Project Engineer

VEDULA SRIDHAR

Career objective

Seeking to work in an environment where my knowledge and experience can be

shared and enriched, subsequently to learn and improve my technical and

personal traits.

Professional experience

. VaTech Wabag India Limited,Chennai, Principal Engineer-Civil Design -

From June 2012 to Till Date ( 6 Months)

. Nagarjuna Construction Company - Senior Engineer (Designs) - From

March'2008 to May 2012 ( 4 yrs -2 months )

. P S Consultants, Santa Cruz(E), Mumbai - Engineer - Jan'2007 to

Feb'2008 ( 1 year - 1month)

. United Nations Development Programme (UNDP) India -Project Officer -

From April 2004 to Dec'2006 (2 years - 8 months).

. Liquid Propulsion Systems Center(LPSC-ISRO) -Govt. of India -Graduate

Apprentice - From June 2001 to Sep'2001 ( 4 months)

Total experience: 8 years 9 months (Without M.Tech)

Total experience: 10 years 9 months (With M.Tech)

CAPABILITIES

MAJOR AREAS OF STRENGTH:

CONCRETE STRUCTURES: Pump houses, Ground level tanks, Elevated service

reservoirs, General and Industrial buildings and various structures in

water treatment plants.

. Detailed analysis and design of concrete structures

. Development of Detailed drawings (GA and RC)

. Estimations of Bill of Quantities (BOQs).

CODE OF PRACTICES:

Indian standard Codes (BIS) related to Civil (Structural) works and Water

retaining Structures.

British standard Codes (BIS) related to Civil (Structural) works and Water

retaining Structures.

BRIEF DETAILS OF EXPERIENCE

MAJOR JOBS HANDLED: (DETAILED ENGINEERING)

I. Municipal bUSINESS GROUP(mBG), CIVIL DEPARTMENT,

VATECH WABAG INDIA LIMITED, CHENNAI,

06 Months (June 2012 - Till date) as Principal Engineer (Civil -Designs).

Project: GREATER DAMBULLA WATER SUPPLY SCHEME - 32 MLD WTP AT DAMBULLA,

SRILANKA

Job Responsibilities

Detailed design and detailing of Rapid Gravity Sand Filter Building in BS

code guide lines.

Rapid Gravity Sand Filter is an RCC building with 4 filter beds in present

scope; water is fed into the filter beds via pipe from lamella clarifier.

The intended use of the structure is for filtering of fed water by gravity

using filter media like gravel & sand.

The building houses 4 filter beds (size 7.9 m x 8.7 m) separated by

walls with filter media resting on nozzle slab, pipe gallery, console room

and walk way slabs at various levels.

Project: RELIANCE INDUSTRIES - PTA 5 & PTA 6 EXTENTION AT DAHEJ

MANUFACTURING DIVISION - 32.40 MLD EFFLUENT TREATMENT PLANT -at Dahej,

Gujarat

Job Responsibilities

Overall Coordination for civil structures

. Review of in-house developed mechanical general arrangement drawings,

civil-structural design calculations and drawings of various

structures in the plant.

. Coordination with civil - structural consultant for outsourced design

calculations and drawings.

. Coordination with client's consultant for subsequent submissions and

approvals.

. Inventory of civil structures quantities.

II. ENGINEERING DESIGN & TECHNOLOGY DEPARTMENT, Nagarjuna

Construction Company, HYDERABAD:

04 Years 02 Months (March 2008 - May 2012) as Senior Engineer (Designs).

Job Responsibilities

Detailed design and tender jobs of various civil structures as highlighted

below:

Project: 370 MLD SEDIMENTATION TANK - RAW WATER PUMP HOUSE at Parla,

Bulandshahar (Agra-UP)

o Raw Water Pump House :

Detailed design of RWPH of internal dimensions 18.8 m in length and 10.45 m

in width and 6.0 m in height housing 2 VT pumps with a 5 M ton capacity

HOT SG crane, store room, workshop & maintenance bay with a 8 m wide x 10

m length x 12.45 m depth, underground sump, the super structure is an RCC

frame and the underground sump with the walls are designed as cracked

sections for tension at water face under hydro-testing condition.

Project: 2 x 250 MW TPS at Chhabra (Rajasthan)

o Balancing Reservoir :

Detailed design of balancing reservoir of internal dimensions 59.770 m in

length and 44.70 m in width and 5.0 m in height of 12000 cum capacity, the

walls are designed as cracked sections for tension at water face under

hydro-testing condition.

o Balancing Reservoir Pump House :

Detailed design of BRPH of internal dimensions 60 m in length and (13+8) m

in width and 10 m in height housing (2 + 1) VT pumps with a 6 M ton

capacity EOT under slung crane, store room, workshop & maintenance bay

with a 10 m wide x 11 m length x 7 m depth, underground sump, the super

structure is an RCC frame and the underground sump with the walls are

designed as cracked sections for tension at water face under hydro-testing

condition.

Project: Eluru water supply scheme - 8 MLD WTP -Eluru (Andhra Pradesh).

o Clear water sump:

Detailed design of clear water sump of internal dimensions 19.5 m in length

and 10.5 m in width and 3.81 m in height of 614 cum capacity, the walls

are designed as uncracked sections for tension at water face under hydro-

testing condition.

Project: Dhanbad water supply scheme - phase -II

o Elevated Service Reservoir:

. Detailed design of 21 lakh liters(22.5 meters as clear diameter) with

21.0 meters staging above ground cylindrical elevated service

reservoir under Phase - II of Dhanbad Water Supply Project (Dhanbad,

Jharkhand).

Project: Bisalpur water supply 142 MLD WTP -Ajmer (Rajasthan).

o Clear water sump:

Detailed design of central sludge collection sump of internal diameter 12.5

m of 200 cum capacity, the walls are designed as uncracked sections for

tension at water face under hydro-testing condition & cracked section for

tank empty condition.

Project: Giridih water supply scheme 7 MLD WTP -(Jharkhand).

o Pure water pump house:

Detailed design of pure water pump houses at

. 18.0 m x 7.0 m Pure water pump house at khandauli

. 16.5 m x 7.0 m Pure water pump house at Chaitadih

Project: 5.7 MLD WTP at Osmanabad - Maharastra

o Clariflocculator - 18 m diameter

Detailed designs of Clariflocculator of internal diameter 18 m, the walls

are designed as uncracked sections for tension at water face under hydro-

testing condition.

Project: 33.39 MLD WTP at Haringhata Block - Nadia District - West Bengal

o Clariflocculator - 30 m diameter

Detailed designs of Clariflocculator of internal diameter 30 m, the walls

are designed as uncracked sections for tension at water face under hydro-

testing condition.

o Backwash Recycling Tank

Detailed design of backwash recycling tank of internal dimensions 39 m in

length and 15 m in width and 2.65 m in height of 1260 cum capacity, the

walls are designed as uncracked sections for tension at water face under

hydro-testing condition.

o Clear water reservoir:

Detailed design of clear water reservoir of two compartments of internal

dimensions 11.30 m in length and 7.9 m in width and 3.55m in height of 450

cum capacity, the walls are designed as uncracked sections for tension at

water face under hydro-testing condition.

Project: Bay Park Hotels and Resorts Private Limited. - Yendada,

Visakhapatnam, AP, India.

o Residential Buildings:

Detailed engineering design of various civil structures highlighted as

under:

. Junior Suite Building: The internal size of the total building is 10.6

m length and 6.0 m width. The super structure consists of RC beams,

columns and hipped plate roof slab, 230mm thick brick wall all around.

The roof loads are transferred through structural columns to the bottom

of foundation.

. Typical King Suite 1st & 2nd Level Building: The internal size of the

total building is 75.74 m length and 10.7 m width, with an expansion

joint provided at 32.2 m from the left end. The super structure

consists of RC beams, columns and slab, 150 mm thick brick wall all

around. The roof loads are transferred through structural columns to

the bottom of foundation.

. Typical King Suite 3rd & 4th Level Building: The internal size of the

total building is 93.9 m length and 10.7 m width, with an expansion

joint provided at 40.0 m from the left end. The super structure

consists of RC beams, columns and slab, 150 mm thick brick wall all

around. The roof loads are transferred through structural columns to

the bottom of foundation.

Project: IISCO Steel Plant - (Burnpur -West Bengal).

o Industrial Buildings:

Detailed design of RC buildings as highlighted below:

. Cast-house Mud gun & Drilling Room: The internal size of the total

building is 12 m length and 8 m width, the super structure consists of

RC beams, columns and slab, 250 mm thick brick wall all around. The

roof loads are transferred through structural columns to the bottom of

foundation.

. Hot Stove - Hydraulic room: The internal size of the total building is

18.4 m length and 10.4 m width, the super structure consists of RC

beams, columns and slab, 250 mm thick brick wall all around. The roof

loads are transferred through structural columns to the bottom of

foundation.

Project: Seabird Olympic size swimming pool at Karwar, Karnataka.

Detailed design of RC structures as highlighted below:

. Swimming pool: Swimming pool is an underground water-tight reinforced

concrete structure, ground water table is located 1.5 meters below

natural ground level.Hence there will be uplift pressure on the floor

of the swimming pool when it is empty. Therefore, the affect of uplift

pressure is counteracted by adding dead weight in the form of plum

concrete.

Earth pressure and submerged water pressure are taken upto top of

RCC of floor slab only. Below the top slab, since out side soil

pressure will be counteracted by the PCC filling. Hence, there will not

be any differential pressure below the top slab.

The intended use of the structure is for sporting events such as

racing and diving. Internal dimensions of the structure are as under:

. Racing Pool

Internal length of the pool = 50.0 m

Internal width of the pool = 25.0 m

Depth of the pool below NGL = Varies from 2.0 m to 1.2

m

Type of foundation adopted =

Open foundation

. Diving Pool

Internal length of the pool = 22.90 m

Internal width of the pool = 18.30 m

Depth of the pool below NGL = Varies from 5.13 m to

3.588 m

Type of foundation adopted =

Open foundation

. Diving pool platforms & Staircase

Diving Pool Platform at 5.54 m level

This cantilever platform is located at +5.54 M level from natural

ground level (NGL= +3.00 M level) and the cantilever slab is supported

by a beam projecting from the column, which is resting on a footing.

Access to the platform is provided by a single flight staircase from

+3.0 m level to +5.540 m level,loads are transferred from slab to the

supporting beam via column to the footing (open foundation) located 2.0

m below NGL.

. Diving Pool Platforms at 7.96 m, 10.48 m, 13.0 m level and staircase

column

These cantilever platforms are located at +7.96 M, 10.48 M and 13.00 M

levels respectively from natural ground level (NGL+3.00 M level ) and

the cantilever slabs at +7.96 M, 10.48 M and 13.00 M levels are

supported by beams projecting from the columns, which are resting on a

pile cap. Access to the platforms is provided by a staircase from +3.0

m level to +13.00 m level,supported by a wall like column,loads are

transferred from slab to the supporting beam via column to the footing

(pile foundation) located at 3.0 M level.

Design to bill of quantities for tender purpose of the following projects

Project: BUIDCL- 220 MLD WTP at Patna ( BUIDCL- Bihar)

Job responsibility includes overall coordination between inter departments

and Design to bill of quantities of various civil structures including 52

m diameter clariflocculator, 21 m diameter sludge thickener, back wash

reservoir tank.

Project: Navada- Budhel-Botad-Water Supply scheme (GWIL- Gujarat)

Job responsibility includes overall coordination between inter departments

and Design to bill of quantities of various civil structures including 10

ML RWR at Navada, 8 ML RWR at Budhel, RW Pump house at Navada.

Project: 16 MLD Sea Water Desalination Project ( SOHAR Industrial Area -

OMAN)

Design to bill of quantities of various sumps, designed as cracked sections

restricting the crack width to 0.1 mm

o Underground service reservoirs

. 16000 m3 GSR - Process water reservoir -Design & bill of quantities.

. 1000 m3 GSR - Brine Pit- Design & Bill of quantities.

. 84 m3 GSR - Neutralization Pit-Design & Bill of quantities

Project: 100 MLD WTP -Meerut (Uttar Pradesh).

. Elevated Service Reservoir:

. Design to bill of quantities of 25 lakh liters (2500 CUM) Intz elevated

service reservoir under Meerut Water Supply Project.

Project: 33.39 MLD WTP at Haringhata Block - Nadia District - West Bengal

o Backwash Recycling Tank

Design to bill of quantities of backwash recycling tank of internal

dimensions 39 m in length and 15 m in width and 2.65 m in height of 1260

cum capacity, the walls are designed as uncracked sections for tension at

water face under hydro-testing condition.

o Clariflocculator

Bill of quantity for Clariflocculator in various projects as highlighted

below:

Sl. Project Diamete

r in

No: mts

1) HAL - 15 MLD WTP (Koraput 21

- Orissa)

2) Naya Raipur 52 MLD WTP 37

(Raipur -Chattisgarh).

3) Chakdah Water Supply 32

Project 32.74 MLD WTP

(Nadia District, West

Bengal).

4) 114 MLD Water Treatment 57

Plant at Rukka, Ranchi

5) 100 MLD Water Treatment 52

Plant at Varanasi

6) 220 NLD WTP at Patna - 52

BUIDCL

Project: Hogenakkal Water Supply Project - Package - II (Tamil Nadu)

Design to bill of quantities for various elevated service reservoirs, the

container is designed as cracked section restricting the crack width to

0.2 mm.

. Intz Tanks

. 6 lakh liters (600 m3 ) ESR -16 m staging

. 3 lakh liters (300 m3 ) ESR -16 m staging

. 1 lakh liters (100 m3 ) ESR -16 m staging

. Cylindrical Tank

. 30000 liters (30 m3 ) ESR -16 m staging - Design & Bill of quantities

. Rectangular Tank

. 10000 liters (10 m3 ) ESR -6 m staging - Design & Bill of quantities.

Project: Ranchi Water Supply Scheme - Jharkhand

o Underground service reservoirs

Design to bill of quantities for various elevated service reservoirs, the

container is designed as uncracked section.

. 35.9 lakh liters (3590 m3 ) GSR - Design & Bill of quantities

. 27.1 lakh liters (2710 m3 ) GSR - Design & Bill of quantities

. 11.60 lakh liters (1160 m3 ) GSR - Design & Bill of quantities

Project: 200 MLD Sea Water Desalination project (Krishnapatnam-Nellore -

AP)

o Canopies

. Design to bill of quantities of various canopy (structural steel)

buildings including Chemical dosing canopy, UF Reject Water canopy, UF

Pump canopy, UF CO2 storage pump canopy, UF back flush canopy, Fire

pump canopy, DG Air compressor canopy, DE-Sludging building canopy, RO

CIP & Flushing Pump canopy, Service pump canopy, DAF Feed pump canopy,

Reject water pump house canopy and Design to bill of quantities of

Reverse Osmosis Building super structure.

o Buildings

. Design to bill of quantities of Electro chlorination building.

iII. P S Consultants, Santa CRUZ (E), Mumbai.

01 Year (January 2007 - February 2008) as Structural Design Engineer,

Job Responsibilities

Design of civil structures of sewage & water-treatment plants, pump houses,

as highlighted below:

Project: National Program of Water Supply and Sewerage System for Tripoli

Region.

o Water Supply & Sewerage System for Settlements.

The Government of Libya, in association with National Consulting Bureau has

proposed "National Program of Water Supply and Sewerage System for Tripoli

Region" for 33 settlements in Libya. The undersigned was involved in the

design of the following structures.

. Ground water reservoirs

. Sewage Treatment Plants

. Water Treatment Plants

. Pump houses

. Preparation of Bill of Quantities as per the latest BS Codes &

Standards.

Project: Jumeirah Golf Estates STP & Related Collection and Irrigation

Systems at U.A.E.

Palm Water, UAE invited tenders for a huge STP (of 220,000m3) proposal

at Jumeirah, covering an area of about 1, 00, 000 sqm. M/s

P.S.Consultants in association with M/s Shah Technical Consultants,

Mumbai have been entrusted the pre-tender preliminary civil &

distribution system design.

Project: Jindal Poly Films Pvt ltd, Igatpuri, Nasik, Maharashtra.

Job involved detailed analysis, design and detailing of post -tensioned

beams of 17 meters in span.

Project: Lalit Lawns Pvt Ltd, Nagpur, Maharashtra.

Job involved detailed analysis, design and detailing of post -tensioned

beams of 17.9 meters in span.

IV. United Nations Development Program

02 Years (April 2004 - January 2007) as National United Nations Volunteer

(NUNV) Seismic Engineer - Urban Earthquake Vulnerability Reduction Program

- Vijayawada City - a sub-component of Government of India and United

Nations Development Program Disaster Risk Management Program- Implemented

under the guidance of the Commissioner Vijayawada Municipal Corporation.

Job Responsibilities:

o Coordinating and facilitating State, District and the Municipal

Administrations in the implementation of the project.

o Facilitating in amending the Building Bye-laws of Local Bodies to enforce

Earthquake Resistant Designs & Construction of Buildings including the

Extensions/Modifications in the existing buildings and enforcement of

techno-legal regulatory media required during the stages of building

permit, construction, completion certificate, occupational permit, annual

renewal certificate.

o Facilitating / organizing Training and Capacity building programs of

engineers and architects in earthquake resistant design of structures and

safe construction practices.

o Facilitation of City level Community Based Disaster Preparedness

Programs.

o Awareness Generation among the community.

SOFTWARE proficiency:

All the above designs were carried out in a fully automated way, with the

help of modern computer facilities. These include,

Analysis using STAAD Pro 2007, STAAD Pro V8 i

Design of various R.C.C works using following aids

. Self developed functions in Microsoft Excel Spread Sheets for the

design of various R C elements in Indian Codes.

. Microsoft Excel Spread Sheets for the design of various R C elements

developed by British Concrete Association.

ACADEMIC PROFILE:

Post : Master of Technology in Structural

Graduation Engineering

Year : 2003

College / : Manipal Institute of Technology,

Institute Manipal, Karnataka

Position : First Division

Graduation : Bachelor of Technology in Civil

Engineering

Year : 2000

College / : Bapatla Engineering College, Bapatla,

Institute Andhra Pradesh

Position : First Division

Personal Information

Marital status: Married

Nationality: Indian

Date of Birth: 06-08-1978

Present Address: H - 1, Prakrti Apartments,

Vijaya Nagar, 100 Feet Bye-pass Road,

Velacheri, Chennai

PIN - 600 042.

Phone: +91-893**-***** (Mobile),

+91-44-224*-**** (Land Line)

Email: *************@*****.***

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