Dear Sir I have worked in projects of Qatar rail, Dubai parks, Delhi metro in design of metro stations, Viaducts, Steel Structures, Buildings etc. I have worked in design engineering, form consultant's end as well as contractors end and have been exposed to variety of aspects related to Structural Engineering. It would be a great learning experience for me to work your organization and hence sharpen my technical skills further. Presently I am in Qatar and have worked in Qatar,UAE and India .

1. CURRICULUM VITAE
KUNAL DEWANGAN 01-01-2016
1
Kunal Dewangan Nationality Indian
Present position
Present location
Structural Engineer
Doha Qatar
Date of birth 27/08/1989
Marital status Bachelor
EDUCATION B-Tech Civil Engineering. NIT Kurukshetra. 2011
CBSE Higher Secondary Exam. DPS Korba. 2007
CBSE Senior Secondary Exam. DPS Korba. 2005
ADDITIONAL
TRAINING
“Cross Rail at Bond Street Station” by ICE, Qatar Mohsin Raza & Richard Mulligan
“Operational Perils of Sub surface Rail and Road Tunnels” by ICE, Qatar
“Black Belt Negotiation Skills” by ICE Qatar Tom Flatau.
Training of “Rehabilitation of bridges using carbon fiber wraps” by Mr Ferno De Mello
Training on “Prestressing Technology” by Ashwani Tyagi.
Training on “Rail Structure Interaction” by Mathieu Mulls.
Training on “Rehabilitation of Naini Bridge Allahabad” by Ashwani Tyagi.
Training on “Well Foundations and Stay Cable technology” by Ashwani Tyagi.
Training on “Metro Station Design and its seismic behavior” by Anand Pandey.
Training on “Tunnel Boring Machine and NATM method of underground structure design”
by Debasis Barman.
Presentation on “Innovative techniques in Track Engineering” by David Graham.
Author of Change class 2011 at National Social Entrepreneurship Forum(NSEF).
National Stock Exchange(NSE) certification course in Financial markets.
Advance Excel course at CMC New Delhi.
Writer and blogger at aurumwriters.com.
Descriptif en light ou en grasSOFTWARE Staad pro, Robot, SAP, ETABS ,OASYS ,AutoCAD, Revit, Tekla,
PROFESSIONAL
SOCIETIES
Applied for FICE (CEng, IEng, EngTech) through technical report route
Institution of Engineers India Faridabad chapter,
Toastmasters Club India Faridabad Chapter
LANGUAGES
READ SPOKEN WRITTEN
English   
Hindi   

2. KUNAL DEWANGAN 01-01-2016
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PROFESSIONAL EXPERIENCE
June2015 to present
SALINI IMPREGILO SPA ( LEADER ISG-JV
DOHA METRO REDLINE NORTH)
STRUCTURAL ENGINEER
(ENGINEERING DEPARTMENT)
CLIENT-QATAR RAIL(QR)
AL QASSAR/ AL WADHA STATION AND ACCESS
STRUCTURES
STRUCTURAL PROOF CHECK ,CONSTRUCTION
METHODOLOGY, SHOP DRAWING PREPRATION
 Compliance of design drawings with
employer’s (QR) requirements and Euro
codes ( BS-EN 1990, 1991, 1992, 1993,
1994, 1998 )
 Preparation of shop drawings with
assistance of CAD draftsmen.
 Preparation of bar bending schedule (BBS)
for shop drawings as per design drawings.
 Modification of structure’s to avoid
construction issues like rebar congestion,
impractical connection designs, improper
lap length, improper anchorage lengths etc.
LEGTAFIYA /LUSAIL MARINA PILE CUTTING
STRUCTURE AND TBM BREAKTHROUGH
STRUCTURAL STABLITY AND SITE ASSESMENT OF
COMPLICATED BREAKTHROUGH/PROPOSAL OF
POST DRILLED SHEAR BEAM
 Detail Design of shear beam post drilled to
secant piles to support mass concrete.
Secant piles were disconnected by removal
of pile cap. So design of this shear beam
was critical for TBM breakthrough.
 Preparation of shop drawings with
assistance of CAD draftsmen.
 Preparation of bar bending schedule (BBS)
for shop drawings as per design drawings.
AL BIDDA/ AL DIWAN STATION AND ACCESS
STRUCTURES
STRUCTURAL PROOF CHECK / CONSTRUCTION
METHODOLOGY/ SHOP DRAWING PREPRATION
 Checking formwork sequence for special
slip form being used for all flat slabs
defining construction joint/slab pour
locations.
 Coordination with architects and MEP
system contractors for location of drain
pits, cutouts for ducts and openings in slabs
for HVAC etc.
 Coordination with site engineer in case of
un-avoidable construction faults shop
drawings, checking the design report,
whether the untoward site change is
acceptable.
 Raising technical query(TQ) in to
consultants (CIO) due to missing
Figure1 Key plan at concourse level Al Qassar station.
Figure2 View of roof slab Al Qassar Station.
Figure3 View from Platform slab to concourse slab Al Qassar
Station.
Figure4 Shear beam post drilled to sécant piles Legtafiya/
Lusail marina pile cutting structures.

3. KUNAL DEWANGAN 01-01-2016
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information in design drawings
.
CORNICHE / AL BIDDA STATION AND ACCESS
STRUCTURES
STRUCTURAL PROOF CHECK / CONSTRUCTION
METHODOLOGY/ SHOP DRAWING PREPRATION
 Issuing Request for Information (RFI) to
client (QR) for any design related
information not mentioned in Employers
Requirements (ER) and Contract
documents.
 Planning of traffic diversion and
construction sequence.
 Fire safety studies for internal structures
exposed to train fire.
 Flood level studies based on topographic
studies to finalize the opening level of
access structures
 Coordination with Ashghal (Public Works
Department) and MMUP (ministry of urban
planning) for traffic diversion approval.
WEST BAY STATION / WEST BAY SOUTH STATION
AND ACCESS STRUCTURES
STRUCTURAL PROOF CHECK AND SHOP DRAWING
PREPRATION
 Preparation of shop drawings with
assistance of CAD draftsmen.
 Preparation of bar bending schedule (BBS)
for shop drawings as per design drawings.
 Coordination with architects and MEP
system contractors for location of drain
pits, cutouts for ducts and openings in slabs
for HVAC etc.
 Coordination with site engineer in case of
un-avoidable construction faults shop
drawings, checking the design report,
whether the untoward site change is
acceptable.
 Coordination with Ashghal (Public Works
Department) and MMUP (ministry of urban
planning) for traffic diversion approval.
DOHA EXEBITION AND CONVENSION CENTER /
WEST BAY CENTRAL AND ACCESS STRUCTURES
STRUCTURAL PROOF CHECK AND SHOP DRAWING
PREPRATION
 Preparation of shop drawings with
assistance of CAD draftsmen.
 Preparation of bar bending schedule (BBS)
for shop drawings as per design drawings.
 Modification of structure’s to avoid
construction issues like rebar congestion,
impractical connection designs, improper
lap length, improper anchorage lengths etc.
KATARA / CULTURAL VILLAGE AND ACCESS
STRUCTURES
STRUCTURAL PROOF CHECK AND SHOP DRAWING
PREPRATION
 Preparation of shop drawings with
Figure5 TBM Break-through legtafiya Station
Figure6 Legtafiya shear beam TBM Break through
section.
Figure7 Al Bidda Station Box roof slab key plan.
Figure8 Al Bidda Station Box under construction.
Figure9 Al Bidda Station cross section at 1st grid.

4. KUNAL DEWANGAN 01-01-2016
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Dec2014 to June 2015
assistance of CAD draftsmen.
 Preparation of bar bending schedule (BBS)
for shop drawings as per design drawings.
 Modification of structure’s to avoid
construction issues like rebar congestion,
impractical connection designs, improper
lap length, improper anchorage lengths etc.
PERFECT ENGINEERING FZCO, HAMARIYAH
FREE ZONE UAE
STRUCTURAL ENGINEER
AMITY UNIVERSITY
STRUCTURAL STEEL TRUSS
 Structural Design of 9 steel trusses with
connection, the truss to RCC connection
designed as fixed connection to RCC
column.
AL FUTHAIM HOTEL PROJECT
CANOPY’S ,RAMP ROOF, RESTAURANT PAVILLION
ROOF, ROOF SCREEN ,VIP SUITE ROOF, POOL BAR
ROOF
 Structural design of steel canopies, roof
structures, with connection design.
Coordination with curtain and glazing wall
drawings, architecture, MEP, plumbing and
firefighting etc.
JUMERAH BEACH WALK
RIMAL AND BAHAR SIDE ENTERANCE ESCALATOR
SUPPORT STRUCTURE
 Structural design of steel portal frame
supporting escalator.
WAREHOUSE (AL SEER GROUP) – REFRIGERATION
UNIT SUPPORT STRUCTURE
 Structural design of 15 mtr height frame
structure to support refrigeration unit for
contractor Al bawady.
Figure12 Typical connection detaIl of steel truss
and Rc column
Figure 13 Typical steel structure of roof screen
Figure10 West bay Central Architectural drawings.
Figure11 Doha Exhibition and convention center Access
structures.
Figure12 Katara station key plan.

5. KUNAL DEWANGAN 01-01-2016
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Figure 14 Architectural cross section of Shiv Vihar Station.
Figure 15 Typical section of C shaped girder Faridabad Badarpur Line.
Aug2011 to Dec2014 SYSTRA MVA CONSULTING PVT LTD INDIA
STRUCTURAL ENGINEER
CC-41
DMRC line 7
 Structural Design of elevated metro
station(RCC) Shiv Vihar and Johri Enclave,
including pile foundations and track
supporting framed structure.
 Structural Design of typical span Box
Girders(PSC) for Line 7.
CC-50
CCDD-06 DMRC line 5 ext
 Structural Design of elevated metro
station(RCC) Nangli Station, including pile
foundations and track supporting framed
structure.(STAAD modeling, design
drawings, reports etc)
BADARPUR FARIDABAD LINE
 Structural Design of foot over bridges(steel
structures) for elevated metro station
YMCA Chowk , Sarai, New Town, including
pile foundations.
 Structural Design of typical C shaped
girders(PSC) for 9 kms stretch viaduct.
BAHADURGARH DEPOT
CCDD-06 DMRC line 5 ext
 Design of 8 story staff quarters of type
A,B,C,D for DMRC.
 Design of Workshop PEB and RCC Structure,
Cable Drum Store , and miscellaneous
structures.
MAKKAH METRO LINE C DEPOT
 Pre-Tender Design of Stabling Shed, Light
maintenance workshop (STEEL) and other
miscellaneous structures.
MANADO SUKARANO BRIDGE HONGKONG
 Design of Footway Truss (STEEL) bridge at
Manado Hong Kong.
SHARANPUR-MASKHARA NHAI REHABLITATION OF
ARCH BRIDGES
 200 different major and minor bridges
which were built around 100 years back,
they were restored using principles of post
tensioning and carbon fibre wraps.
ORISSA NHAI PROJECT
 Design of 6 box culverts, 4 minor span
bridges in stretch Bhubaneswar to
Chandikole.
TITUS HOUSE NEW DELHI
 Design of PT Beams for a residential
building in GK-1.
Figure 16 Typical section of steel girder special span.
Figure 18 Platform level structural framing plan of
Johri Enclave Station
Figure 19 Structural section of YMCA station
Figure 17 Typical structural section Nangli Station

6. KUNAL DEWANGAN 01-01-2016
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DECLARATION The information provided above is accurate to the best of my knowledge; I am liable to
face consequences in condition I fail to prove the same.
ADDRESS KUNAL DEWANGAN
+974-74797754/ 70543998(QATAR)
+971-525786351(UAE)
+91-8376993512(INDIA)
kunal.dewangan@isgjv.qa
dewangank@gmail.com
SKYPE ID: Kdnitk2011
Passport No:- J5753464
01/01/2016