CV

Personal Details:
Name Shrikrushna Raghunath Wankhede
Qualifications * Degree in Civil Engineering in 1998
* Master of Engineering (Structural Engg.) with First Class in 2008
from V.N.I.T Nagpur , ( Full Time)
Permanent Address 12 A , Shivraj Nagar , ( Near Jadumahal)
Nagpur - 440027
Contact Nos Mobile: +91 9987518543
E -Mail Shrikantwankhede123@yahoo.com
References A.R.Deshpande ( Director GMD Consultants Pvt. Ltd.)
Professional 15 years
Experience
Areas of *Analysis and Design of (Railways Bridges) For Dedicated Freight
Specialization Corridor
*Analysis and Design of Highways Bridges and Flyover.
* Design of Metro Rail structure ,
*Design of Steel structure For Infrastructure (Skywalk, FOB).

Professional Experience in Detail:

Working as Senior Bridge / Structural design engineer in “Mott -

September MacDonald Pvt.Ltd. ” For DFCCIL Projects (Eastern Corridors 400
2015 to till Km in Length For Section Bhaupur to Mughalsarai) ’ in Allahabad
date and Executing Dedicated Freight Corridor on eastern section For 400 Km in
Length between Bhaupur & Mughalsarai is to be done as an electrified
double railway track.
The projects include design and Checking For 400 Km Length Dedicated
Freight Corridors which includes around 500 structures.
Contractor: GMR (Project cost –5000 Crore)
1 Number Important Bridges having length of bridge 400 m and span 50 m
on Tonse River with superstructure as steel through truss and substructure
as pile and well foundation.
Detail of Task 43 Number Major Bridges having different type of span having bridge
Assigned length 40 m to 80 m and maximum span up to 30 m on river and canal and
resting on pile foundation.
3 Number of Rail Flyovers having different Type of span including through
truss and semi through truss. Maximum span of through truss is 90 m and
 other span varying range 50 m to 60m and Steel Structure span on IOCL
and GAIL Pipe line crossing and resting on pile foundation.
4 Number Major RUB crossing national highway and state highway having
span of 20-30 m of PSC I girder and resting on pile foundation.
143Number Minor Bridges, 52 Number of Minor RUB, 15 Number Buried
box Structure on level crossing.
Working as Senior Bridge / Structural design engineer in “SAI/SYSTRA
Consulting Engineers” For DFCCIL Projects (Eastern Corridors 334
November 2013 Km in Length For Section Bhaupur to Khurja) ’ in Agra and Executing
to September Dedicated Freight Corridor on eastern section For 334 Km in Length
2015 between khurja & Bhaupur is to be done as an electrified double railway
track.
The projects include design and Checking For 334 Km Length Dedicated
Freight Corridors which includes around 500 structures.

Contractor : TATA – ALDESA JV ( Project cost –3400 Crore)

14 Number Major Bridges having different Type of span having bridge
length 40 m to 80 m and maximum span up to 30m on river and canal
Detail of Task resting on pile foundation.
Assigned 7 Number of Rail Flyovers having different Type of span including
composite steel plate girder, through truss and semi through type truss.
Maximum span of through truss is 80 m and other span varying range 30 m
to 50m resting on pile foundation.
4 Number Major RUB crossing national highway and state highway having
span of 30-40 m with composite steel plate girder, resting on pile
foundation.
More than 250 Number Minor Bridges
More than 150 Number of Minor RUB
52 nos. Buried box Structure on level crossing.
4 nos. Composite Steel plate girder span from 30-40m Structure on IOCL
and GAIL Pipe line crossing resting on pile foundation.

May 2011 to Worked as senior Bridge / Structural design engineer in ‘GMD

October 2013 Consultants’ in Navi Mumbai and executing 5 projects in infrastructure
field all over India.

The projects include design of long span Bridges and Flyover on National
Highway (NH17) on Panvel- Indapur Stretch at Kharpada and Vadkhal
ROB at Pen for Supreme Infrastructure Ltd. Mumbai.
*Length of bridges / flyover more than 1 km & Carriageway width of
bridge were 12 m having 1.50m footpath on one side.
 *Span arrangements were 6 x 42.50 m Span and out of 6 span 3 span were
crossing Patalganga River.( Navigational Span)
*1 x 38.20 m ROB span across railway area is composite steel plate girder
structure with RCC Slab & remaining Span were 25 x 27.80 m PSC I girder
at kharpada bridge
*Span arrangement For PEN ROB 1x 27.00 m composite Span &
remaining Span were 4 x 27.00 m.
*Two and Three Span continuous System & continuity was provided in
deck slab.
*My scope was to complete structural design of superstructure and
substructure with piers & pier caps having open & pile foundations & to get
approval from proof checkers & Government agencies like VJTI & central
Railway department.
ii) Structural design of Delhi Gate Flyover at Surat, Client –Surat Muncipal
corporation , Surat and CES
*Detail design of foundation, substructure & bearing design of Surat
Flyover.
iii) Preliminary Structural design of Hyderabad Metro, AFCONS, Mumbai
*Preliminary structural design of nearly 16 km (Including Station & Pocket
track) 16 km .long metro structure at Hyderabad.
iv) Traffic Study & Bridge / Culvert / Condition Survey.
*a) Carry out Bridge / Culvert / Condition Survey at Nashik –Sinner
Projects.
*b) BOQ Preparation For Tender works. For Bridges, culverts, minor
bridges & steel structure.
*c) Carry out Bridge / Culvert / Condition Survey at Dharamkot-
Firozpur,Muktsar-Malout, Kapurthala –Attari in Punjab State.
January 2009 Worked as ‘Senior Design Engineer’ Involved in Designing, Project
to May 2011 Management and Overall Coordination of various assignments in the field
of Highway and Bridges and Skywalk design in XCC Engineers &
Planners, Mumbai.

a) Design of bridge at Kharigon, Kalwa, Thane in lieu of Level Crossing.

Length of bridges were 600 m long having Carriageway width of bridge
were 7.50 m &1.50m footpath on one side.
*1 x 30 m ROB span across railway area is composite structure with RCC
Slab & structural steel plate girders. & Remaining Span were 20 x 22.90 m
resting on POT-PTFE bearings over circular piers with open & pile
foundation
 *Proof checking of 800 m long flyover at Chapekar chowk in Pimpri-
Chinchwad pune
Parallel design calculation are prepared to check design from design
Consultants
*Flyover at Dhayari junction on Sinhgad road, PMC, Pune
Length of bridges were 500 m long . Span arrangement were 6 x 40m span
& 5 x 30m Girder Bridge some span were across canal
Design and Project Co-ordination for 8 FOB structures in Structural Steel
across Jogeshwari-Vikhroli Link Road in Mumbai.
Design and Project Co-ordination for 8 Skywalk structures in Mumbai.
The skywalks were in structural steel having different lengths ranging from
250 m to 1500 m and spans ranging from 12 m to 42 m.
This work involved design of superstructure and substructure with circular
piers having open foundation & pile foundations.
Value of Work: Rs 150 Crores My scope was to complete structural design
of superstructure and substructure with piers & pier caps having open
foundation & pile foundations & to get approval from proof checkers &
Government agencies like VJTI & Railway department .
Bow String Girder Bridge at pathri pool kalyan , mumbai
June 2008 – Worked as Assistant Manager Trainee (Design) in infrastructure and
December transportation division of Reliance SEZ, Navi Mumbai
2008 involved in preliminary design and bidding for 32 km long Metro C-B-M
(Metro II) in Mumbai city,

June 2006 – Carried out Various Type of Nondestructive test for checking Stability of
June 2008 more than Five hundred quarters, at Ordanance factory Ambazari ,
Bhandara
Checking Structural Stability of bridge at Talegaon on (NH6) , Amravati
Feb 2001 – May Involved in Planning, Supervision, Project Management and Overall Coordination
2006 of various assignments Like builldings , Bandhara ,Causeways ,Culvert , Minor
Bridge , Roads etc
March 1993 – Complete various projects Like Tendering Works & Site executions like
April 1997 Bandhara, Causeways, Culvert, Minor Bridge , Roads etc.

Familiarity with IRS Railway Code for Bridge rule , Substructure and foundation code ,
Specifications concrete code
And Codes Indian Standards, Codes of Indian Road Congress (IRC) for bridges
AASHTO, BS 5400

Computer Used following Software

Proficiency *STAAD PRO 2008: General Engineering analysis and design Software
*Midas civil
*SAP-2000 package for engineering applications
*BT: In house developed program for Bi-axial bending moments and axial
load on columns in elastic analysis.
*General Soft wares: MS Word, MS Excel