ARCHITECTURAL PORTFOLIO by Manshi

MANSHI

CONTACT INFO

C-61 Tigri Extn, New Delhi, 110062

+91-9873889178 manshi262000@gmail.com www.linkedin.com/in/manshi-aneja-272504210

EXPERIENCE

SHILPKAAR ARCHITECTS PVT. LTD., GURUGRAM, HARYANA

Intern Architect � 9TH Semester Internship

Responsibilities I Architectural Drawings, Working Drawings, 3D

Visualisation

Intern Architect � 10TH Semester Internship

Responsibilities I Architectural Drawings, Working Drawings, 3D

Visualisation, Site Visits

Architect � June 2023 - Sept 2023

Responsibilities I Architectural Drawings, Working Drawings, 3D

PROFILE

I am an Architect, hold a bachelors degree in architecture from the Ganga institute of Architecture & Town Planning, Jhajjar, Haryana.

I define myself as a young creative designer engaged in contributing to the community. What expresses me as a person is I’m inquisitive, observant, having an optimistic approach to creating solutions to problems. This field allows me to explore more and more and try to understand the essence of it. Throughout my college years, I’ve evolved not as an aspiring architecture student but as an individual too, and I want to evolve and explore exponentially.

I believe that every obstacle that comes in the process of designing just needs a little shift in perception.I support sustainable architecture, by exploring parametric forms and their blend with nature.

SKILLS

SOFTWARE SKILLS

Autodesk AutoCAD

Autodesk Revit

Lumion

SketchUp

Adobe Indesign

Adobe Photoshop

MS Presentation

Rhino

EDUCATION

PROFESSIONAL SKILLS

Communication Collaboration

Leadership

Public Speaking

Responsibility

Critical Thinking

INTERESTS

Visualisation, Site Visits, Collaborating with Vendors 2018-2023

LANGUAGES

GANGA INSTITUTE OF ARCHITECTURE & TOWN PLANNING, JHAJJAR, HARYANA

Bachelor’s of Architecture I 79.27%

Secondary Higher Education I 82.3%

KENDRIYA VIDYALAYA, AFS, TUGHALAKABAD, NEW DELHI, DELHI. KENDRIYA VIDYALAYA, AFS, TUGHALAKABAD, NEW DELHI, DELHI.

Matric Education I 9.8 CGPA

2016 2018

Painting Hindi English Sketching Journaling Reading (Non-Fiction) Photography

ACADEMICS WORK Convention Centre 3 MISCELLANEOUS Art Works 4 Museum Of Art & Architecture Group Housing Thesis 1 2 CONTENTS I Academics I 5Th Semester I 8Th Semester I Office Work

SEMESTER I 5TH

G ROUP H OUSING

“To promote fair housing opportunity for residents in all neighborhoods”

A group housing project, multi-storey levels that aims to provide housing to each & every sections of the society.

This housing project has all the facilities provided for the betterment of its residents. This also houses a community hall, a primary school and a shopping complex with services of healthcare.

To promote the overall development of the individuals, many recreational activities

FACT FILE

Site Location : Bharthal Village, Dwarka, Sector-26, New Delhi, Delhi

Total Site Area : 50,000 m2

Ground Coverage : 33.3%

FAR: 200

Built Up Area : 100,000 m2

PLANNING

The planning is done keeping in mind that motor vehicles are allowed only at the periphery of the site and no vehicles are allowed in the pedestrain friendly zones.

The planning of each block is done that it gets the natural light & ventilation and have sufficient breathing spaces. The courtyards are provided between the blocks to make them more breathable.

Type 1: 2 BHK

This DU has 2 bedroom, 1 Hall and 1 kitchen having utility area and also 1 powder room.

Super Built Up Area : 85 m2

Built Up Area : 68 m2

Type 1 : 2 BHK

Type 2 : 2 BHK

Type 3 : 3 BHK

Type 4 : 3 BHK

Type 5 : 1 BHK

Type 6 : EWS

Primary School

Community Hall

Shopping Centre w/ Healthcare services

Site Section

Single DU Type 1

Front Elevation Section @ A-A’

Typical Plan

3D view

Circulation Area : 102 m2 DUs per floor : 6 Floor Plate Area : 510 m2

Type 2: 2 BHK

This DU has 2 bedroom, 1 Hall and 1 kitchen having utility area and also 1 powder room. With ddition to this, This unit has Study room too.

Type 3: 3 BHK

This DU has 3 bedroom, a living hall and a kitchen having utility area and also 1 powder room with dining area. Super Built Up Area :

Typical Plan

Single DU Type 2 Single DU Type 3 3D view 3D view

110 m2

130 m2

88 m2

104 m2

Area

132 m2 Circulation

104 m2 DUs per floor

6 DU

4 Floor

660

Floor

520

Super Built Up Area :

Built Up Area :

Circulation

Area :

s per floor :

Plate Area :

Front Elevation Front Elevation Section @ B-B’ Section @ C-C’

Type 4: 3 BHK

Type 5: 1 BHK

This DU has 3 bedroom, a Living hall, a drawing room and 1 kitchen having dining arae and utility area and also 1 powder room. This DU has 1 bedroom, 1 Hall and 1 kitchen.

Single DU Type 4 Single DU Type 5 3D view 3D view Typical Plan Typical Plan

Super Built Up Area : 145 m2 Super Built Up Area : 70 m2 Built Up Area : 116 m2 Built Up Area : 56 m2 Circulation Area : 116 m2 Circulation Area : 112 m2 DUs per floor : 4 DUs per floor : 8 Floor Plate Area : 580 m2 Floor Plate Area : 560 m2

Front Elevation Front Elevation Section @ D-D’ Section @ E-E’

Type 6: EWS

This DU has 1 bedroom, 1 Hall and 1 kitchen.

DUs dedicated to EWS has overall 15 % of the proposed FAR.

Super Built Up Area : 46 m2

Built Up Area : 40 m2

Circulation Area : 69 m2

DUs per floor : 10

Floor Plate Area : 460 m2

Single DU Type 6 3D view

Typical Plan

Front Elevation Section @ F-F’

SEMESTER I 8TH

M USEUM OF A RT & A RCHITECTURE

"Contemplating the past, embracing the present, and envisioning the future."

The Aim of the Project - To design an architectural museum to bridge the gap between emotions, culture, architecture and society and creating a platform for presentation of India at global level.

FACT FILE

Master Plan Land Use : Public & Recreational Area

Site Location : Bhairon Marg, behind Purana Quila, New Delhi

Total Site Area : 26,000 m2

Ground Coverage : 35 % = 9415 FAR: 120

Built Up Area : 46025.78 m2

Front Setback : 15 m

Rear & Side Setback: 9m -12m

Parking: 2 ECS / 100 m2 per floor

CONCEPT

Need

Buildings these days are the major reasons for the contribution to harm the environment.

The services which are being used now a days are producing gases like Chlorofluorocarbons, etc which causes depletion of Ozone Layer.

Solution

This building will be based on the passive energy saving techniques for heating & ventilation system. Passive cooling is a method of cooling a building’s exterior or interior surfaces.

Hexagon Shape

Splitting the shape to get the courtyards, and circulation spaces..

Prevailing winds passing through the masses creating the venturi effect.

Two masses joined by the staircase, ramps and bridges for circulation.

Additioin of Wind Towers for cooling effect for public areas.

FORM DEVELOPMENT

MUSEUM VIEW

DN DN UP UP DN11 12 51 316 m² LOBBY 214 m² INVENTIONISM GALLERY 194 m² REGIONALISM GALLERY 199 m² BOROCCO GALLERY 342 m² ROCOCO GALLERY 258 m² PALLADIANISM GALLERY 2400 MM WIDE CORRIDOR a15 97 99 100 101 102 104 105 109 110 111 DN DN DN UP UP UP DN10 12 13 27 47 50 289 m² HELLENIC CLASSICISM GALLERY 603 m² INDISM GALLERY 209 m² PRE CLASSISCISM GALLERY 200 m² MUSEUM SHOP 452 m² LOBBY 37 m² Room 29 m² INFORMATION CENTRE RECEPTION AREA WIND TOWER WIND TOWER 203 m² Room 251 m² Room 205 m² Room 173 m² Room 152 m² Room 272 m² Room a15 94 95 97 100 101 102 106 109 UP UP UP UP 12 27 42 43 48 51 81 82 89 50 570 m² EXPO AREA 152 m² STORE ROOM 173 m² CONSTRUCTION WORKSHOP 205 m² MATERIAL WORKSHOP 251 m² SERVICE ROOM 203 m² SERVICE ROOM 26 m² SHE TOILET 23 m² HE TOILET WIND TOWER WIND 93 96 98 103 104 109 110 111 Ground Floor Plan (Block B) Ground Floor Plan (Block A) 1st Floor Plan (Block B) 1st Floor Plan (Block A) SITE PLAN DN DN UP UP10 11 12 43 44 52 392 m² GOTHICH GALLERY 219 m² ROMANISM GALLERY 190 m² CONFUCIANISM DOUBLE HEIGHT EXPO AREAS 97 98 99 100 101 102 103 108 109 E W S NE N SW NW SE

DN UP DN DN DN10 12 43 52 53 549 m² SPECIAL GALLERY 347 m² MONUMENTAL URBANISM GALLERY 187 m² MATERIALISM GALLERY 175 m² NEOCLASSISCISM GALLERY a15 94 103 105 106 108 2nd Floor Plan (Block B) 2nd Floor Plan (Block A) DN DN11 43 46 50 295 m² LOBBY 181 m² EXPRESIONISM GALLERY 174 m² CONSTRUCTIVISM GALLERY 172 m² FUNCTIONISM GALLERY 301 m² SKYSCRAPPERISM GALLERY 224 m² BRUTALISM GALLERY a15 94 99 100 101 102 104 106 108 110 111 3rd Floor Plan (Block B) DN DN10 12 42 44 46 50 52 53 488 m² SPECIAL GALLERY 2 310 m² POST MODERNISM GALLERY 159 m² DECONSTRUCTIVISM GALLERY 157 m² REGIONALISM GALLERY a15 94 96 103 105 109 DN10 27 48 50 52 53 772 m² ART GALLERY 145 m² ART GALLERY a15 93 94 98 100 101 102 103 104 105 108 109 110 111 3rd Floor Plan (Block A)10 11 13 46 48 50 51 52 419 m² LABORATORY 267 m² TOMORROW TODAY METAVERSE GALLERY 265 m² METAVERSE GALLERY 2400 MM WIDE CORRIDOR a15 93 99 100 101 102 103 104 105 106 108 110 111 4th Floor Plan (Block B)

Sectional Elevation Museum

Elevational Section BasementPlan : Block 1 BasementPlan : Block 2 Front Elevation 1 200 MUSEUM SECTION X-X' GROUND LEVEL A 1ST FLR A PLINTH LEVEL A 2ND FLOOR A 3RD FLOOR A 4TH FLOOR A 5TH FLOOR Level 19 GROUND LEVEL 0 A 1ST FLR 6200 A PLINTH LEVEL 1200 A 2ND FLOOR 10200 A 3RD FLOOR 14200 A 4TH FLOOR 18200 A 5TH FLOOR 22200 B PLINTH LEVEL -1600 B 1ST FLOOR 3400 B 2ND FLOOR 7400 B 3RD FLOOR 11400 B 4TH FLOOR 15035 B 5TH FLOOR 19035 Level 19 22235 GROUND LEVEL 0 A 1ST FLR 6200 DEPTH -2500 A PLINTH LEVEL 1200 A 2ND FLOOR 10200 A 3RD FLOOR 14200 A 4TH FLOOR 18200 A 5TH FLOOR 22200 B PLINTH LEVEL -1600 B 1ST FLOOR 3400 B 2ND FLOOR 7400 B 3RD FLOOR 11400 B 4TH FLOOR 15035 B 5TH FLOOR 19035 Level 19 22235 1 200 2 MUSEUM SECTION X-X'76 84 87 88 89 48 m² SUITE BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM DOUBLE BEDROOM DOUBLE 2 DECORR 73 m² SEMINAR HALL 104 m² SEMINAR HALL 216 m² MULTIPURPOSE HALL 2nd Floor Plan (Administration & Convention Centre) DN86 120 m² BAR 58 m² INDOOR GAMES 34 m² SERVING AREA 233 m² LIBRARY 59 m² Room a16 78 79 80 88 GREEN TERRACE DOUBLE BEDROOM SINGLE BEDROOM BEDROOM RR DN DN58 m² GYM 48 m² SUITE GREEN ROOF LOBBY SERVICE LIFT SINGLE BEDROOM DOUBLE BEDROOM DOUBLE DOUBLE DOUBLE BEDROOM M WD CORR 216 m² MULTIPURPOSE a16 1st Floor Plan (Guest House) 2nd Floor Plan (Guest House) 3rd Floor Plan (Guest House) Museum Section at X-X' Front Elevation Elevational Section DN UP 85 120 m² BAR 58 m² INDOOR GAMES 23 m² SINGLE BEDROOM 28 m² DOUBLE BEDROOM LOBBY MT DECORR OR MULTIPURPOSE 1st Floor Plan (Administration & Convention Centre) Ground Floor Plan 1st 2nd Floor Plan 2nd Floor Plan 3rd Ground Floor Plan Guest House Guest Guest House Guest Admin & Convention Centre Admin & Convention Centre Elevational Section BasementPlan : Block 1 Basement Plan : Block 1 Basement Plan : Block 2

B PLINTH LEVEL -1600 77 78 79 80 81 82 1 : 200 1 ADMINISTRATION CONVENTION CENTRE SECTION Y-Y' GROUND LEVEL 0 A 1ST FLR 6200 A PLINTH LEVEL 1200 A 2ND FLOOR 10200 A 3RD FLOOR 14200 A 4TH FLOOR 18200 A 5TH FLOOR 22200 B 1ST FLOOR 3400 B 2ND FLOOR 7400 B 3RD FLOOR 11400 B 4TH FLOOR 15035 B 5TH FLOOR 19035 Level 1975 76 86 1 a16 1 : 200 2 ADMINISTRATION & CONVENTION CENTRE ELEVATION Administration & Convention Centre Section at X-X' Administration & Convention Centre Front Elevation VIEWS

Proposed Convention Centre at Plot No. - 4 Industrial Park Vishakhapatnam, Andhra Pradesh

WORK

C ONVENTION C ENTRE

EXPERIENCE

CONVENTION HALL-B (PEB) 56495 X 35550 AREA= 2008.40 SQM. 21618 SQ.FT. EXISTING TREE AIR LOCK LOBBY 8200 X 4000 D6 D6 SLIDING/FOLDING PARTITION SLOPE 1:20 SLOPE 1:20 FFL. 110.00 LVL. FFL. 110.00 LVL. DOUBLE HT. LIFT 25P LIFT LOBBY D5 PRE-FUNCTIONAL AREA AREA= 162.39 SQM. / 1748 SQ. FT. 2200 WIDE CORRIDOR @ 109.70 LVL. D6 PRE-FUNCTIONAL AREA AREA=231.04 SQM. / 2487 SQ. FT. D6 FFL. 110.00 LVL. FD D7 D5 RCC STAIR D5 UP UP 105.00 LVL. 6000 WIDE ROAD SLOPE 1:10 PORTA CABIN 6000 WIDE SLIDING GATE RAMP 1:10 SPACE FOR TICKETING KIOSK 1 1500 WIDE PATHWAY 6000 WIDE ROAD 1500 WIDE PATHWAY IN STEPS 1000 WIDE WICKET GATE BASEMENTFLOOR LINE PROJECTION LINE @ FIRST FLOOR LVL. D4 D4 D4 D4 FENCING ROAD SLOPE +103.53 +104.20 18M WIDE ROAD RAIN WATER 24.0M (ROW) WIDE ROAD +106.35 4000 WIDE ROAD SLOPE 1:10 ZEBRA CROSSING UP UP 1 2 DN UP 37 45 REFER DRAWING NO. AR-09 2800 MM WIDE PASSAGE 3100 MM WIDE PASSAGE GRANITE FLOORING UP 3500 MM HT. BLOCK WORK 150Ø FIRE HYDRANT PIPE FIRE SHAFT SIZE-1000x600 mm FHC CUTOUT SIZE- 225x225 mm 150Ø FIRE HYDRANT PIPE CUTOUT SIZE- 225x225 mm CUTOUT AT CEILING LEVEL REQUIRED PLUMBING SHAFT SIZE-240x600 mm 150Ø FIRE SPRINKLER PIPE CUTOUT SIZE- 450x225 mm D7 3500 MM HT. BLOCK WORK 6000 WIDE CANOPY GLASS DOOR 1350 WIDE PLINTH PROTECTION GLASS DOOR SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE FENCING 44575 35580 1800 1800 9450 78970 LAYOUT PLAN 6000 1000 109.00 LVL. 108.910 LVL. 109.00LVL. 108.910 LVL. 109.50 LVL. 109.46 LVL. 109.50 LVL. 109.46 LVL. 109.70 LVL. 109.66 LVL. 109.70 LVL. X1 X2 Y2 Y2 Y1 Y1 X3 Y3 Y4 Y4 4365 3080 24200 11186 2630 13816 2500 6495 1745 20885 11186 13815 13765 1500 4000 18778 3000 21000 3000 10776 9795 3000 19100 3000 1600 3000 23700 3000 12900 6000 ROAD SLOPE 1500 WIDE RCC PROJECTION 750 1500 4000 1500 WIDE RCC PROJECTION 900 900 900 900 X 900 VENTILATOR 900 X 900 VENTILATOR 900 X 900 VENTILATOR PROJ. 750 WIDE PROJ. 750 WIDE RCC PROJ. 750 WIDE PROJ. SR. TYPE HT. WIDTH SILL LVL. LINTEL LVL. SCHEDULE OF OPENING 1. D 2100 3. 600 5. 2100 D4 1500 2400 2. 2400 D2 1000 2400 2100 2100 D1 750 4. D3 1200 2400 7. D6 3000 2400 9. FD 1200 2400 6. D5 2400 2400 10. R/S 1 4000 6000 6000 2400 2400 2400 2400 2400 REMARKS ALUMINIUM ROLLING SHUTTER FIRE DOOR 8. D7 3000 4000 4000 DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR 11. V 2000 600 2300 VENTILATOR PROVISION 12. R/S 3000 3000 3000 ROLLING SHUTTER SITE PLAN 1 2 3 4 5 6 7 8 9 A B C D E F G H J CONVENTION HALL-B (PEB) 56495 X 35550 AREA= 2008.40 SQM. 21618 SQ.FT. EXISTING TREE AIR LOCK LOBBY 8200 X 4000 K FD D6 D6 CONVENTION HALL-A (PEB) 56495 X 44545 AREA= 2516.57 SQM. 27088 SQ.FT. SLIDING/FOLDING PARTITION SLOPE 1:20 SLOPE 1:20 FFL. 110.00 LVL. FFL. 110.00 LVL. DOUBLE HT. LIFT 25P LIFT LOBBY D5 PRE-FUNCTIONAL AREA AREA= 162.39 SQM. 1748 SQ. FT. 2200 WIDE CORRIDOR @ 109.70 LVL. D6 SECURITY ROOM 6000 WIDE DRIVEWAY D D D3 D D D D D D D D D D D MALE TOILET 10956 10105 PRE-FUNCTIONAL AREA AREA=231.04 SQM. 2487 SQ. FT. D3 JANITOR D3' FEMALE TOILET 10956 4433 D D D D D D D D D6 FFL. 110.00 LVL. FD D7 D5 RCC STAIR D5 SHAFT PEB STAIR FD UP UP 105.00 LVL. 6000 WIDE ROAD SLOPE 1:10 PORTA CABIN 6000 WIDE SLIDING GATE 9000 WIDE EXIT SLIDING GATE 6000 WIDE ROAD SLOPE 1:10 PORTA CABIN RAMP 1:10 SPACE FOR TICKETING KIOSK 108.50 LVL. 1500 WIDE PATHWAY 6000 WIDE ROAD ZEBRA CROSSING 1500 WIDE PATHWAY IN STEPS 1000 WIDE WICKET GATE BASEMENTFLOOR LINE PROJECTION LINE @ FIRST FLOOR LVL. D4 D4 D4 D4 FENCING 1000 WIDE WICKET GATE ROAD SLOPE +103.53 +104.20 18M WIDE ROAD SOLAR HEATING SYSTEM PLOT RAIN WATER HARVESTING Distribution transformer Waste water recycling 24.0M (ROW) WIDE ROAD +106.35 4000 WIDE ROAD SLOPE 1:10 4000 WIDE ROAD SLOPE 1:10 PLOT LINE ZEBRA CROSSING UP UP DN UP 2800 MM WIDE PASSAGE GRANITE FLOORING UP UP 3500 MM HT. BLOCK WORK 3500 MM HT. BLOCK WORK 150Ø FIRE HYDRANT PIPE FIRE SHAFT SIZE-1000x600 mm FHC FIRE SHAFT SIZE-1000x600 mm 150Ø FIRE HYDRANT PIPE CUTOUT SIZE- 225x225 mm CUTOUT SIZE- 225x225 mm 150Ø FIRE HYDRANT PIPE CUTOUT SIZE- 225x225 mm CUTOUT AT CEILING LEVEL REQUIRED PLUMBING SHAFT FHC 150Ø FIRE SPRINKLER PIPE CUTOUT SIZE- 450x225 mm FD 750 WIDE RCC PROJECTION 230 MM THK. BRICK WALL D7 3500 MM HT. BLOCK WORK 3500 MM HT. BLOCK WORK 6000 WIDE CANOPY GLASS DOOR 1350 WIDE PLINTH PROTECTION GLASS V V V 6000 WIDE SLIDING GATE SLOPE SLOPE SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 6000 WIDE SLIDING GATE SLOPE SLOPE SLOPE SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE FENCING 6000 9000 13259 80785 (O/O OF STEEL LINE) 8660(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8655(C/C) 535 535 79715 C/C OF STEEL 7454(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 7452(C/C) 13925(O/C) 54905 (C/C) 1024 1145 9000(C/C) 56495 44575 35580 6000 90259 3000 3000 1800 1800 18000 2400 535 7800 1200 9450 78970 71000 (O/O OF STEEL LINE) 6000 1000 1500 WIDE PATHWAY 1500 WIDE PATHWAY 2240 1350 109.70 LVL. 109.52 LVL. 109.565 LVL. 109.565 LVL. 109.52 LVL. 109.565 LVL. 109.00 LVL. 108.83 LVL. 108.910 LVL. 108.97 LVL. 109.12 LVL. 108.910 LVL. 109.00LVL. 108.910 LVL. 108.97 LVL. 109.25 LVL. 109.21LVL. 109.50 LVL. 109.46 LVL. 109.50 LVL. 109.46 LVL. 109.50 LVL. 109.46 LVL. 109.70 LVL. 109.66 LVL. 109.70 LVL. 109.70 LVL. X1 X1 Y2 Y2 X2 X2 Y1 Y1 Y3 Y3 4365 3080 24200 11186 2630 13816 2500 6000 7110 6495 1745 20885 11186 13815 13765 4000 8000 1500 4000 1500 6427 12000 12000 4000 2650 1200 6427 18778 3000 21000 3000 10776 9795 3000 19100 3000 1600 3000 23700 3000 14190 1000 1000 12900 6000 ROAD SLOPE 1500 WIDE RCC PROJECTION 750 1500 4000 1500 WIDE RCC PROJECTION 900 900 900 VENTILATOR 900 900 900 R/S 4000 8000 4000 8000 750 WIDE RCC PROJECTION 4000 WIDE REVERSE CANOPY SLOPE 1:10 4000 WIDE REVERSE CANOPY SLOPE 1:10 4000 6865 R/S 1 R/S 900 900 VENTILATOR 900 900 VENTILATOR 900 X 900 VENTILATOR 750 WIDE PROJ. 750 WIDE PROJ. 750 WIDE RCC PROJ. 750 WIDE PROJ. S ITE P

3 E W S NE N SW NW SE

LAN

8900(C/C) 8900(C/C) 5 80785 (O/O OF STEEL LINE) 8660(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8655(C/C) 8900(C/C) 8000(C/C) 8000(C/C) 13925(O/C) 535 1 535 79715 C/C OF STEEL 1145 2 3 4 6 7 8 9 H 7454(C/C) 71000 (O/O OF STEEL LINE) 8000(C/C) 8000(C/C) 7452(C/C) 8000(C/C) 54906 (C/C) 1024 A C B D E F G J 9000(C/C) K SLOPE 1:20 DOUBLE HT. AREA GROUND FLOOR BELOW EXISTING TREE 44545 SLIDING/FOLDING PARTITION 54635 35550 SLOPE 1:20 4365 11186 3080 AIR LOCK BELOW DOUBLE HT. GROUND FLOOR BELOW 24200 LIFT 25P LIFT LOBBY D5 CONFRENCE ROOM & OFFICES= 162.39 SQM. 1748 SQ. FT. SHAFT D D D D DOUBLE HT. AREA GROUND FLOOR BELOW FD 15675 2500 2880 26700 D5 1250 HT. GLASS RAILING FEMALE TOILET 4035 X 3450 PANTRY 3285 2100 D2 D3 D3 MALE TOILET 11206 X 2965 3425 2330 INDOOR SPORTS AND CARD ROOM AREA= 324.72 SQM. 3495.34 SQ. FT. FFL. 116.00 LVL. 2400 D6 UP PEB STAIR FD DN 1500 4010 28395 11435 GLAZING PUFF PANEL 230 13765 15675 X2 X2 Y1 Y1 UP DN Y3 Y3 RCC STAIR REQUIRED PLUMBING SHAFT SIZE-240x600 mm 150Ø FIRE HYDRANT PIPE 150Ø FIRE SPRINKLER PIPE FOR BASEMENT SPRINKLERS 150Ø FIRE HYDRANT PIPE FIRE SHAFT SIZE-1000x835 mm CUTOUT SIZE- 225x225 mm FIRE SHAFT SIZE-1000x835 mm FHC 150Ø FIRE HYDRANT PIPE CUTOUT SIZE- 225x225 mm CUTOUT SIZE- 225x225 mm CUTOUT SIZE- 225x225 mm 14645 9795 15905 16450 600 600 450 450 150 600 WIDE PROJECTED FACADE 150 WIDE PROJECTED FACADE 450 WIDE PROJECTED FACADE 450 WIDE PROJECTED FACADE 600 WIDE PROJECTED FACADE 12900 6000 6000 WIDE GLASS CANOPY BELOW V V V 750 750 WIDE RCC PROJECTION BELOW 4000 1500 4000 1500 WIDE RCC PROJECTION BELOW 1500 4000 4000 8000 750 WIDE RCC PROJECTION BELOW 4000 WIDE REVERSE CANOPY SLOPE 1:10 BELOW 4000 WIDE REVERSE CANOPY SLOPE 1:10 BELOW 1500 WIDE RCC PROJECTION BELOW GLAZING X1 X1 Y2 Y2 Y1 Y1 PORTA CABIN 1800 1800 105.00 LVL. 6000 WIDE EXIT SLIDING GATE 1500 WIDE PATHWAY IN STEPS 1000 WIDE WICKET GATE FENCING ROAD SLOPE ROAD SLOPE +103.53 18M WIDE ROAD 535 8660(C/C) 8900(C/C) 3 2 4 6 5 8 9 71220 (O/O OF STEEL LINE) 7454(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 13925(O/C) 7452(C/C) 54906 (C/C) 1244 1145 A B C 1 7 8000(C/C) 8000(C/C) 6000 8215 104.65 LVL. GLAZING SERVICES AREA 6000 9450 6000 9315 54815 8250 2200 WIDE PROJ. ABOVE 3000 WIDE CORRIDOR 3000 WIDE CORRIDOR 115 7745 3885 3885 115 3885 115 3885 3885 115 115 3885 115 3885 115 3885 115 230 3885 115 115 DU-12 18.58 SQM/ 200.00 SQFT. 3505 18165 3110 6330 115 115 DU-20 33.77 SQM/ 363.50 SQFT. 5480 115 3050 115 3110 3185 115 115 3000 115 DU-18 20.16 SQM/ 217.01 SQFT. DU-16 20.69 SQM/ 211.90 SQFT. DU-14 36.79 SQM/ 396.02 SQFT. DU-15 19.31 SQM/ 207.81 SQFT. 115 18085 GLASS PARTITIONS IN CORRIDOR TOILET (M) 5770 X5760 TOILET (F) 5770X2790 DISPLAY UNIT-03 TO 11 EACH 20.59 SQM/ 221.64 SQFT. 115 5085 115 DU-13 27.54 SQM/ 296.39 SQFT. DU-17 20.69 SQM/ 211.90 SQFT. DISPLAY UNIT-21 TO 29 EACH 37.43 SQM/ 402.92 SQFT. D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 104.65 LVL. LIFT 25P FD D5 DU-13 23.39 SQM/ 251.11 SQFT. 2770 115 3775 115 PANTRY 7970 RCC STAIR DU-19 49.00 SQM/ 527.37 SQFT. 3000 9000 5085 115 3505 GLAZING +104.20 UPRCC STAIR D3 UP W- 2000 T- 300 R- 140 R/S D3 TOILET TOILET D D1 D2 REQUIRED PLUMBING SHAFT SIZE-240x600 mm 150Ø FIRE PIPE LINES CUTOUT SIZE- 450x225 mm D5 DU-01 154.43 SQM/ 1543.88 SQFT. 1905 3355 1220 3505 LOCKER ROOM 6480 Y3 Y3

1ST FLOOR PLAN F LOOR P

E W S NE N SW NW SE

BASEMENT PLAN

LANS

FRONT ELEVATION

LEFT SIDE ELEVATION

BASEMENT 104.65 LVL. FIRST FL. LVL. 116.00 LVL. GR. FL. LVL. 110.00 LVL. 6000 TERRACE LVL. 121.00 LVL. 5000 3250 4500 71000 (O/O OF STEEL LINE) 7454(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 7453(C/C) 13925(O/C) 54906 (C/C) 1145 8000(C/C) 1024 INT. ROAD 105.00 LVL. EXT. ROAD 103.53 LVL. EXT. ROAD 104.20 LVL. INT. ROAD 109.00 LVL. BASEMENT SLAB TOC 109.70 LVL. 19259 FIRST FL. LVL. 116.00 LVL. GR. FL. LVL. 110.00 LVL. 6000 TERRACE LVL. 121.00 LVL. 5000 4500 72500 (O/O OF STEEL LINE) 7454(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 7453(C/C) 13925(O/C) 54906 (C/C) 1145 8000(C/C) INT. ROAD 109.50 LVL. INT. ROAD 109.00 LVL. 2524 19259 EXT. ROAD 108.50 LVL. 6000 2400 1000 INT. ROAD 109.00 LVL. GR. FL. LVL. 110.00 LVL. FIRST FL. LVL. 116.00 LVL. 6000 TERRACE LVL. 121.00 LVL. 5000 1000 4500 INT. ROAD 109.70 LVL. 15500 1000 MM HT. GLASS RAILING 1150 HT. SS RAILING GRADE 304 EXT. ROAD 108.50 LVL. EXT. ROAD 104.20 LVL. GR. FL. LVL. 110.00 LVL. BASEMENT FL. 104.65 LVL. INT. ROAD 105.00 LVL. 1000 W- 10000 T- 300 R- 150 BASMENT ROOF TOP 109.70 LVL. 80785 (O/O OF STEEL LINE) 8660(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8655(C/C) 9000 79715 C/C OF STEEL 535 TERRACE LVL. 121.00 LVL. 4500 80785 (O/O OF STEEL LINE) 8660(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8655(C/C) 535 79715 C/C OF STEEL 535 9000(C/C) 300 5050 INT. ROAD 109.70 LVL. 6500 3000 3000 4000 2400 1200 2400 750 750 750 4650 9645 1500 2550 600 9045 600 14495 13925(C/C) 1500 2550 600 600 13896 750 1200 4000 1000 2100 2400 CLEAR HT. 450 15500 15500 6000 750 16450 750 11250 14705 12000 58455 3000 2300 600 2300 600 18000 9000 3500 4000 3500 3000 1500 4000 WIDE REVERSE CANOPY 1 2 3 4 5 6 7 8 9 6000 WIDE SLIDING GATE UP + 9000 LVL. 1000 WIDE WICKET GATE + 9000 LVL. DOOR BOUNDARY WALL DOOR DOOR INDIA EXPO CITY + 600 LVL. FACADE GLAZING - 50 LVL. PUFF PANEL ± 00 LVL. PUFF PANEL ± 00 LVL. 3 1 2 4 6 5 8 7 9 1000 HT. GLASS RAILING SLIDING GATE FD FENCE FD FD A B C D E F G H J GLASS DOOR UP 00 LVL. ROAD SLOPE K + 150 LVL. PLAIN FACADE - 50 LVL. GLAZING A B C D E F G H J K PEB STAIRACASE +2000 LVL. +8500 LVL. GLAZING +9000 LVL. + 9000 LVL. 9000 LVL. D2 ± 00 LVL. PUFF PANEL + CASSETTE RAMP UP RAMP PEB STAIRCASE - 50 LVL. GLAZING R/S FD FD + 300 LVL. INDIA EXPO CITY + 600 LVL. FACADE 300 LVL. + 450 LVL. FACADE + 450 LVL. FACADE 750 WIDE RCC PROJ. 750 WIDE RCC PROJECTION 1150 HT. RAILING W=1500 T=300 R=140 + 450 LVL. + 450 LVL. PEB ROOF FACADE FACADE GLASS DOOR FACADE + 450 LVL. PUFF PANEL + CASSETTE 6000 WIDE GLASS CANOPY +6000 LVL. V V V V V V COPING + 100 LVL. COPING + 100 LVL. 6000 WIDE GLASS CANOPY 6000 WIDE GLASS CANOPY 750 WIDE RCC PROJECTION 1500 WIDE RCC PROJECTION BLOCK WORK BLOCK WORK BLOCK WORK BLOCK WORK BLOCK WORK ± 00 LVL. 750 WIDE RCC PROJ. 4000 6000 6500 4000 WIDE REVERSE CANOPY 4000 6000 6500 R/S 1 4000 WIDE REVERSE CANOPY ± 00 LVL. SR. TYPE HT. WIDTH SILL LVL. LINTEL LVL. SCHEDULE OF OPENING 1. D 2100 3. 600 5. 2100 D4 1500 2400 2. 2400 D2 1000 2400 2100 2100 D1 750 4. D3 1200 2400 7. D6 3000 2400 9. FD 1200 2400 6. D5 2400 2400 10. R/S 1 4000 6000 6000 2400 2400 2400 2400 2400 REMARKS ALUMINIUM ROLLING SHUTTER FIRE DOOR 8. D7 3000 4000 4000 DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR 11. V 2000 600 2300 VENTILATOR PROVISION 12. R/S 3000 3000 3000 ROLLING SHUTTER R/S 1 R/S 1 2400 SECTION X2-X2 PUFF PANEL TERRACE LVL. 121.00 LVL. GLAZING GLAZING GR. FL. LVL. 110.00 LVL. FIRST FL. LVL. 116.00 LVL. 6000 5000 1000 SLOPE 1:20 SLOPE 1:20 PROVISION FOR SOLAR PANEL STANDING SEAM (PIR POLYISOCYANTRATE PANEL 50/ 83MM WEIGHT 12KG/SQM) ROOF SHEETING PROVISION FOR SOLAR PANEL (LOAD 20KG/SQM.) PEB ROOF STRUCTURE FACADE FACADE FACADE OTHER PLOT GLAZING INT. ROAD 109.50 LVL. EXT. ROAD 108.50 LVL. INT. ROAD 109.00 LVL. 12000 CLEAR HT. 1250 HT. GLASS RAILING DOUBLE HT. LOBBY 1 2 3 4 5 6 7 8 9 71001 (O/O OF STEEL LINE) 7454(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 7452(C/C) 13925(O/C) 54906 (C/C) 1024 1145 12000 AIR LOCK LOBBY INT. ROAD 109.00 EXT. ROAD 105.00 LVL. RETAINING WALL EXT. ROAD 106.35 LVL. 4000 GREEN 6000 13259 PLOT LINE ROAD SLOPE RETAINING WALL FENCING 750 KG/SQM LOAD FOR SERVICES 1150 MM HT. RAILING KERB STONE D5 D5 3000 300 FD PLINTH BEAM AS/STR. 200 THK. BLOCK WORK PUFF PANEL PUFF PANEL BLOCK WORK 4500 FD 4650 2850 3960 SD 150 6000 WIDE GLASS CANOPY 3000 1000 BLOCK WORK TIE BEAM 500 3500 SD SD BLOCK WORK 8660(C/C) 8900(C/C) 8900(C/C) 535 A B C D 9000 EXPO HALL BASEMENT BASEMENT SLAB SECTION Y1-Y1 5050 300 FILLING IN THE SUNKEN GLASS RAILING LIFT PIT 3850 4300 4900 E F G H J PUFF PANEL GLASS WALL GLASS WALL LOBBY PRE-FUNCTIONAL AREA 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8655(C/C) 535 LIFT FLOORING 80785 (O/O OF STEEL LINE) 79715 C/C OF STEEL FIN. FR.FL. (116.00) PLOT LINE TERRACE FL. (121.00) 6000 5000 15500 4500 1250 HT. GLASS RAILLING INDOOR SPORTS AND CARD ROOM CONFERENCE ROOM AND OFFICES PRE-FUNCTIONAL AREA K 9000(C/C) MALE TOILET FEMALE TOILET MALE TOILET 1800 LIFT INTERNAL ROAD 109.70 BOUNDARY WALL D7 D5 D3 D3 DOOR DOOR PANTRY DOOR PLOT LINE 9000 TOC (109.70) FIN. FL. (104.65) FIN. FL. (110.00) D2 D6 D5 3000 WIDE CORRIDOR GRANITE FLOORING FACADE PUFF PANEL PEB STAIRCASE D7 750 3150 750 600 4000 3000 2950 FALSE CEILING FALSE CEILING 2950 450 E LEVATIONS S ECTIONS

SECTION Y1-Y1 LEFT SIDE

SECTION X1-X1

SECTION X2-X2

SECTION X2-X2 PUFF PANEL TERRACE LVL. 121.00 LVL. GLAZING GLAZING GR. FL. LVL. 110.00 LVL. FIRST FL. LVL. 116.00 LVL. 6000 5000 1000 SLOPE 1:20 SLOPE 1:20 PROVISION FOR SOLAR PANEL STANDING SEAM (PIR POLYISOCYANTRATE PANEL 50/ 83MM WEIGHT 12KG/SQM) ROOF SHEETING PROVISION FOR SOLAR PANEL (LOAD 20KG/SQM.) PEB ROOF STRUCTURE FACADE FACADE FACADE OTHER PLOT GLAZING INT. ROAD 109.50 LVL. EXT. ROAD 108.50 LVL. INT. ROAD 109.00 LVL. 12000 CLEAR HT. 1250 HT. GLASS RAILING DOUBLE HT. LOBBY 1 2 3 4 5 6 7 8 9 71001 (O/O OF STEEL LINE) 7454(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 7452(C/C) 13925(O/C) 54906 (C/C) 1024 1145 12000 AIR LOCK LOBBY INT. ROAD 109.00 EXT. ROAD 105.00 LVL. RETAINING WALL EXT. ROAD 106.35 LVL. 4000 GREEN 6000 13259 PLOT LINE ROAD SLOPE RETAINING WALL FENCING 750 KG/SQM LOAD FOR SERVICES 1150 MM HT. RAILING KERB STONE D5 D5 3000 300 FD PLINTH BEAM AS/STR. 200 THK. BLOCK WORK PUFF PANEL PUFF PANEL BLOCK WORK 4500 FD 4650 2850 3960 SD 150 6000 WIDE GLASS CANOPY 3000 1000 BLOCK WORK TIE BEAM 500 3500 SD SD BLOCK WORK 8660(C/C) 8900(C/C) 8900(C/C) 535 A B C D 9000 EXPO HALL BASEMENT BASEMENT SLAB SECTION Y1-Y1 5050 300 FILLING IN THE SUNKEN GLASS RAILING LIFT PIT 3850 4300 4900 E F G H J PUFF PANEL GLASS WALL GLASS WALL LOBBY PRE-FUNCTIONAL AREA 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8655(C/C) 535 LIFT FLOORING 80785 (O/O OF STEEL LINE) 79715 C/C OF STEEL FIN. FR.FL. (116.00) PLOT LINE TERRACE FL. (121.00) 6000 5000 15500 4500 1250 HT. GLASS RAILLING INDOOR SPORTS AND CARD ROOM CONFERENCE ROOM AND OFFICES PRE-FUNCTIONAL AREA K 9000(C/C) MALE TOILET FEMALE TOILET MALE TOILET 1800 LIFT INTERNAL ROAD 109.70 BOUNDARY WALL D7 D5 D3 D3 DOOR DOOR PANTRY DOOR PLOT LINE 9000 TOC (109.70) FIN. FL. (104.65) FIN. FL. (110.00) D2 D6 D5 3000 WIDE CORRIDOR GRANITE FLOORING FACADE PUFF PANEL PEB STAIRCASE D7 750 3150 750 600 4000 3000 2950 FALSE CEILING FALSE CEILING 2950 450 SECTION X1-X1 71000 1024 PLOT LINE FENCING 300 5050 350 450 EXPO HALL FIN. FL. (110.00) BASMENT SLAB TOC (109.70) BASEMENT FIN. FL. (104.65) EXT. ROAD (104.20) INT. ROAD (105.00) 4700 +103.53 BUILDING LINE BOUNDARY WALL BUILDING LINE 7454 8000 8000 GLASS RAILING FACADE 8000 8000 8000 7452 13925 1145 +104.20 13259 6000 GREEN FILLING IN THE SUNKEN STICH SLAB AS/ STR. DESIGN FLOOR MARGIN 50 MM 50 1150 INT. ROAD 105.00 ~109.00 LVL. GREEN STEPS PASSAGE FILLING IN THE SUNKEN 4300 4150 4900 MALE TOILET DISPLAY UNIT AREA SERVICES AREA DU DU DU DU DU DU DU DU DU DU DU DU D5 DU D5 DOOR D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 REV. EXTERNAL ROAD (104.20~103.53) SECTION Y1-Y1 SECTION Y3-Y3 5050 FILLING IN THE SUNKEN W- 2150 T- 300 R- 148.61 5350 BASEMENT FIN. FL. (104.65) SECTION X1-X1 71000 1024 +103.53 BOUNDARY BUILDING LINE 7454 8000 8000 8000 8000 8000 STICH SLAB AS/ STR. DESIGN FLOOR MARGIN 50 MM 50 FILLING IN THE SUNKEN 4300 4150 4900 MALE TOILET SERVICES AREA DU DU DU DU DU DU DU DU DU DU D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 BUIDLING LINE 8660 6535 3000 EXPO HALL EXPO HALL FIN. FL. (110.00) BASEMENT SLAB TOC (109.70) BASEMENT FIN. FL. (104.65) EXTERNAL ROAD (104.20~103.53) 300 5050 PLOT LINE SECTION Y1-Y1 GLASS RAILING 4150 4300 4900 4825 DISPLAY UNIT AREA PASSAGE DISPLAY UNIT AREA DOOR BLOCK WORK SECTION X1-X1 71000 1024 PLOT LINE +103.53 BUILDING LINE BOUNDARY WALL BUILDING LINE 7454 8000 8000 GLASS RAILING FACADE 8000 8000 8000 7452 13925 1145 13259 6000 GREEN FILLING IN THE SUNKEN STICH SLAB AS/ STR. DESIGN FLOOR MARGIN 50 MM 50 1150 INT. ROAD 105.00 ~109.00 LVL. GREEN STEPS PASSAGE FILLING IN THE SUNKEN 4300 4150 4900 MALE TOILET DISPLAY UNIT AREA SERVICES AREA DU DU DU DU DU DU DU DU DU DU DU DU D5 DU D5 DOOR D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 D5 BUIDLING LINE 8660 6535 3000 EXPO HALL EXPO HALL FIN. FL. (110.00) BASEMENT SLAB TOC (109.70) BASEMENT FIN. FL. (104.65) EXTERNAL ROAD (104.20~103.53) 300 5050 PLOT LINE SECTION Y1-Y1 GLASS RAILING 4150 4300 4900 4825 DISPLAY UNIT AREA PASSAGE DISPLAY UNIT AREA DOOR BLOCK WORK SECTION Y3-Y3 B C 5050 300 FILLING IN THE SUNKEN 10 30 40 46 56 60 66 70 75 80 85 88 90 99 105 110 W- 2150 T- 300 R- 148.61 5350 6000 5000 W- 2150 T- 300 R- 150 W- 2150 T- 300 R- 147.05 FIN. FR.FL. (116.00) TERRACE FL. (121.00) BASEMENT SLAB TOC (109.70) EXPO HALL FIN. FL. (110.00) BASEMENT FIN. FL. (104.65) 8900 D LOBBY 1 3 5 7 9 11 13 15 SECTION Y-Y EXISTING TREE 300 GR. FL. LVL. 110.00 LVL. EXT. ROAD 108.50 LVL. INT. ROAD 109.00 LVL. EXITING TREE 107.80 LVL. COMPACTED EARTH AS PER SITE 100 THK. MM PCC MORTAR FINISHING MATERIAL AS PER CLIENT 150 THK. RETAINING WALL AS/ STR. 1100 MM HT. RAILING 230 MM THK. BRICK WORK T= 1800 W=300 R=146.6 ARCHITECTURAL PLAN FFL. 110.00 LVL. FFL. 108.24 LVL. FFL. 108.68 LVL. FFL. 109.12 LVL. FFL. 109.56 LVL. UP 1 3 5 7 9 11 13 15 T= 1800 W=300 R=146.6 3100 MM WIDE PASSAGE 1 2 3 4 1 1 5 5230 3700 4595 900 900 900 900 900 2800 MM WIDE PASSAGE 3080 3220 900 900 3 Y Y X X LOBBY FD D5 PASSAGE 13925(O/C) 9 8 1100 MM HT. RAILING EXISTING TREE 440 900 1760 9 8 D 1 2 FFL. 107.80 LVL. D LOBBY 1 3 5 9 11 13 15 SECTION Y-Y EXISTING TREE 300 GR. FL. LVL. 110.00 LVL. EXT. ROAD 108.50 LVL. INT. ROAD 109.00 LVL. EXITING TREE 107.80 LVL. COMPACTED EARTH AS PER SITE 100 THK. MM PCC MORTAR FINISHING MATERIAL AS PER CLIENT 150 THK. RETAINING WALL AS/ STR. 1100 MM HT. RAILING 230 MM THK. BRICK WORK T= 1800 W=300 R=146.6 ARCHITECTURAL PLAN FFL. 110.00 LVL. FFL. 108.24 LVL. FFL. 108.68 LVL. FFL. 109.12 LVL. FFL. 109.56 LVL. UP 1 3 5 7 9 11 13 15 T= 1800 W=300 R=146.6 3100 MM WIDE PASSAGE 1 1 1 5 5230 3700 4595 900 900 900 900 900 2800 MM WIDE PASSAGE 3080 3220 900 900 3 Y Y X X LOBBY FD 440 900 1760 9 8 D 1 2 FFL. 107.80 LVL. D LOBBY 1 3 5 7 9 11 13 15 SECTION Y-Y EXISTING TREE 300 GR. FL. LVL. 110.00 LVL. EXT. ROAD 108.50 LVL. INT. ROAD 109.00 LVL. EXITING TREE 107.80 LVL. COMPACTED EARTH AS PER SITE 100 THK. MM PCC MORTAR FINISHING MATERIAL AS PER CLIENT 150 THK. RETAINING WALL AS/ STR. 1100 MM HT. RAILING 230 MM THK. BRICK WORK T= 1800 W=300 R=146.6 ARCHITECTURAL PLAN FFL. 110.00 LVL. FFL. 108.24 LVL. FFL. 108.68 LVL. FFL. 109.12 LVL. FFL. 109.56 LVL. UP 1 3 5 7 9 11 13 15 T= 1800 W=300 R=146.6 3100 MM WIDE PASSAGE 1 3 4 1 1 5 5230 3700 4595 900 900 900 900 900 2800 MM WIDE PASSAGE 3080 3220 900 900 3 Y Y X X LOBBY FD GR. FL. LVL. 110.00 LVL. EXT. ROAD 108.50 LVL. INT. ROAD 109.00 LVL. D5 COMPACTED EARTH AS PER SITE FFL. 110.00 LVL. PASSAGE 13925(O/C) EXITING TREE 107.80 LVL. COMPACTED EARTH AS PER SITE PLANTING SOIL 100 THK. MM PCC MORTAR FINISHING MATERIAL AS PER CLIENT 150 THK. RETAINING WALL AS/ STR. 9 8 SECTION X-X 1100 MM HT. RAILING EXISTING TREE FFL. 108.24 LVL. FFL. 108.68 LVL. FFL. 109.12 LVL. FFL. 109.56 LVL. FFL. 107.80 LVL. 900 440 900 300 1 1 1 2 3 4 230 MM THK. BRICK WORK 1320 1300 2130 1800 440 900 1760 9 8 D 2 FFL. 107.80 LVL. S ECTIONS S EATING L AYOUT & D ETAILS

Y3-Y3

SECTION

SEATING PLAN AROUND THE EXISTING TREE SECTION Y-Y SECTION X-X

SECTION Y2-Y2

A PORTA CABIN 6000 WIDE EXIT SLIDING GATE ROAD SLOPE PLOT LINE ZEBRA CROSSING 1965 1180 9000 8660(C/C) 535 1800 1800 535 7500 7500 1 2 3 4 5 6 7 8 9 10 2000 1500 1500 RAMP PLAN TYPICAL SECTION OF STEPS ALONG THE RAMP 1500 1 2 3 1500 1500 1000 6000 1000 WIDE WICKET GATE 300MM THICK. BRICK WORK 200MM THICK GSB. 100MM THICK PCC 1:4:8 WITH WATER PROOFING ADMIXTURE AS PER TENDER. GRANITE AS SPECS. 105.00 LVL. 104.94 LVL. 105.00 LVL. 105.100 LVL. 105.250 LVL. 105.400 LVL. 105.550 LVL. 105.700 LVL. 105.850 LVL. 106.00 LVL. 106.150 LVL. 106.300 LVL. 106.450 LVL. 1500 AS/SITE SLOPE 1:100(PQC) SECTION 2-2 SLOPE 175MM THICK. CEMENT CONCRETE (GRADE-M30) FINISH BY TRIMIX SYSTEM WITH RENIF.-#8@150C/C-B/W WITH GROOVE CUTTING FILLING AS PER TENDER SPECS. 200 MM THICK GSB AS PER TENDER SPECS. 300 MICRON LDPE SHEET AS PER TENDER SPECS. 100 MM THICK WBM (WATER-BOUND MACADAM) 200MM THICK GSB. 108.97 LVL. ROAD END 108.910 LVL. SLOPE 100MM THICK CC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. ROAD END SAUCER DRAIN KERB STONE 109.12 LVL. PATHWAY 60MM THICK FACTORY MADE C.C. INTERLOCKING TILE GRADE M30. 25MM THICK COMPACTED BED OF COARSE SAND. 110.00 LVL. FIN. FLR. LVL. 100MM THICK PCC 1:4:8 1650 6000 1000 AS/SITE SLOPE 1:100(PQC) SECTION 1-1 SLOPE 175MM THICK. CEMENT CONCRETE (GRADE-M30) FINISH BY TRIMIX SYSTEM WITH RENIF.-#8@150C/C-B/W WITH GROOVE CUTTING FILLING AS PER TENDER SPECS. 200 MM THICK GSB AS PER TENDER SPECS. 300 MICRON LDPE SHEET AS PER TENDER SPECS. 100 MM THICK WBM (WATER-BOUND MACADAM) 300MM THICK. BRICK WORK 200MM THICK GSB. 100MM THICK PCC 1:4:8 105.00 ~ 109.00 LVL. SLOPE 100MM THICK CC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. 50MM GRANITE WITH MORTAR AS PER SEPCS. 104.94 ~ 108.91 LVL. 1650 6000 AS/SITE 1000 110.00 LVL. FIN. FLR. LVL. SLOPE 1:100(PQC) SECTION 3-3 SLOPE COBBLE STONES 200 MM THICK GSB AS PER TENDER SPECS. 100 MM THICK WBM (WATER-BOUND MACADAM) 200MM THICK GSB. 108.97 LVL. ROAD END 108.910 LVL. SLOPE 100MM THICK PCC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. ROAD END SAUCER DRAIN KERB STONE 109.12 LVL. PATHWAY 60MM THICK FACTORY MADE C.C. INTERLOCKING TILE GRADE M30. 25MM THICK COMPACTED BED OF COARSE SAND. 110.00 LVL. FIN. FLR. LVL. 100MM THICK PCC 1:4:8 1650 6000 1000 AS/SITE A 6000 WIDE ROAD SLOPE 1:10 PORTA CABIN 1 ZEBRA CROSSING 2355 1965 1180 R1500 9000 13259 8660(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 535 1145 1800 1800 535 1310 7280 7500 1180 1965 24545 7500 24545 8330 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1500 1500 B C D E 9 1500 WIDE STEP PATHWAY 1500 1 2 3 1500 1500 750 109.00LVL. 108.910 LVL. 105.100 105.250 LVL. 105.400 LVL. 109.00 LVL. 108.850 LVL. 109.150 LVL. 108.700 LVL. 108.550 LVL. 108.400 LVL. 108.250 LVL. 108.100 LVL. 107.950 LVL. 107.800 LVL. 105.550 LVL. 105.700 LVL. 105.850 LVL. 106.00 LVL. 106.150 LVL. 106.300 LVL. 106.450 LVL. 106.600 LVL. 106.750 LVL. 106.900 LVL. 107.050 LVL. 107.200 LVL. 107.350 LVL. 107500 LVL. SLOPE 1:100(PQC) 109.50 LVL. ROAD END 109.46 LVL. ROAD END 110.00 LVL. FIN. FLR. LVL. 1500 AS/SITE 600 SLOPE SLOPE 1:100(PQC) SECTION 2-2 SLOPE 175MM THICK. CEMENT CONCRETE (GRADE-M30) FINISH BY TRIMIX SYSTEM WITH RENIF.-#8@150C/C-B/W WITH GROOVE CUTTING FILLING AS PER TENDER SPECS. 200 MM THICK GSB AS PER TENDER SPECS. 300 MICRON LDPE SHEET AS PER TENDER SPECS. 100 MM THICK WBM (WATER-BOUND MACADAM) 200MM THICK GSB. 108.97 LVL. ROAD END 108.910 LVL. SLOPE 100MM THICK CC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. ROAD END SAUCER DRAIN KERB STONE 109.12 LVL. PATHWAY 60MM THICK FACTORY MADE C.C. INTERLOCKING TILE GRADE - M30. 25MM THICK COMPACTED BED OF COARSE SAND. 110.00 LVL. FIN. FLR. LVL. 100MM THICK PCC 1:4:8 1650 6000 1000 AS/SITE SLOPE 1:100(PQC) SECTION 1-1 SLOPE 175MM THICK. CEMENT CONCRETE (GRADE-M30) FINISH BY TRIMIX SYSTEM WITH RENIF.-#8@150C/C-B/W WITH GROOVE CUTTING FILLING AS PER TENDER SPECS. 200 MM THICK GSB AS PER TENDER SPECS. 300 MICRON LDPE SHEET AS PER TENDER SPECS. 100 MM THICK WBM (WATER-BOUND MACADAM) 300MM THICK. BRICK WORK 200MM THICK GSB. 100MM THICK PCC 1:4:8 105.00 ~ 109.00 LVL. SLOPE 100MM THICK CC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. 50MM GRANITE WITH MORTAR AS PER SEPCS. 104.94 ~ 108.91 LVL. 1650 6000 AS/SITE 1000 110.00 LVL. FIN. FLR. LVL. SLOPE 1:100(PQC) SECTION 3-3 SLOPE COBBLE STONES 200 MM THICK GSB AS PER TENDER SPECS. 100 MM THICK WBM (WATER-BOUND MACADAM) 200MM THICK GSB. 108.97 LVL. ROAD END 108.910 LVL. SLOPE 100MM THICK PCC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. ROAD END SAUCER DRAIN KERB STONE 109.12 LVL. PATHWAY 60MM THICK FACTORY MADE C.C. INTERLOCKING TILE GRADE - M30. 25MM THICK COMPACTED BED OF COARSE SAND. 110.00 LVL. FIN. FLR. LVL. 100MM THICK PCC 1:4:8 1650 6000 1000 AS/SITE A 6000 WIDE ROAD SLOPE 1:10 PORTA CABIN 6000 WIDE EXIT SLIDING GATE 3 PLOT ZEBRA CROSSING 2355 1965 1180 R1500 9000 13259 8660(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 535 1145 1800 1800 535 1310 7280 7500 1180 1965 24545 7500 24545 8330 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2000 1500 1500 B C D E 9 1500 WIDE STEP PATHWAY 1500 1 2 3 1500 1500 750 1000 6000 109.00LVL. 108.910 LVL. 105.00 LVL. 104.94 LVL. 105.00 LVL. 105.100 LVL. 105.250 LVL. 105.400 LVL. 109.00 LVL. 108.850 LVL. 109.150 LVL. 108.700 LVL. 108.550 LVL. 108.400 LVL. 108.250 LVL. 108.100 LVL. 107.950 LVL. 107.800 LVL. 105.550 LVL. 105.700 LVL. 105.850 LVL. 106.00 LVL. 106.150 LVL. 106.300 LVL. 106.450 LVL. 106.600 LVL. 106.750 LVL. 106.900 LVL. 107.050 LVL. 107.200 LVL. 107.350 LVL. 107500 LVL. SLOPE 1:100(PQC) SECTION 2-2 SLOPE 175MM THICK. CEMENT CONCRETE (GRADE-M30) FINISH BY TRIMIX SYSTEM WITH RENIF.-#8@150C/C-B/W WITH GROOVE CUTTING FILLING AS PER TENDER SPECS. 200 MM THICK GSB AS PER TENDER SPECS. 300 MICRON LDPE SHEET AS PER TENDER SPECS. 100 MM THICK WBM (WATER-BOUND MACADAM) 200MM THICK GSB. 108.97 LVL. ROAD END 108.910 LVL. SLOPE 100MM THICK CC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. ROAD END SAUCER DRAIN KERB STONE 109.12 LVL. PATHWAY 60MM THICK FACTORY MADE C.C. INTERLOCKING TILE GRADE M30. 25MM THICK COMPACTED BED OF COARSE SAND. 110.00 LVL. FIN. FLR. LVL. 100MM THICK PCC 1:4:8 1650 6000 1000 AS/SITE SLOPE 1:100(PQC) SECTION 1-1 SLOPE 175MM THICK. CEMENT CONCRETE (GRADE-M30) FINISH BY TRIMIX SYSTEM WITH RENIF.-#8@150C/C-B/W WITH GROOVE CUTTING FILLING AS PER TENDER SPECS. 200 MM THICK GSB AS PER TENDER SPECS. 300 MICRON LDPE SHEET AS PER TENDER SPECS. 100 MM THICK WBM (WATER-BOUND MACADAM) 300MM THICK. BRICK WORK 200MM THICK GSB. 100MM THICK PCC 1:4:8 105.00 ~ 109.00 LVL. SLOPE 100MM THICK CC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. 50MM GRANITE WITH MORTAR AS PER SEPCS. 104.94 ~ 108.91 LVL. 1650 6000 AS/SITE 1000 110.00 LVL. FIN. FLR. LVL. SLOPE 1:100 SLOPE 108.97 LVL. ROAD END 108.910 LVL. SLOPE ROAD END 109.12 LVL. PATHWAY 110.00 LVL. FIN. FLR. LVL. 1650 6000 1000 AS/SITE 6000 WIDE ROAD SLOPE 1:10 3 2355 R1500 13259 8660(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 1145 1310 7280 1180 1965 24545 24545 8330 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 B C D E 9 1500 WIDE STEP PATHWAY 750 109.00LVL. 108.910 LVL. 109.00 LVL. 108.850 LVL. 109.150 LVL. 108.700 LVL. 108.550 LVL. 108.400 LVL. 108.250 LVL. 108.100 LVL. 107.950 LVL. 107.800 LVL. 106.300 LVL. 106.450 LVL. 106.600 LVL. 106.750 LVL. 106.900 LVL. 107.050 LVL. 107.200 LVL. 107.350 LVL. 107500 LVL. I NTERNAL R OAD L AYOUT

1 2 3 4 5 6 7 8 9 A B C D E F G H J CONVENTION HALL-B (PEB) 56495 X 35550 AREA= 2008.40 SQM. 21618 SQ.FT. EXISTING TREE K CONVENTION HALL-A (PEB) 56495 X 44545 AREA= 2516.57 SQM. 27088 SQ.FT. SLIDING/FOLDING PARTITION SLOPE 1:20 SLOPE 1:20 FFL. 110.00 LVL. FFL. 110.00 LVL. 2200 WIDE CORRIDOR @ 109.70 LVL. SECURITY ROOM 6000 WIDE DRIVEWAY SHAFT PEB STAIR FD UP UP 105.00 LVL. 6000 WIDE ROAD SLOPE 1:10 PORTA CABIN 6000 WIDE SLIDING GATE 9000 WIDE EXIT SLIDING GATE 6000 WIDE ROAD SLOPE 1:10 PORTA CABIN 5000 SETBACK RAMP 1:10 SPACE FOR TICKETING KIOSK 108.50 LVL. 7500 SETBACK 1500 WIDE PATHWAY 6000 WIDE ROAD ZEBRA CROSSING 1500 WIDE PATHWAY IN STEPS 1000 WIDE WICKET GATE BASEMENTFLOOR LINE FENCING 1000 WIDE WICKET GATE ROAD SLOPE ROAD SLOPE +103.53 +104.20 18M WIDE ROAD SOLAR HEATING SYSTEM PLOT RAIN WATER HARVESTING Distribution transformer Waste water recycling 3 24.0M (ROW) WIDE ROAD +106.35 4000 WIDE ROAD SLOPE 1:10 4000 WIDE ROAD SLOPE 1:10 PLOT LINE ZEBRA CROSSING 5000 SETBACK 5000 SETBACK UP UP DN UP GRANITE FLOORING UP UP 230 MM THK. BRICK WALL 1000 WIDE PLINTH PROTECTION 1000 WIDE PLINTH PROTECTION 1350 WIDE PLINTH PROTECTION 6000 WIDE SLIDING GATE SLOPE SLOPE SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 6000 WIDE SLIDING GATE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE 2355 SLOPE 1:100 2355 1965 1180 6570 6570 6570 6570 6835 1965 1180 1805 FENCING FENCING R4500 R4500 R4520 R4500 R4500 R1500 R1500 1 2 2 4 4 6000 9000 13259 80785 (O/O OF STEEL LINE) 8660(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 8655(C/C) 535 535 79715 C/C OF STEEL 7454(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 8000(C/C) 7452(C/C) 13925(O/C) 54905 (C/C) 1024 1145 9000(C/C) 6000 90259 3000 3000 1800 1800 18000 535 7800 1200 RWH RWH 1310 7280 11500 81280 7000 9000 18750 93835 9450 78970 6000 6000 975 9000 18980 21000 25020 35175 38280 5 5 71000 (O/O OF STEEL LINE) 24545 7500 24545 54820 ROAD LAYOUT PLAN COBBLE STONE CONCRETE ROAD LEGEND INTERLOCKING TILES GRANITE FINISH 350 6000 1000 1500 WIDE PATHWAY 2240 1350 1000 750 FD FD 1500 WIDE PATHWAY R/S 1 2630 2630 12580 1645 15675 20630 7070 2630 2630 12580 8000 8000 8000 2135 7070 R4500 R4500 R/S 1 R/S 1 1000 1200 1500 1500 1000 WIDE PLINTH PROTECTION R4000 R4000 R4990 SLOPE 1000 WIDE PLINTH PROTECTION 1000 109.70 LVL. 109.52 LVL. 109.565 LVL. 109.52 LVL. 109.70 LVL. 109.00 LVL. 109.00 LVL. 108.83 LVL. 108.910 LVL. 108.97 LVL. 109.12 LVL. 108.910 LVL. 109.00LVL. 108.910 LVL. 108.97 LVL. 109.25 LVL. 109.21LVL. 109.50 LVL. 109.46 LVL. 109.50 LVL. 109.46 LVL. 109.50 LVL. 109.46 LVL. 109.70 LVL. 109.66 LVL. 109.70 LVL. 109.63 LVL. 109.63 LVL. 109.63 LVL. 109.63 LVL. 109.565 LVL. 109.565 LVL. INTERNAL ROAD LAYOUT BUIDLING LINE 110.00 LVL. FIN. FLR. LVL. 109.70 LVL. SLOPE 175MM THICK. CEMENT CONCRETE (GRADE-M30) FINISH BY TRIMIX SYSTEM WITH RENIF.-#8@150C/C-B/W WITH GROOVE CUTTING FILLING AS PER TENDER SPECS. 200 MM THICK GSB AS PER TENDER SPECS. 300 MICRON LDPE SHEET AS PER TENDER SPECS. 100 MM THICK WBM (WATER-BOUND MACADAM) ROAD 109.46 SAUCER DRAIN SLOPE 100MM THICK CC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. 110.00 LVL. FIN. FLR. LVL. 1000 AS/SITE SLOPE 300MM 200MM 100MM SLOPE 100MM THICK CC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. 50MM SEPCS. 1650 AS/SITE 1000 110.00 LVL. FIN. FLR. LVL. SLOPE 100MM THICK PCC 1:3:6 WITH WATER PROOFING ADMIXTURE AS PER TENDER. 200MM THICK GSB. 110.00 LVL. FIN. FLR. LVL. 1000 AS/SITE A 6000 WIDE ROAD SLOPE 1:10 PORTA CABIN 6000 WIDE EXIT SLIDING GATE ROAD SLOPE PLOT LINE ZEBRA CROSSING 2355 1965 1180 R1500 9000 13259 8660(C/C) 8900(C/C) 8900(C/C) 8900(C/C) 535 1145 1800 1800 535 1310 7280 7500 1180 1965 24545 7500 24545 8330 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2000 1500 1500 B C D E 9 RAMP PLAN TYPICAL SECTION OF STEPS ALONG THE RAMP 1500 WIDE STEP PATHWAY 1500 1 2 3 1500 1500 750 1000 6000 1000 WIDE WICKET GATE 300MM THICK. BRICK WORK 200MM THICK GSB. 100MM THICK PCC 1:4:8 WITH WATER PROOFING ADMIXTURE AS PER TENDER. GRANITE AS SPECS. 109.00LVL. 108.910 LVL. 105.00 LVL. 104.94 LVL. 105.00 LVL. 105.100 LVL. 105.250 LVL. 105.400 LVL. 109.00 LVL. 108.850 LVL. 109.150 LVL. 108.700 LVL. 108.550 LVL. 108.400 LVL. 108.250 LVL. 108.100 LVL. 107.950 LVL. 107.800 LVL. 105.550 LVL. 105.700 LVL. 105.850 LVL. 106.00 LVL. 106.150 LVL. 106.300 LVL. 106.450 LVL. 106.600 LVL. 106.750 LVL. 106.900 LVL. 107.050 LVL. 107.200 LVL. 107.350 LVL. 107500 LVL. RAMP PLAN TYPICAL SECTION OF THE STEPS ALONG THE RAMP SECTION 1-1 SECTION 2-2 SECTION 3-3

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