of
a Quality Engineer was also in detail
investigated
2. Mivan Technology, Gypsum Work,
Waterproofing Activities etc were evaluated in
detail and studied thoroughly at site
3. Management of a large Residential Building
and role of a Planner was also understood at
site
❑ Non-Technical Work
1. WMS(Work Method Statement) of a
Company was understood, there procedures,
follow ups to every work was analysed.
2. Safety Practices were studied at site, protocols
followed, induction programme, regular talks
etc.
3. Working System of the Company and their
rules and regulations of work, Client meetings,
Industry Exposure, Charges of a Project and
various attributes of a Contractor-Client(JV)
Organization.
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34. DAILY REPORT BOOK OF INTERNSHIP
• These are some of the daily diary
photos which depicts work done
on the specific day and also
checked by the respective
external supervisor present at the
site.
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36. SUMMARY OF INTERNSHIP
A. Joined an Ongoing Site which is under construction for the remaining period of Internship and studide all
the construction activities, performmed the survey, supervision and estimation tasks which will in
future help to get a definite site experience.
B. Discovered various departments of civil engineering at site which are functional when a construction work
is under process viz. Execution Department, Planning Department, Contract Department, Quality
department , billing department , HSE department etc.
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