This document provides details of the qualifications and work experience of Ninad A. Dhawle, an architect. It includes: - Over 23 years of experience in roles including project management, design, consultation and quality audits for residential, commercial, institutional and industrial projects. - Experience with firms nad Consultants, dna Erectors and INT-EXT Consultancy between 1994-2017 with a total project value of $25 million. - Contact information and an abstract of an estimate for a proposed indoor sports hall project.

1. Kia Ora Work Portfolio.
Architect,
Ninad A. Dhawle
M. Arch. MBA, Ph.D (submitted),IOSH certified
nad Consultants. 2010-current
dna Erectors 2007-2010
INT-EXT Consultancy 1994-2007
9860675009
ninadad@gmail.com
1

2. Brief outlay: Work Experience
1994-2017. 23 years
Name of the
firm
Projects executed Work Profile Value
@ $
Period
nad
Consultants
•Institutional
•Commercial
•Consultancy
•Architectural
planning, designing
•Tendering
•Quality Audits
$10 m 2010-
Current
7years
dna Erectors •Commercial Projects
•Industrial Projects
•Construction
Project Management
•Estimation
$10m 2007-2010
3years
Int-Ext
Consultancy
•Residential
•Institutional
•Interior
•Client Handling
•Business
development
•Site Supervision
•Sub Contracting
$5 m 1994-2007
13years
$25 m 23 years
2

3. 3
Residential .
48%
Commercial .
9%
Industrial. 5%
Interior. 14%
Institutional.
14%
Sports. 5%
Hospital. 5%
Projects
Residential
Commercial
Industrial
Interior
Institutional
Sports
Hospital
Projects List.

4. A B S T R A C T O F E S T I M A T E .
TECHNOLOGY, AMRAVATI NAME OF WORK: PROPOSESD INDOOR SPORTS HALL AT SIPNA COLLEGE OF
ENGINEERING AND TECHNOLOGY, AMRAVATI
Sr No DETAILS UNIT RATE QTY AMOUNT S.NO DETAILS L B D/HT NOSQNT
BD.A3 Excavation for foundation in Hard Murum and boulders Excavation for foundation in Hard Murum and boulders
including removing the excavated materials upto a including removing the excavated materials upto a
distance of 50 meters, beyond the building area and distance of 50 meters, beyond the building area and
stacking or spreading as directed, preparing the bed for stacking or spreading as directed, preparing the bed for
the foundation and necessary back filling, ramming, the foundation and necessary back filling, ramming, 1.5 1.5 1.5 20
watering including shoring and strutting etc. complete. watering including shoring and strutting etc. complete.
A)Excluding Dewatering A)Excluding Dewatering
i. Lift upto 1.5 m. Cu.m 130.00 130.00 i. Lift upto 1.5 m.
BD.A11 Filling in plinth and floors with contractors approved Cu.m. 240.00 Filling in plinth and floors with contractors approved
material / murum / stone dust in 15cm. to 20cm. material / murum / stone dust in 15cm. to 20cm. 1.5 1.5 1.5 20
layers including watering and compaction complete. layers including watering and compaction complete.
Spec. No. : Bd.A. 11/Page No. 263 Spec. No. : Bd.A. 11/Page No. 263
(CSR item No.8, Page No.3) (CSR item No.8, Page No.3)
BDE.1A Providing and laying in situ, cement concrete Cu.m. 2500.00 Providing and laying in situ, cement concrete
M-10/(1:3:6) of trap/granite/quartzite/gneiss metal for M-10/(1:3:6) of trap/granite/quartzite/gneiss metal for
foundation and bedding including plywood/steel foundation and bedding including plywood/steel 1.5 1.5 0.2 20
formwork bailing out water, compacting, finishing formwork bailing out water, compacting, finishing
uneven and honeycombed surface, curing etc. uneven and honeycombed surface, curing etc.
complete. The Cement Mortar 1:3 plaster is considered complete. The Cement Mortar 1:3 plaster is considered
for rendering uneven and honeycombed surface only. for rendering uneven and honeycombed surface only.
Newly laid concrete shall be covered by gunny bag, Newly laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering will not be plastic, tarpaulin etc. (Wooden centering will not be
allowed.) allowed.)
Spec. No. : Bd.E. 1/Page No. 287/I.S. 456 (2000) Spec. No. : Bd.E. 1/Page No. 287/I.S. 456 (2000)
(CSR item No.3, Page No.8) (CSR item No.3, Page No.8)
BDE.3 Providing and casting in situ cement concrete M-15 of Cu.m. 3600.00 135.79 488844
trap/ granite/quartzite/gneiss metal for coping to plinth Providing and casting in situ cement concrete M-15 of
or parapet, moulded or chamfered as per drawing or as trap/ granite/quartzite/gneiss metal for coping to plinth 19.8 22.85 0.15 2 135.79755
directed including steel centering, plywood/steel or parapet, moulded or chamfered as per drawing or as
formwork compacting, roughening them if special finish directed including steel centering, plywood/steel
is to be provided, finishing uneven and honeycombed formwork compacting, roughening them if special finish
surface and curing etc. complete. The Cement Mortar is to be provided, finishing uneven and honeycombed
1:3 plaster is considered for rendering uneven and surface and curing etc. complete. The Cement Mortar 135.79755
honeycombed surface only. Newly laid concrete shall 1:3 plaster is considered for rendering uneven and
be covered by gunny bag, plastic, tarpaulin etc. honeycombed surface only. Newly laid concrete shall
(Wooden centering will not be allowed.) be covered by gunny bag, plastic, tarpaulin etc.
Spec. No. : Bd.E. 3/Page No. 288/I.S. 456 (2000) (Wooden centering will not be allowed.)
(CSR item No.6, Page No.9) Spec. No. : Bd.E. 3/Page No. 288/I.S. 456 (2000)
(CSR item No.6, Page No.9)
BDF.5 Providing and casting in situ cement concrete of
required grade of trap / granite /quartzite/ gneiss metal Providing and casting in situ cement concrete of
for R.C.C. columns as per detailed design and drawings required grade of trap / granite /quartzite/ gneiss metal 0.3 0.23 6 20 8.28
or as directed, including steel centering, plywood/steel for R.C.C. columns as per detailed design and drawings
formwork, compaction, finishing uneven and or as directed, including steel centering, plywood/steel
honeycombed surface with C.M. 1:3 of sufficient formwork, compaction, finishing uneven and
minimum thickness to give a smooth and even surface honeycombed surface with C.M. 1:3 of sufficient
or roughening the surface if special finish is to be minimum thickness to give a smooth and even surface
provided and curing etc. complete. Including use of or roughening the surface if special finish is to be
plastisizer wherever necessary as directed by Engineer provided and curing etc. complete. Including use of
(Excluding reinforcement, including cover block). The plastisizer wherever necessary as directed by Engineer
Cement Mortar 1:3 plaster is considered for rendering (Excluding reinforcement, including cover block). The
M E A S U R E M E N T S H E E TNAME OF WORK : PROPOSED INDOOR SPORTS HALL AT SIPNA COLLEGE OF ENGENEERING
74k 102k 65k 41k
544k
326k
65k
1.08m
Estimate Fig. $
Estimate
Estimated cost of the few executed projects.
A B S T R A C T O F E S T I M A T E .
TECHNOLOGY, AMRAVATI
Sr No DETAILS UNIT RATE QTY AMOUNT S.NO DETAILS L B D/HT NOSQNT TOT
BD.A3 Excavation for foundation in Hard Murum and boulders Excavation for foundation in Hard Murum and boulders
including removing the excavated materials upto a including removing the excavated materials upto a
distance of 50 meters, beyond the building area and distance of 50 meters, beyond the building area and
stacking or spreading as directed, preparing the bed for stacking or spreading as directed, preparing the bed for
the foundation and necessary back filling, ramming, the foundation and necessary back filling, ramming, 1.5 1.5 1.5 20
watering including shoring and strutting etc. complete. watering including shoring and strutting etc. complete.
A)Excluding Dewatering A)Excluding Dewatering
i. Lift upto 1.5 m. Cu.m 130.00 130.00 i. Lift upto 1.5 m.
BD.A11 Filling in plinth and floors with contractors approved Cu.m. 240.00 Filling in plinth and floors with contractors approved
material / murum / stone dust in 15cm. to 20cm. material / murum / stone dust in 15cm. to 20cm. 1.5 1.5 1.5 20
layers including watering and compaction complete. layers including watering and compaction complete.
Spec. No. : Bd.A. 11/Page No. 263 Spec. No. : Bd.A. 11/Page No. 263
(CSR item No.8, Page No.3) (CSR item No.8, Page No.3)
BDE.1A Providing and laying in situ, cement concrete Cu.m. 2500.00 Providing and laying in situ, cement concrete
M-10/(1:3:6) of trap/granite/quartzite/gneiss metal for M-10/(1:3:6) of trap/granite/quartzite/gneiss metal for
foundation and bedding including plywood/steel foundation and bedding including plywood/steel 1.5 1.5 0.2 20
formwork bailing out water, compacting, finishing formwork bailing out water, compacting, finishing
uneven and honeycombed surface, curing etc. uneven and honeycombed surface, curing etc.
complete. The Cement Mortar 1:3 plaster is considered complete. The Cement Mortar 1:3 plaster is considered
for rendering uneven and honeycombed surface only. for rendering uneven and honeycombed surface only.
Newly laid concrete shall be covered by gunny bag, Newly laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. (Wooden centering will not be plastic, tarpaulin etc. (Wooden centering will not be
allowed.) allowed.)
Spec. No. : Bd.E. 1/Page No. 287/I.S. 456 (2000) Spec. No. : Bd.E. 1/Page No. 287/I.S. 456 (2000)
(CSR item No.3, Page No.8) (CSR item No.3, Page No.8)
BDE.3 Providing and casting in situ cement concrete M-15 of Cu.m. 3600.00 135.79 488844
trap/ granite/quartzite/gneiss metal for coping to plinth Providing and casting in situ cement concrete M-15 of
or parapet, moulded or chamfered as per drawing or as trap/ granite/quartzite/gneiss metal for coping to plinth 19.8 22.85 0.15 2 135.798
directed including steel centering, plywood/steel or parapet, moulded or chamfered as per drawing or as
formwork compacting, roughening them if special finish directed including steel centering, plywood/steel
is to be provided, finishing uneven and honeycombed formwork compacting, roughening them if special finish
surface and curing etc. complete. The Cement Mortar is to be provided, finishing uneven and honeycombed
1:3 plaster is considered for rendering uneven and surface and curing etc. complete. The Cement Mortar 135.798
honeycombed surface only. Newly laid concrete shall 1:3 plaster is considered for rendering uneven and
be covered by gunny bag, plastic, tarpaulin etc. honeycombed surface only. Newly laid concrete shall
(Wooden centering will not be allowed.) be covered by gunny bag, plastic, tarpaulin etc.
Spec. No. : Bd.E. 3/Page No. 288/I.S. 456 (2000) (Wooden centering will not be allowed.)
(CSR item No.6, Page No.9) Spec. No. : Bd.E. 3/Page No. 288/I.S. 456 (2000)
(CSR item No.6, Page No.9)
BDF.5 Providing and casting in situ cement concrete of
required grade of trap / granite /quartzite/ gneiss metal Providing and casting in situ cement concrete of
for R.C.C. columns as per detailed design and drawings required grade of trap / granite /quartzite/ gneiss metal 0.3 0.23 6 20 8.28
or as directed, including steel centering, plywood/steel for R.C.C. columns as per detailed design and drawings
formwork, compaction, finishing uneven and or as directed, including steel centering, plywood/steel
honeycombed surface with C.M. 1:3 of sufficient formwork, compaction, finishing uneven and
minimum thickness to give a smooth and even surface honeycombed surface with C.M. 1:3 of sufficient
or roughening the surface if special finish is to be minimum thickness to give a smooth and even surface
provided and curing etc. complete. Including use of or roughening the surface if special finish is to be
plastisizer wherever necessary as directed by Engineer provided and curing etc. complete. Including use of
(Excluding reinforcement, including cover block). The plastisizer wherever necessary as directed by Engineer
Cement Mortar 1:3 plaster is considered for rendering (Excluding reinforcement, including cover block). The
uneven and honeycombed surface only. Newly laid Cement Mortar 1:3 plaster is considered for rendering
M E A S U R E M E N T S H E E TNAME OF WORK : PROPOSED INDOOR SPORTS HALL AT GAVAI COLLEGE OF ENGENEERING AND TECHNOLOGY, DARAPUR, AMRAVATI
NAME OF WORK : PROPOSED INDOOR SPORTS HALL AT GAVAI COLLEGE OF ENGENEERING AND TECHNOLOGY, DARAPUR, AMRAVATI
A B S T R A C T O F E S T I M A T E .
NAME OF WORK : PROPOSED LIBRARY BUILDING AT DARAPUR, TQ, DARYAPUR, DIST. AMRAVATI. MEASUREMENT SHEET
Sr No DETAILS UNIT RATE QTY AMOUNT S.NO DETAILS L B D/HT NOSQNT TOT
BDE.3 Providing and casting in situ cement concrete M-15 of Cu.m. 3600.00 1.75 6300 0
trap/ granite/quartzite/gneiss metal for coping to plinth Providing and casting in situ cement concrete M-15 of 8.9 0.23 0.1 1 0.205
or parapet, moulded or chamfered as per drawing or as trap/ granite/quartzite/gneiss metal for coping to plinth 26.7 0.23 0.1 1 0.614
directed including steel centering, plywood/steel or parapet, moulded or chamfered as per drawing or as 6.8 0.23 0.1 1 0.156
formwork compacting, roughening them if special finish directed including steel centering, plywood/steel 7.93 0.23 0.1 1 0.182
is to be provided, finishing uneven and honeycombed formwork compacting, roughening them if special finish 9.73 0.23 0.1 1 0.224
surface and curing etc. complete. The Cement Mortar is to be provided, finishing uneven and honeycombed 16.1 0.23 0.1 1 0.37
1:3 plaster is considered for rendering uneven and surface and curing etc. complete. The Cement Mortar 1.752 1.75
honeycombed surface only. Newly laid concrete shall 1:3 plaster is considered for rendering uneven and
be covered by gunny bag, plastic, tarpaulin etc. honeycombed surface only. Newly laid concrete shall
(Wooden centering will not be allowed.) be covered by gunny bag, plastic, tarpaulin etc.
Spec. No. : Bd.E. 3/Page No. 288/I.S. 456 (2000) (Wooden centering will not be allowed.)
(CSR item No.6, Page No.9) Spec. No. : Bd.E. 3/Page No. 288/I.S. 456 (2000)
(CSR item No.6, Page No.9)
BDF.5 Providing and casting in situ cement concrete of
required grade of trap / granite /quartzite/ gneiss metal Providing and casting in situ cement concrete of
for R.C.C. columns as per detailed design and drawings required grade of trap / granite /quartzite/ gneiss metal 0.3 0.23 3.65 27 6.8 6.8
or as directed, including steel centering, plywood/steel for R.C.C. columns as per detailed design and drawings
formwork, compaction, finishing uneven and or as directed, including steel centering, plywood/steel
honeycombed surface with C.M. 1:3 of sufficient formwork, compaction, finishing uneven and
minimum thickness to give a smooth and even surface honeycombed surface with C.M. 1:3 of sufficient
or roughening the surface if special finish is to be minimum thickness to give a smooth and even surface
provided and curing etc. complete. Including use of or roughening the surface if special finish is to be
plastisizer wherever necessary as directed by Engineer provided and curing etc. complete. Including use of
(Excluding reinforcement, including cover block). The plastisizer wherever necessary as directed by Engineer
Cement Mortar 1:3 plaster is considered for rendering (Excluding reinforcement, including cover block). The
uneven and honeycombed surface only. Newly laid Cement Mortar 1:3 plaster is considered for rendering
concrete shall be covered by gunny bag, plastic, uneven and honeycombed surface only. Newly laid
tarpaulin etc. (Wooden centering will not be allowed). concrete shall be covered by gunny bag, plastic,
a) For C.C.M-20 Cu.m. 5350.00 6.799 36374.65 tarpaulin etc. (Wooden centering will not be allowed).
b) For C.C.M-25 Cu.m. 5450.00 a) For C.C.M-20
Spec.No.: Bd.F.5/Page No. 300/I.S. 456(2000) b) For C.C.M-25
(CSR item No.3, Page No.11-12) Spec.No.: Bd.F.5/Page No. 300/I.S. 456(2000)
(CSR item No.3, Page No.11-12)
BDF.6A Providing and casting in situ cement concrete of
required grade of trap / granite /quartzite /gneiss metal Providing and casting in situ cement concrete of
for R.C.C. beams and lintels as per detailed design and required grade of trap / granite /quartzite /gneiss metal 26.7 0.23 0.3 2 3.685
drawings or as directed,including steel centering, for R.C.C. beams and lintels as per detailed design and 8.9 0.23 0.3 9 5.527
plywood/steel formwork steel props, compaction, drawings or as directed,including steel centering, 9.93 0.23 0.3 3 2.056
finishing uneven and honeycombed surface with plywood/steel formwork steel props, compaction, 7.93 0.23 0.3 1 0.547
C.M.1:3 of sufficient minimum thickness to give a finishing uneven and honeycombed surface with 6.7 0.23 0.3 1 0.462
smooth and even surface or roughening if special finish C.M.1:3 of sufficient minimum thickness to give a 12.28 12.3
is to be provided and curing etc. complete. Including smooth and even surface or roughening if special finish
use of plastisizer wherever necessary as directed by is to be provided and curing etc. complete. Including
Engineer-In-charge (Excluding reinforcement, including use of plastisizer wherever necessary as directed by
cover block). The Cement Mortar 1:3 plaster is Engineer-In-charge (Excluding reinforcement, including
considered for rendering uneven and honeycombed cover block). The Cement Mortar 1:3 plaster is
surface only. Newly laid concrete shall be covered by considered for rendering uneven and honeycombed
gunny bag, plastic, tarpaulin etc. surface only. Newly laid concrete shall be covered by
A) Including supporting system ( steel centering) gunny bag, plastic, tarpaulin etc.
a) For C.C.M-20 Cu.m. 5000.00 12.27 61350 A) Including supporting system ( steel centering)
b) For C.C.M-25 Cu.m. 5100.00 a) For C.C.M-20
A) Excluding supporting system b) For C.C.M-25
a) For C.C.M-20 Cu.m. 4500.00 A) Excluding supporting system
b) For C.C.M-25 Cu.m. 4600.00 a) For C.C.M-20
Spec.No.: Bd.F.6/Page No.300/I.S. 456 (2000) b) For C.C.M-25
NAME OF WORK: PROPOSESD LIBRARY BUILDING AT DARAPUR,TQ.DARYAPUR,DIST.AMT.
SITE :- BHASKAR FOODS PVT.LTD.,AMRAVATI
Abstract sheet for Acid Oil work
1 Excavation for the foundation :- 124.32 Cum 100.00 12432.00
2 Filling 0.00 Cum 400.00 0.00
3 P.c.c. 1:2:4 6.58 Cum 1150.00 7562.40
4 Brick Masonary 34.99 Cum 1700.00 59486.40
5 Casting of R.c.c. Footing 3.20 Cum 2090.00 6688.00
6 Casting of R.c.c. Columns 1.37 Cum 2090 2867.48
Total 89036.28
In Words :- Eighty Nine Thousand Thirty six only
For-
DNA ERECTORS
Unit AmountRate
DNA ERECTORS, PUNE
Sr.No. Particulars Quantity
SITE :- BHASKAR FOODS PVT.LTD.,AMRAVATI
Abstract sheet for Cooling Tower work
1 Excavation for the foundation :- 79.05 Cum 100.00 7905.00
2 Filling 16.83 Cum 400.00 6730.80
3 P.c.c. 1:2:4 26.05 Cum 1150.00 29959.80
4 Casting of Raft 34.36 Cum 2090.00 71816.58
5 Casting of Retaining Wall 11.81 Cum 2090.00 24678.72
Total 141090.90
Unit AmountRate
DNA ERECTORS, PUNE
Sr.No. Particulars Quantity
BHASKA
nad consultancy
2010-17
4
ProjectsEstimated/ Tendered and
Executed.

5. 5
Few
Project
Pharmacy
College
College
Auditorium,600
seating capacity.
Boys and Sports
Hostel.
Library Building
Scope of
Work
Conceptualization,
Planning, Designing
Estimation and
tendering
Quality audits.
Conceptualization,
Planning, Drawing
Designing,
Detailing
Estimations and
Specification
Tendering.
Conceptualization,
Planning, Drawing
Designing
Estimation
Supervision
Quality Audits
Conceptualization,
Planning, Drawing
Designing
Estimation
Quality supervision.
Area 43,345 Sq.Fts. 13051 Sq.Fts 10178 Sq. Fts 15200sq.fts
Cost $1.5m @ $391k $325k @ $456k
Date Nov. 2016 May 2017 Oct 2016 March 2017
2010- current 7 years
nad Consultants: An Architectural Consultancy firm,
providing Architectural and Construction Services to Institutions.

6. 2007-2010 3 years
dna Erectors, Project management Firm
Executed Commercial Projects / Industrial Projects. Projects executed worth $10m
6
Few Project Commercial multiplex.
Scope of Work Project Execution management
Reading Technical Drawings
Checking Rebar Structural Designs.
SchedulingCPM/PERT
Financing
Material and labour management
Technical and legal compliances
Regulatory and statutory and
Environmental compliances
Liaison with legal and statutory
authorities
Dispute Resolution.
Area 167000 sq. fts.
Cost $5m
Date August 2009

7. dna Erectors
2007- 10
7
Industrial Projects..
Few Project Industrial Project.
Sub Contracting
Type of work
Done
 Cooling Tower
 ETP.
 Oil Tank
 Sludge tank
 Silos
Scope of Work Project Management
Reading Technical Drawings
Checking Structural Designs.
SchedulingCPM/PERT
Financing
Material and labour management
Dispute Resolution.
Area 167000 sq. fts.
Cost $5m
Date August 2009
SITE :- BHASKAR FOODS PVT.LTD.,AMRAVATI
Abstract sheet for Acid Oil work
1 Excavation for the foundation :- 124.32 Cum 100.00 12432.00
2 Filling 0.00 Cum 400.00 0.00
3 P.c.c. 1:2:4 6.58 Cum 1150.00 7562.40
4 Brick Masonary 34.99 Cum 1700.00 59486.40
5 Casting of R.c.c. Footing 3.20 Cum 2090.00 6688.00
6 Casting of R.c.c. Columns 1.37 Cum 2090 2867.48
Total 89036.28
In Words :- Eighty Nine Thousand Thirty six only
For-
DNA ERECTORS
Unit AmountRate
DNA ERECTORS, PUNE
Sr.No. Particulars Quantity

8.  Project management
techniques of CPM/PERT
extensively used.
 Reading Drawing
 Projecting work freezing for
execution
 2 – 8 hours working shifts
Scope:
 Site cleaning
 Site Demarcating
 Excavation
 Drilling of hard rocks
 Concrete Skeleton work
 Brick and masonry work
 Fittings HVAC
dna Erectors
2007- 10
8
Scope of Work Executed.

9. Machines Used.
 Concrete Mixers
 Putzmeister Concrete Pumping
machine
 Hydraulic pumps for Tensioning
 Excavators
 Trucks and Loaders
 Bar bending and Cutting
 Vibrators, Pullies, Crane
dna Erectors
2007- 10
9
On-Site Concrete pour and
Machineries Used.
Concrete Pour and Batching plant
On- site
Labor and material management for
concrete work
 Concrete Mix determination
 Material Procurements
 Training and orientation for machine
and equipment operators.

10. Design Check for rebar and Post
Tensioning.
 Laying of PT Strands
 Rebaring layout technical checks.
Achievement:
 Concrete of min 3000 psi required, we got
3500 in 7 days psi on site.
10
Rebar and Scaffolding and Shuttering
Shuttering and Scaffolding Erection
Cup lock System:
 Use of Props, Spans
 Cup lock System
 Wood and
 Iron steel stanchions
systems used

11. Material testing Lab Set-up On
Site:
 Sand Testing for bulking
 Aggregate for Cracking and Flaking
 Cement for Lime content
 Concrete slump testing for
Compressive strength
 Steel testing for tensile.
dna Erectors
2007- 10
11
On site Material testing & CSR
Health Safety and CSR Initiatives:
 Monthly medical Check-up of laborers.
 Heat reducing techniques used in
designing labor camps
 Monthly meals for Labors Organized
 Good worker felicitated
 Work as a team
Mr. Muduli Sub contractor, with his Bike
as a reward for, in time completion

12. 1994- 2007 13 years
INT-EXT Consultancy
Work Profile
 Client handling
 Business development
 Architectural Drawing and
designing
 Negotiating
 Sub- contracting
 Estimation and Specifications
 Banking and financing
 On-site supervision
 Project completion and Closure.
Projects Executed :
 Residential,
 Interiors,
 Site Planning,
 Layout planning,
 Schools
 Colleges
 Sports infrastructure
 Hospitals.
Int-Ext Consultancy : A proprietary Architectural consultancy firm
12

13. Int-Ext Consultancy
1994-2007
13
Residences and Interiors
Projects Apartment
schemes.
Small industrial
sheds.
Residences
Residential
Commercial
spaces.
Valuations Valuations
$1 to 5 m
$1m
Special
Technical
Inputs
Earthquack
Resistance Design
Demolition,
Rebuild
Carpentry and
Joinery work,
Steel Fabrication
False POP ceiling
Electrification
Plumbing
HVAC

14. 14
Chief Architect
Site Engineer
Site SupervisorSite Supervisor
Site labor Site labor
Administration
Business Structure and statutory
Registrations
 PAN No. DNA Erectors:AEBPD1179C
 Personal Identity No. 5996 2549 4081
 Member of Council of Architects, India
 CA/1994/17262
 Associate Member of Indian Institutes of Architects
India( IIA) Regd. No.-19627
 Member of International Youth Hostels.

15. Thanks.
Architect,
Ninad A. Dhawle
M. Arch. MBA, Ph.D (submitted),IOSH certified
nad Consultants. 2010-current
dna Erectors 2007-2010
INT-EXT Consultancy 1994-2007
9860675009
ninadad@gmail.com
15
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