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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 2 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 3 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 4 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 5 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 6 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)
[email protected] [email protected] SKYPE ID: Kdnitk2011 Passport No:- J5753464 01/01/2016
