Aakash Bhanushali

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ARCHITECTURE PORTFOLIO

Aakash Bhanushali Selected Works 2015-20

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Table of Contents C u r r i c u l u m V i t a e (C V) Design & Development 01 Flyovers - Architecture of an Underbelly sem 10

02 The Nature Park sem 6

Construction & Detail 01 Bandra Public Library sem 6

Professional Works 01 Porwal Bhawan sem 8

02 TATA Housing - Basement Grill Detail sem 8

03 Rajat Housing - Clubhouse sem 8

Research & Analysi s 01 Of Land or Water ? sem 9

2

4-5

6-15 6 14

16-17 16

18-21 18 19 20

22-27 22


Curriculum Vitae (CV) Aakash Bhavna Bharat Bhanushali D.O.B:

23rd AUG 1997

Address:

B/1003 Aaradhya Tower, PipeLine Rd, Ghatkopar (E), Mumbai- 400077.

Contact:

aakashbhanushali@gmail.com +91-887 942 4858

Objective : Aspiring to seek a position as a Junior Architect

Education & Training

Skills

2015-2020 : School Of Enviornment and Architecture (SEA) l Bachelor Of Architecture l Mumbai University l

Autodesk :

AutoCAD I Revit (Basic)

Google :

Sketchup & Plug-ins (Enscape - Basic)

Rhino :

Rinoceros & Plug-ins (Grasshopper - Basic)

Adobe :

Photoshop I In-design CC I Illustrator (Basic) I Premier Pro

Microsoft : Office

Word I Powerpoint I Excel I

Technical Skills :

Free-Hand Drawing I Architectural Drafting I Physical Model Making I Measure Drawing I Basic Carpentry & Masonry I Hands-on Skills I Organisational Skills I

Lumion & V-ray:

(Basic Rendering)

2018-2019 : Edifice Consultants Pvt. Ltd. Architectural Internship I Govandi (E) I 2013-2015 : S.K. Somaiya Vinaymandir l Grade 11 & 12 l Mumbai University l 2000-2013 : Fatima High School l Grade 1 - 10 l Mumbai University l

Voluntary Service & Aid Jul 2020 :

Graphic Designer for a food product brand.

May 2017 : Junior Intern at IntiKrafts Interiors.

Languages Oct 2015 : Free-lancing in Interiors of Mr. Bhanushali’s Residence.

Designing I English l Hindi l Marathi l Gujarati l Kutchi l

Other Interests Films l Biking l Trekking l Photography l Travelling l 3


F l y o v e r s : Architecture of an Underbelly

4


Mentors- Prasad Shetty & Sabaa Giradkar

Site Plan & Information -

Bandra Reclamation Flyover

5


Architectural Stratergy -

Thesis Argument Over time cities have consolidated their neighborhoods and hence, when a new infrastructure is built to respond the requiring city conditions, they tend to not coordinate with the neighboring context. These infrastructures are designed to function for a singular purpose which often fails to identify the multiple spatialities, the form and the characteristics of an infrastructure can offer. Due to this, the infrastructure and the space it occupies remains dead and disruptive to the neighborhood. The designs of the infrastructures fail to connect with the neighborhood which dehumanizes the space they occupy and the landscape of that space becomes grey.

What would be the Architecture of such an Under-space ?

Dead & under-utilized spaces

6

Attempts of Appropriation


7


Master Plan -

Workspaces & Courtyards

8

Leisure & Recreational spaces


Workspaces & Courtyards

Dormitory & Living spaces

9


Retail & Working Spaces Section -

Architectural Details -

Views -

10


Plinth, Terrace & Roof External Wall Detail -

Module -

11


The Nature Park Kolkata locates itself within the delta of the Ganges (or Concept Ganga) where the river splits into myriad tributaries through the fertile plains and later it merges with the Bay of Bengal. It has a distinct ecology and landscape related to the usage & drainage of water in the city. The Mudiali Nature Park at Taratala has a constructed eco-system dealing with water, plantation, fishing & animal husbandry which serves the domestic purposes of the community. The crisp perspective of the interventions • What is the larger social and environmental systematic shifts, these interventions bring to the site? • How do the spatial structure material articulation & tectonics engage itself with the native water systems? • What is the kind of responsive architecture is produced in conjunction with the main concern of the site & the urban landscape? The design addresses the conflict of the ownership & future existence of this landscape by introducing a social, cultural & economical working system for the co-operative and other state bodies. The site interventions create employment, awareness & public participation which totally contributes to the urban fabric. The existing site is modulated by getting the water channel into the site & through further filtration methods the water is provided to park & city. All the interventions revolve around the new water channel and merges the emerging necessities & existing requirements which collectively engages with the city and enhances the significance of ‘The Park’. Schematic Form Development -

12


Master Plan -

Mentors- Faizan Khatri & Dipti Bhaindarkar

Cross Section -

13


Bandra Public Library

-

A'

-

A

B

D

C

F

E

H

G

I

L

K

J

N

M

-

RAMP UP

STORM WATER DRAIN

-

300mm WIDE

5581

-

14

914 1345

12

3500

13

13

W5

W5

800 800 800 800 800 800 800

W2

W3

12 SECOND FLOOR PROJECTION

D1

5059

D3

+1.5 m

W2

2

D1

KITCHEN 8.5m X 4m

ENTRY

WC 2m X 1.5m

SEATING 30sqm

1

ENTRANCE LOBBY

+1.5 m

(DOUBLE HEIGHT)

UP

+1.2 m

+1.5 m

3

8 5

2289

6

5

3

2

4000

SERVICE LIFT

8

1

10

RAMP UP

1399

R

11

4

COUNTER

7

10

7

SD 1

6

SR.

D3

4

11

9

EXIT

RAMP DN

SLOPE 1:10

14

-

15

3500

15

O

+1.2 m

9

SLOPE 1:12

UP

RD 1

9

CIRCULATION AREA +1.2 m

4155

+1.8 m

A

LIFT 2 24

B

DN

GROUND 0m

AMPHITHEATRE &SEATING 13m X 2m

22

21 20

LIFT 1

19

+1.2 m

7

18 17 16

3865

15

1000

5700

1500

+3.6 m

14

RECEPTION & WAITING LOBBY 13.5m X 10m

13

12

W1

10

9

7

6

5

UP

4

3

2

+1.8 m

1

4334

2600

+1.8 m

DN

900 1.2 m

30

SD 2

FD 1

5

UP

LANDSCAPE 13.5m X 5m +1.65 m

1

4

2

4

DN

5 6

1 2

7

12

9

4

10

5

11

6

12

2300

831

PU AT

3

8

W3

RAMP UP

3

7 8

2000 +3.6 m

9

2

10 11

AA

1716

GROUND 0m

SECOND FLOOR PROJECTION

1

3000

11142

1335 1014 B

C

D

1957

2538 E

1547 F

2080

1173 G

H

A

14

FOURTH FLOOR PROJECTION

3

W3

A

B

3000

1

D2

00

3244

DN

+1.8 m

D3

300

4

2

6

SD 2

D1

1200

300

2796

7 5 6 34 1 2

D1

1200

D2

8

D

+1.8 m 8

SLOPE 1:12

5

B'

SECOND FLOOR PROJECTION

+- 0 m

(DOUBLE HEIGHT)

11

6

3

GROUND

SEA SIDE

7

8

23

1193

8

953 I

5944 J

5705 K

1133 1020 L

M

N

1

MAIN ENTRANCE

RO THI 201

SC AN


SUGGESTED, EXAM THE STRUCTURAL VERIFY FIELD CON WITH THE PROJEC PROCEEDING WITH WORK WITHIN THE SPECIFIED IN THE COMPLY WITH ALL CODES, REGULAT REQUIREMENTS. OCCUPANTS ON T PROJECT AREA SH UNINTERRUPTED/U DURING THE CONS

-

-

A

B

F

E

G

K

I

N

M

O

ROOF LEVEL

SR.NO. DATE RE

20.4 m

3600

2100

3200

4200

D1

FOURTH FLOOR

+16.2 m

2100

3600

D4

W2

ISSUED BY

+12.6 m

D4

W2

2100

3600

KE

W2

+9 m

15

AMPHITHEATRE

25mm SCREED FOR SLOPE 1:100

A

14

14 BASEMENT

13

13

12

PAINT 3mm

12

750

DRAINAGE ( THROUGH PUDDLE FLANGE )

-

+1.8 m GROUTING

GROUND FLOOR

NON-USEABLE ROOF G. L.

+- 0 m

STORM WATER PIPE 150mm

EXTERNAL PLASTER 18MM

INTERNAL PLASTER 12MM

B

GENERAL N

ALL DIMENSIONS ARE IN MIL OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIO FOLLOWED. DRAWINGS TO BE SEEN WIT OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1 COARSE AGGREGATE). ALL LEVELS SPECIFIED IN M ALL DECISIONS REINFORCE NEED TO BE TAKEN BY STR DO NOT SCALE THE DRAWIN STAM ALL DISCREPANCIES SHALL NOTICE TO THE ARCHITECT COMMENCEMENT OF ANY W RICHER CONCRETE MIX TO FOUNDATION AND M:30 MIX THE SUPER STRUCTURE, AL SUGGESTED, EXAMINED AN THE STRUCTURAL ENGINEE VERIFY FIELD CONDITIONS WITH THE PROJECT DOCUM PROCEEDING WITH THE WO WORK WITHIN THE FIELD BO SPECIFIED IN THE PROJECT COMPLY WITH ALL THE APP CODES, REGULATIONS AND REQUIREMENTS. OCCUPANTS ON THE ADJAC PROJECT AREA SHALL CON UNINTERRUPTED/UNDISTUR DURING THE CONSTRUCTIO

-

STONE COPING

3000

4800

SLOPE 1:10

-4 m

-

BRICK-BAT COBA 200mm

600

+1.2 m

+5.4 m

FIRST FLOOR

3750

2100

15

SEA SIDE

2100

W6

3600

SECOND FLOOR

3000

6200

THIRD FLOOR

D1

-

-

PUBLIC LIBR AT BANDRA

-

AAKASH BH

3.8m X 1.6m

ROLL NO | A15 - 02 THIRD YEAR B.AR 2017 - 2018

STONE COPING NON-USEABLE ROOF GROUTING

IPS FLOORING 25mm

GENERAL NOTES -

B

-

25mm SCREED FOR SLOPE 1:100

-

STORM WATER PIPE 150mm

-

C' -

EXTERNAL PLASTER 18MM

RCC SLAB 150mm

PAINT 3mm

RCC BEAM 1000mm DEEP L ANGLE WELDING INSULATION

BOLTED CHANNEL RUBBER INSULATION

-

G. L. DOUBLE LAYER CAVITYCGLASS 10MM EACH

K

I

G

N

W5

BRICK-BAT COBA TILING 20mm

W3

WC 2m X 1.5m

D3

O

DETAIL A @ 1:10

BASEMENT FLOOR PLAN @ 1:50

GROUND FLOOR PLAN @ 1:50

+- 0 m

M

SCHOOL OF E AND ARCHITEC NORTH

SR.NO. DATE REVISION

DADO WALL

DRAWING ISSUED BY

SEC

WD - S

KEY PLAN

SCREED 25mm WATERPROOFING 25mm

SUNKEN SLAB 200mm

B

A

DRIP MOULD

-

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN 14 WITH RESPECT TO ALL OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND : COARSE AGGREGATE). ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN 13 BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT 12 BEFORE THE COMMENCEMENT OF ANY WORK. RICHER CONCRETE MIX TO BE USED FOR THE FOUNDATION AND M:30 MIX TO BE USED FOR THE SUPER STRUCTURE, ALL MIXES SHALL BE SUGGESTED, EXAMINED AND APPROVED BY THE STRUCTURAL ENGINEER. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS. OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

F

A'

WATERBRICK-BAT COBA 200mm PROOFING LAYER 25mm

E

SEA SIDE

B

A

14

DETAIL A @ 1:10 D

DETAIL B @ 1:10

13 SR.NO. DATE REVISION DESCRIPTION

12

W5

W3

W3

W3

STAMP & SI

15


Porwal Bhawan Floor Plans -

2100 [6'-11"]

The Project explores a Community orriented design in small floor area and symbolises its significance in the city-scape.

LIFT

DOUBLE HEIGHT LOBBY

LIFT

2000 [6'-7"]

2000 UP[6'-7"]

2500 [8'-2"]

300 [1']

DN

2100 [6'-11"]

19210 [63']

2500 [8'-2"] RAMP UP

26750 [87'-9"]

Porwal Bhawan Jain Foundation, Byculla is a community building to be designed for a jain community having various social healthcare religious education and leisure programs which functions in a single tower.

Credits- Uday Goswami, Nilesh Dongre & Edifice Team

DROP OFF

Conceptual Form CAR LIFT

ENTRY

EXIT

ROAD

N

19210 [63']

GROUND FLOOR LOBBY

PORWAL BHAVAN

550 [1'-10"]

2000 [6'-7"]

UNISEX TOILET

2000 [6'-7"]

4550 [14'-11"]

LIFT

1800 [5'-11"]

LIFT

3350 [11']

26750 [87'-9"]

2100 [6'-11"]

2500 [8'-2"]

UP

EDIFICE CONSULTANTS PVT. LTD 3RD FLOOR, SRIRAMS ARCADE, OPP. GOVANDI POST OFFICE, GOVANDI (E), MUMBAI - 400 088. TEL: + 91 22 6703 1122. FAx: + 91 22 6703 1133

UNISEX TOILET

2500 [8'-2"]

2100 [6'-11"]

1550 [5'-1"]

1650 [5'-5"]

2300 [7'-7"]

FIRE SHAFT

950 [3'-1"]

1200 [3'-11"]

1200 [3'-11"]

300 [1']

600 [2']

PLUMB ELE SHAFT SHAFT

1250 [4'-1"]

2000 [6'-7"]

1500 [4'-11"]

EQUIPT / STORE ROOM

STAGE

EQUIPT / STORE ROOM

AUDITORIUM HALL

6000

ROAD

16 N


TATA Housing-

Credits- Uday Goswami, Nilesh Dongre & Edifice Team

Basement Grill Detail

7000

NOTES

1. ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE SPEC 2. ALL LEVELS INDICATED ARE IN METERS UNLESS OR OTH 3. DIMENSIONS / LEVELS INDICATED ARE STRUCTURAL UN 4. THIS DRAWING, UNLESS OTHERWISE MENTIONED, TO B 5. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DO 6. DIMENSIONS / LEVELS SHOWN TO BE VERIFIED AT SITE WORK, ANY DISCREPANCIES IF NOTED BE BROUGHT TO PRIOR TO THE COMMENCEMENT OF WORK. 7. RELEVANT SERVICES DRAWINGS ARE TO BE READ SIMU CUTOUTS / SLEEVES TO BE PROVIDED AS REQUIRED. 8. ALL MATERIALS / FINISHES TO BE AS SPECIFIED AND AP

6.0 M WIDE DRIVEWAY 200

NOTE : 6mm x 20mm VERTICAL ALUMINUM/ M.S. BAR

8600

8600 F

5970

G

PC23

BASE PLATE FIXING DETAIL TO VENDOR SUBJECT TO ARCHITECTS APPROVAL ON SHOP DRAWING

200

8600

± 0.00M = +12.00M (r Dated - 16-01-2016) POKHRAN ROAD 02 LEV SURVEY DRAWING

2050

LEGENDS

V10

50mm x 50mm PAINTED ALUMINUM/ M.S. BOX SECTION

PC24

R.C.C. COLUMN & SL

R.C.C. RETAINING WA

NON STRUCTURAL W

100MM THICK AAC BL

150MM THICK AAC BL

6mm x 20mm HORIZONTAL ALUMINUM/ M.S. BAR

18

200MM THICK AAC BL

250MM THICK AAC BL

75MM SUNK (TOILET, 200MM SUNK SLAB

275MM SUNK - AC LE

525MM SUNK - AC LE

9

10

11

12

13

15

14

LANDSCAPE FILLING A

4850

WATER BODY

04.

ENLARGE PART-PLAN SCALE - 1:10

ELEVATION FEATURES EXISTING SOIL FLOOR CUT OUT

FLOOR CUT OUT ABOV

INDICATIVE COLUMN

LEVEL DEFERENCE

50

100 50

7600

2000

PC6

2000

2000

1350

PC7

7400

V9

1950

200

50

184

19 100

V10

V10

6mm x 20mm VERTICAL ALUMINUM/ M.S. BAR

REFER ENLARGE PART PLAN DETAIL 04.

03. A-A

50mm x 50mm PAINTED ALUMINUM/ M.S. BOX SECTION

PLAN SCALE - 1:50

50

01.

6mm x 20mm HORIZONTAL ALUMINUM/ M.S. BAR

05.

200 2000

ENLARGE PART-ELEVATION SCALE - 1:10 R0 31-May-16 UMAKANT REV. NO.

UDAY.G

DRAWN BY

DATE

CHECKED BY

REVISIONS

8600

F

REFER TO M.S. RAILING DETAIL

8600

G

R.C.C. BEAM

8600

LANDSCAPE CONSULTANT

®

5970

LANDSCAPES LLP WE SHAPE OPEN SPACES

SITE BOUNDARY

250

202-203, GOKARN, OPP ADITYA BANQUET HARIDAS NAGAR,BORI 91 22 2833 7173 91 22 2898 2904 admin@newarchllp.com

CONCEPT LANDSCAPE CONSULTANT SALAD DRESSING

6mm x 20mm VERTICAL ALUMINUM/ M.S. BAR

12 Prince Edward Road, # Building Annex D Singapor contact@saladlandscape.c Fax: 6220 0021

STRUCTURAL CONSULTANT

GOKANI CONSULTA

1500

F.F.L. + 0.15M

101 KENT HEIGHT, VA MALAD (WEST), MUM +91-22-2862 5553 |

450

GROUND (ROAD)

REFER ENLARGE PART-ELEVATION DETAIL 05.

S.S.L ± 0.00M

S.S.L ± 0.00M

F.F.L. + 0.15M

6mm x 20mm HORIZONTAL ALUMINUM/ M.S. BAR

900

GROUND (ROAD)

7600

MUNICIPAL CONSULTANT SAAKAAR

ARCHITECTS & INTERIOR D 5TH FLOOR ISHKRIPA, OPP RAM MARUTI ROAD,THANE PHONE: 022 25378701, TE

50mm x 50mm PAINTED ALUMINUM/ M.S. BOX SECTION

2100

2100

MEP CONSULTANT

e-mail : eskayem@vsnl.com TELE.- 022-25282645,46,47

PROJECT:

REFER ENLARGE SECTION DETAIL 06.

LOWER GROUND

1000

PUMP ROOM

LOWER GROUND S.S.L - 3.85M

F.F.L. -3.75M

CLIENT:

Tata Housing De

TRADE WORLD, B WIN KAMALA MILLS COMP MARG,LOWER PAREL TEL:-(D):+9122-6607 EXTN:-847, fax:-+91 2 web:-www.tatahousing

190

S.S.L - 3.85M

PROPOSED RESID TATA HOUSING, A

2100

1000

ESKAYEM CO

301, 3rd FLOOR, SWA CHEMBUR, MUMBAI-

ESKAYEM

F.F.L. -3.75M

EDIFICE CONSULTA FIRST FLOOR , PLOT # 2A , U OPP. DEONAR BUS DEPOT, DEONAR , TEL: + 91 22 6703 1122. FA

3150

2900

2100

PROJECT ARCHITECTS:

MUMBAI-DELHI-CHENNAI-KOLKATA-BEN

PURPOSE OF RELEASE

GOOD FOR CONS CD

350

STAGE:

BASEMENT

DIRECTION:

Drawing No:

Start Date:

Issue Date:

BASEMENT

S.S.L - 7.20M

S.S.L - 7.20M

F.F.L. - 6.90M

A-505

SWD

F.F.L. - 6.90M

200mm x 200mm BOLTED M.S. PLATE

31-Aug-16

31-May-16

Project Code: Bldng/Block:

02.

ELEVATION SCALE - 1:50

03.

SECTION A-A SCALE - 1:50

06.

ENLARGE SECTION SCALE - 1:10

M-THDC-TH ------

Floor: Drawing title: File path:

BASEMENT LEVEL

GRILL DETAIL

17

F:\Developer\Transfer folder\aakash.b\M A-5055.dwg

THIS DRAWING IS THE SOLE PROPERTY OF EDIFICE CONSULTANTS PVT. LTD

PURPOSE OTHER THAN THAT MENTIONED IS TO BE DONE ONLY AFTER PRIO


Rajat Housing-

18

Clubhouse

Credits- Uday Goswami, Nilesh Dongre & Edifice Team

Rajat housing is a residential complex in Kolkata, where the complex includes a clubhouse which is at a design development stage & the project scopes on exploring many 3D forms & ideas through software modelling & trysing out the sam in a physical model for understanding the scale & spatiality of the design.


19


Of LAND or WATER ?

20


Credits- A15 Batch of SEA, UDRI

Mentors- Abhijit Ekbote, Ravindra Punde, Komal Gopwani, Vastavikta Bhagat

Mumbai city which is ‘reclaimed’ and Flooding points & levels transformed this landscape along its generous coastline where rivers are concentrated in the region defined by what used to be Salsette Island and the foothills led to vast floodplains and estuaries feeding into the creeks, before joining the Arabian Sea. Recent decades have witnessed extreme pressure on the land for urbanization, including for housing, industries and infrastructure projects. This modification of the ‘nadi’ by reducing it into a hard-edged, concrete ‘nallah’ has tampered the ecosystem This study situated itself in and around ‘R-ward’ to begin with, as the peripheries of this swatch contain the foothills of the Sanjay Gandhi National Park on one side and the Manori creek on the other. Using Geographic Information System (GIS) software generated maps to attribute contours, built form, infrastructure, soil type etc and the identifying major ‘ridges’ and ‘valleys’ formed by the terrain which makes watershed systems. Through landscape mapping, field findings & urbanism method, a speculation of the flooding and sea level rise issue for this city was made till the year 2050. Topographic Boundaries -

21


Existing Storm Water Infrastructure -

Stakeholders Interactions and Inferences -

Projected Flooding Crisis -

22

The Studio approches short-term(2020-21), mid-term(2034-35) & long-term(2050) design stratergies for the Open Spaces, Builtforms & Infrastructure thus, the suggested policy changes collectively helps building a resilient city.


Open Spaces - Plans, Policies & Designs & Strategies

23


Infrastructure - Plans, Policies, Designs & Strategies

RG CONNECTING TO THE GREENWAY

RECREATIONAL GROUND GREENWAY STORM WATER DRAINS

GEO - MATS PERFORATED SOIL SAND GRAVEL

GREENWAYS + PLATFORMS

DRAIN PIPE

S.W SEWER PIPES

RECREATIONAL GROUND CONNECTING TO GREEN WAY

EXIST OVERFLOW INTO THE GREENWAYS OPEN SPACES EXISTING WATER COURSE

PROPOSED ROADS

RIDGE

GREENWAYS

EXIS STORM WATER DRAINS

GREENWAYS + PLATFORMS

RIDGE

EXAG

RIDGE

EXIS

RIDGE

GEO - MATS PERFORATED SOIL SAND GRAVEL

EXAG S.W SEWER PIPES DRAIN PIPE

OPEN SPACES CONNECTING TO GREEN WAY

PROPOSED EDGE CO

24


Built-form - Plans, Policies & Designs & Strategies

Soft Infrastructure -

25


c Copyright 2020, aakashbhanushali@gmail.com

26


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