RESUME

Name : K.P.R.V.Sudhakara Rao

Father name : K.V.N.Narasimha Rao

Date of Birth : 05 – 08 – 1970

Sex : Male

Religion : Hindu

Nationality : Indian

Present address : K.P.R.V.Sudhakar rao,

Sangidi gunta, Block no :104

SriSaidurga Towers,

Guntur,

Andhraparadesh

Mob no : +91-893*******/939-***-****

Email address ac5ail@r.postjobfree.com

Education qualification: Diploma civil Engineering.

Year of Passing: Diploma-Civil: July 1990) &

( B.Tech- Civil: 2008.) Correspondence

Experience: 26 YEARS.

Having 26 years vast experience with Multinational Construction contracting companies. Executed more than 6 Nos of ports Mundra Port, Ganagavaram Port Vizag ( Adani Terminal) Indonesia ( MEC coal and Bauya Projects) Ennore Port( Container Terminal and Vizhinijam Port Construction is under Progress. Jetty Constructions( Approx 24 Nos), Coal Yard Development and Container Terminals and Break water Construction ( Ganagvaram and Bauya( Indonesia) have been handled independently. Details listed below:

Marine Structure: Marine Jetty, Quay, Port & Harbor Development, Container Terminal Development, Shore based Industries & Infrastructure, Onshore & Offshore Structure, Break water / Cofferdams, Storage Yard, Ware House, Jetty Maintenance, Fender & Bollard maintenance, Dredging job etc.

Pile & Diaphragm wall Foundation: Bored cast in situ RCC piles from 400mm to 1500mm by conventional & Using Rotary Rigs, Marine jetty piling, Raker Piling, Pile Load Testing, Soil Improvement Jobs and steel piles.

Quarry Operations for Break waters

Civil Industrial Projects: Ware Houses, Cement Plant, Tank Farm Project, Power Project, Railway Projects and Bridges and Heavy Foundation s and Conveyor foundation and Stacker and Reclaimer Foundation etc

Terminal / Yard: Container Terminal Yard development and Bulk & Coal Yard development all Civil works Etc.

Building Construction: Industrial & Commercial Building,

Mechanical work: Marine Piling Platform, Conveyors, Jack up platform, Pre-Engineered Building (PEB), Erection Job etc.

Specific knowledge in coordinating contract packages, constructability review, site plan management, tracking construction progress, planning/scheduling, material approval, procurement and installation. Estimation of quantiles, confirming to the contractual specification and standards. Possess strong leader ship qualities, good all sound knowledge of site engineering, project management, with excellent interpersonal and problem-solving skills, Planning and organizing activities. Good office administration and management skills. Extensive knowledge and experience in all construction and supervision. Excellent attention to detail and a result oriented focus. Intellect and strong communication skills to coordinate team and contractors.

1.Preparation of project schedule

2. Monitoring & controlling the projects with respect with respect to physical& financial progress, time, cost, resource, deployment& utilization.

3. Working out the financial (project budget as well as annual budget)

4. Analyzing the gap between the planned vs actual and highlight analysis, unit cost analysis.

5. Working out the resource requirement (manpower, equipment& material etc. so as to full fill the construction schedule prepared).

6. Preparing the construction schedule (overall, annual and updates) in construction with the project team and CEMG and ensure that all concerned are aware of plans.

7. Conducting weekly progress review meeting with client& section heads.

8. Having Exp. In Execution, planning, daily site management, Site execution, Liasoning billing, project control, quality analysis, vendor management, project activity analysis

9. Presentation of status of project in Project Review Meeting with client, design consultant & interface agencies in monthly basis.

10. Review monthly cost forecasting summaries.

11. Conducting weekly progress review meeting with client & section Heads. Issue monthly progress report and invoicing to consultant and client including final hold backs

12. Transaction to the job site office for manpower equipment requirement.

13. Monitor and maintain the project construction schedule on a weekly basis)

14.. Manpower planning at site and HO.

15. Analyzing the gap between the planned vs actual and highlight analysis, unit cost analysis)

16. Monitoring& controlling the projects with respect to physical& financial progress, time, cost, resource, deployment &utilization.

NAME OF THE ORGANIZATION: Dev Mineracao S.A ( Brazil) – DP Jindal Group ( India)

From: July 2017 TO till date

Designation: Port Head (CONSTRUCTION & OPERATION)

Project: -Planning, Construction development and Operational of Iron Ore Terminal at Brazil

The Port of Santana is a river Port in Amazon region and an Iron ore Terminal. The Iron ore terminal is dedicated to export Iron ore fines .In the context of Amapa Project (Ex Zamin) controlling stakeholders of Amapa Project D P Jindal group (Indian) now controls this project, which is an integrated Mine- Railway- Port system. Port operates on an 11.5 meter draft and operates with Handy max vessels. and are in the process of the mine railways and the port

a)Installation, testing and commissioning of a transportable Berthing/Loading Facility including, Bulk Ship Loading by two ship loaders of type TS1550 and conveyor lines of total 2x 2000 Ton/Hr

b)Dredging and reclamation

c)An approximate quantity of 1.5 Mill m is estimated for dredging of the project

d) Diaphragm wall :Construction of consisting RCC deck supported on diaphragm wall and with Raker piles aprox 1000 Mtr long

I.Back Up Yard with MHS

a)Stackers 2000TPH -2Nos

b)Reclaimer 2000TPH-1 No

c)wagon unloaded with belt feeders

d)Conveyor with belt conveyor system along with equipment’s

e)Transfer Tower erection ( TC006 B) with hoppers& Feeders

f)Conveyor Foundation, Fabrication and installation of Trestles with Belt conveyor system along with equipment’s like Metal detectors,Belt weighers shall be provided

g)Shuttle head

h)Diverter Gates

i)Transfer Towers along with monorails and hoists – Lot

j)Fire Fighting system – Lot

II.Utilities, Roads, Drains & Buildings,

Water supply system (main and distribution network). Water supply requirement for operational buildings and utilities shall be drawn from nearby port mains and suitable- provisions are to be made for the pipelines etc .

drainage system If required

Pump/compressor house

Work shop to be developed.

Toilet block

Chain link Fencing

III.Electrical / IT / Automation

Substation

External Power source -

Supply, Installation, Testing & Commissioning of Transformers, breakers, NGR Panel, Capacitor banks, LT Panels, HT/LT & Control Cables, High masts & Light poles, Electrical and automation of various MHS incl., Conveyor system etc

Internal power to various buildings & Building Lighting

Earthing & Lightening protection

Automation of the port facilities

IT set up

IV. Railways -190 KM

a.Earth works, Culverts. Surface drainage

b.Railway Bridges

c.Rail Replacement

d.Sleepers Replacement

e.Ballast

f.Fasteners

g.Locomotive repair and maintenance

h.Wagons Repair

i.Work shop renovation

NAME OF THE ORGANIZATION: Howe Engineering Projects ( I) Pvt Ltd.( Part of Adani Group)

From: May 2011 TO till June 2017

Designation: General Manager(Construction)

Project: -Planning, Construction and development of Vizhinjam International Container Terminal Project.

Construction of 3100-Meter-Long of Main Breakwater with Rock core 10 – 1000ks and Armour rock of 2- 4 tons (7.5 Million Tons) and Lee breakwater of 600 meters as per gradient and survey works of breakwater. Construction of sea wall and wave wall. Placing of 40,000 numbers of accropode II blocks of 5 & 6 Cum.

Break Water Construction

1.Formation of breakwater from Fishery Spur to Roundhead 1. Continue end on dumping along with marine support from spur towards the main & remaining alignment of breakwater.

2. Temporary load out facility could be used from two alternatively locations in TN 3. Filter and toe will be built on both sides of the breakwater

4. Self-Propelled Split Hopper Barges and Dumb Transport Barges shall be loaded with stones and taken to location of dumping.

5. As the stretch proceeds, necessary protection of primary and secondary armour will be provided using combination of marine placement and end on dumping.

6. These activities would continue till completion and as permitted by limiting weather conditions.

Jetty Construction

Construction of Jetty 800 mtr Long with 610 nos Bored Cast Insitu Piles in various dia 1400 and 1500 and 1300 mm dia.

Dredging and Reclamation: 6.4 Million Cub mtr dredging and 56 Hectors land reclamation development

Container Yard Development with ancillary buildings

Road connectivity from Port to National Highway

Construction and development of Container Terminal at Ennore Port

Adani group developed a Container terminal. The total plan terminal is 1.6 Mill TEUs at the proposed location.

.

The Main elements of the terminal project as

1. Planning design and construction of 460 Mtr long berth with protection work to cater to the berthing requirement of -18 m draft vessel.

2. Dredging shall be carried out up to -18.00

3. RMQC

5. RTG

7. Development of Container Stock Yard area( 400x 500 ) Sq.Mtr

9. Railway Loading

Construction and development of Bulk Terminal at KARANG TARAJE PORT PROJECT (INDONESIA)

Designation: - Chief Engineer (Construction)

GAMA Group (Adani Wilmar) in Indonesia and CEMINDO cement manufacturer plan to invest in Bayar to built a cement plant with a daily output of 10,000 tons. The proposed project is located at west of TARAJE strait, Puerto town, in Banter province Indonesia and it faces towards south of the Indian Ocean. And it is about 55km from the Princess Port. According to the requirement of the factories and the subsequent production and sales, the appropriate import and export berth will be constructed.

Main construction projects include:

1.Breakwater Construction up to -15.00 Contour

2.Barge jetty 2000DWT

3.one 70000DWT berth,

4.one 30000DWT berth,

5. two 10000DWT berths

6.Ancillary works

7.Storage yard

8.Conveyors

Construction and development of Coal Terminal at EQ1 Berth at Visakhapatnam Port

Designation: - Associate General Manager (Construction)

Adani group developed a steam coal handling terminal. The total capacity of the terminal is 6.41 MMTPA.

.

The Main elements of the terminal project as

1. Planning design and construction of 280 Mtr long berth with protection work to cater to the berthing requirement of -16.1 m draft vessel.

2. Dredging done up to -16.10

3. Ship unloader-2nos

4. Mobile hoppers-2 nos

5. Conveyor galleries- 3700 Mtr

6. Stacker & Reclaimers – 2nos

7. Development of stock pile area 100,000 SQMtR

8. Wagon loading system(SILO)

9. Railway system

NAME OF THE ORGANIZATION: MEC COAL, Jakarta - Indonesia

Designation: -Port (Infrastructure)

From: July 2009 to May 2011

Projects: Planning, construction and development of Coal Terminal including local government deals, land purchasing from locals mine, Port & Railway land 130 km long with 100 mtr stretch

MEC coal is developing the coal mine Muara Wahau district of East Kalimantan. The annul coal production begins in 2012 in 17 MT per Annam and increases progressively up to 34MTPA by 2014. The coal is to be transported by railway system from the mine to the port located about 130km away.

A ship loader jetty is to be built for loading of the coal from the on shore storage area at the port to the berth located about 4000 mtr away from the shore line.

The berth is cater for a range of bulk carriers from Handy max of 50, 000 DWT to Capsize of 240,000 DWT .Dual quadrant ship loaders are to be installed for loading of coal to bulk carriers.

NAME OF THE ORGANIZATION: Lanco Infratech LTD, AP

Designation: Asst General Manger - Ports.

From: Oct 2008 to July 2009

Projects: Planning and development of Vizhinjam port project &

Construction of UDIPI POWER project

Initial project planning and estimation of vizhinjam Port

TOR draft finalization

Different options for development of Vizhinjam port

Organized and scrutinize of Project consultation

Udipi Power Plant 1200 MW: In charge for civil construction work

ESP and Main Plant structures

All Major foundations

Duct supports

Control room and Substation buildings

Boiler foundations

Cooling tower

Roads and Drainages

Internal Paving and etc

NAME OF THE ORGANIZATION: GANGAVARAM PORT LTD., VIZAG, AP

Designation: Sr. Manager - –Marine, Breakwater & Onshore.

From: Dec 2006 to october2008

Projects: Construction of five berths with a total quay length of 1460 mtr

Length of Coal berth –320 mtr and draft –19 50mtr

Length of Iron ore berth –340mtr,and draft –19 50 mtr

Length of other dry bulk berth –275mtr,and draft -15.50 mtr

Length of Multipurpose–285mtr, and draft –15.50mtr

Length of General cargo berth –240mtr, and draft –14.00 mtr

Break Water construction 2.6 km long ( North and south)

Stock yard development 0.5 MT capacity

Material Handling conveyors & Equipment foundations

Closed Godowns

Open stock yards etc.

The basic Structural elements for this project consists of

496 nos Bored cast in situ piles 1200 mm dia

318 nos Bored cast in situ piles 1400 mm dia

100 nos Bored cast in situ piles 1000 mm dia

250 nos Bored cast in situ piles 500mm dia

95000 cum in- situ deck concrete

Pre cast cross heads

Pre cast deck planks

Under deck dredging

Slope protection under deck

Ground improvement work with stone columns

Site grading 25,00,000 cum

Paving-50,000 sqmtr

Transit shed-18000 sqmtr

Open stock yard 125000 sq mtr

B) Site grading, Storage yards, Roads & drainage.

C) Buildings.

D) Water supply, Sewage and Effluent treatment.

E) Break water construction: North (1600 Meter) & South Break water( 2100 Meter) Long

NAME OF THE ORGANIZATION: MUNDRA PORT & SEZ LTD., MUNDRA,

GUJARAT

Designation: Deputy Manager (Construction Manager) - In-charge for offshore and onshore Construction activities.

From : Nov.1995 to Dec 2006

Projects : Construction of Multipurpose berth

Railway major bridge

Container Terminal &Yard

Construction of Terminal –2

Closed godowns

Dredging & Reclamation

Open stock yards

Material handling – Civil works

Break water

Soil improvement

NATURE OF WORK

The above project consists of following construction activities: -

A.Construction of Multi-purpose terminal::

The work consists of bulk & chemical jetty: - Approach 572 mtr long x 12 Mtr wide and 216.5mtr x31 mtr. (Western berth) with a seabed level of 15 mtr below char datum and a eastern jetty 166 mtr. x 31mtr. (Eastern berth) with a sea bed level 15 mtr blow char datum. Both jetties connected by a 202 Mtr long and 10mtr wide access bridge along with barge jetty. 5nos mooring dolphin installed adjacent to the bulk & chemical jetty.

The basic Structural elements for this project consists of

720 mtr ruble bund

572 mtr. Long, Main approach and 12-mtr width: Circular hallows pre cast pre stressed concrete piles. (1.2 mtr dia83 Vertical piles & 61 Raker piles)

216.5 mtr. Western berth (109 steel piles 97 Circular hallow pre-cast pre-stressed concrete piles)

166 mtr long Eastern berth (60 pre-cast pre-stressed concrete piles and 193 steel piles.)

202 mtr long approach cum mooring dolphin (46 pre cast pre stressed concrete piles and 50 steel piles.)

Barge berth (12 nos. Bored cast- in- situ piles)

Mooring Dolphins 5 nos. (Total 5 nos. PSC piles and 24 steel piles)

Pre cast RCC cross heads

Pre cast pre stressed concrete deck planks

Steel bridges to connect the dolphins to the bulk & chemical jetty.

B. Construction of major Railway Bridges

The basic Structural elements for this project consists of

PSC T- girders 12.20 mtr long –36 spans

Pre-cast yard: 66 post tensioned girders

108 pre-stressing slabs

Open foundations

Circular piers

Flares

B.Construction of Container Terminal

Container Terminal for construction of 632 mtr. Long quay. Main berth width of 34 mtr. Berth is designed for handling Ultra Post Panamax Quay Cranes. & Container yard. The consultant for this work is CGR-Australia and the contractor M/s. Skanska Cementation India Ltd.

The basic Structural elements for this project consists of

725 mtr Diaphragm wall and thick ness 1000mm

725 mtr long Anchor wall and thick ness 750mm

490 nos Bored cat in situ piles 900 mm & 1200 mm dia

24000 cum in- situ deck concrete

Pre cast cross heads

Pre cast deck planks

Under deck dredging -8Lakhs cum

Slope protection under deck

Ground improvement work with band darins-7 lakh mtr

Stone columns

D. Repair & Rehabilitation of Multi purpose berth due to earth quake Jan 2001

Under water repair PRE STRESSED CONCRETE Hallow piles

Pile muffs repaired below the deck

Expansion joints repaired bellow the deck.

E. Construction of Closed godowns plinth area 75000 Sq mtr.

F.Construction of Terminal-2.:-

BASIC GEOMETRY/STRUCTURAL CONFIGURATION

FREE STANDING STRUCTURE

LENGTH-575MTR, WIDTH-47.80MTR

APPROACH BRIDGE

•Design & Construction of 51.5 m x 22.65 m Piled Approach for the Berth.

•Design & Construction of Rock Bund over Geo textiles at the Landside of the Approach.

•ONE NUMBER MOORING DOLPHIN.

•Total Piling scope 663nos. of 1300 mm dia. piles.

•Pile depth varies from 25m to 30 m below the Dredged level. Dredged level varies from 13.3m to 18.00m, founding level at Approx 43.00m.

•Superstructure works involve Cast-in-situ Headstocks over the piles with pre cast slab panels over it. The top finishing surface constitutes of Cast-in-situ slab.

NAME OF THE ORGANIZATION: L & T ECC GROUP

Designation : Engineer

From : Dec.1994

To : Nov.1995

Project : L & T Cement plant, Rajula, Gujarat.

NATURE OF WORK : (Industrial structure)

Raw mill building

Heavy machinery foundations.

Conveyor foundations and super structure and pre cast panels.

NAME OF THE ORGANIZATION: GEOTECH CONSTRUCTION CORP.-COCHIN

Designation : Site Engineer

From : May 1993

To : Dec. 1994

Projects : Konkan Railway, major bridges.

NATURE OF WORK :

Marine piles 1200 & 1500 dia piles

Sub structure work

Pre stressing box girder 33 mtr. Span.

Launching of the PSC box grinder (500 Mt) done by portal system

25 mtr long pier & pier cap

NAME OF THE ORGANIZATION: GEOTECH CONSTRUCTION CORP.-COCHIN

Designation : Piling in-charge

From : Oct.1991

To : May 1993

Project : Madras Refinery Ltd., NagapattanamT.N.

B.H.P.V. at Nagapttanam

NATURE OF WORK:

Bored pile cast-in-situ piles 400 dia -1500 nos.

Under reamed piles -1600 nos.

Bored piles (power plant 600 dia- 250 nos.

NAME OF THE ORGANIZATION: GEOTECH CONSTRUCTION CORP.-COCHIN

Designation : Supervisor

From : July 1990

To : Oct.1991

Project : Vishakhapatnam Port Trust-NMDC

NATURE OF WORK :

Conveyor Foundations: Bored cast-in-situ piles 600 mm dia &1000 m dia - 400 nos.

Super structure work

NAME OF THE ORGANIZATION: CHOWDARY CONSTRUCTION, ELURU

Designation : Supervisor

From : Apr.1990

To : July 1990

Project : PWD, Road & Bridges Dept. at Eluru

NATURE OF WORK:

NH 5 Road Bridge – Well foundations

KPRV SUDHAKAR RAO.

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