curriculum vitae · professional development details 1- certified lead auditor - iso 9001: 2008 ,...
TRANSCRIPT
CURRICULUM VITAE
Name Rais Mobile 7517001533(Indian )
Email add raismirrorgmailcom Skype Id raismirror
CAREER SUMMARY
A PROFESSIONAL TECHNICAL CIVIL STRUCTURAL DESIGN ENGINEER SPECIALIZING IN
STRUCTURAL ENGINEERING HAVING 13+ YEARS ACTUAL PRACTICAL WORK EXPERIENCE IN
ALL PHASES OF LARGE SCALES OIL amp GAS MAITIME EXECUTION OF SUBSTATIONS JETTY SUBSEA PIPE LAYING CONSTRUCTION PROJECTS WITH REPUTED CONSTRUCTION
COMPANIES COMPLETED amp HANDED OVER THE PROJECTS TO CLIENT ACCORDING TO
SCOPE OF WORK amp WITHIN STRICT TIME LIMITS
EMPLOYMENT CIVIL STRUCTURAL ENGINEER ( EARTHQUAKE RESISTANT DISASTER
MITIGATION PROB IMPACT DESIGN )
STRUCTURAL ENGG SECTORS EXP IN ( OIL ampGAS HYDROCARBON PETROLEUM STRUCTURES
MARITIME EXECUTION OF SUBSTATIONSPIPE RACK INSTALLATIONS BORED PILING DEEP
FOUNDATIONS CAVITIES VIADUCTS EARTHWORKS POWER PLANTSREFINERY METRO RAIL UTILITY PIPING LAB TESTING )
EDUCATION PG (M TECH STRUCTURAL ENGINEERING ) GRADUATION (BACHELOR OF CIVIL
ENGINEERING)
WORK EXPERIENCE 13 YEARS 6 MONTHS (5YEARS 4 MONTHS INDIAN) (5YEARS 8
MONTHS OVERSEAS MUSCAT OMAN) (CURRENT OVERSEAS- 2-YEAR 6 MONTHS MANAMA
BAHRAIN)
COMPUTER SKILLS Operating Systems Windows 9x2000 XP vista MS Office 2017 MS
Word Microsoft Lyc2010Outlook lotus PowerPoint Access Drafting Package AutoCAD 2008 2009 LT20015 3D Mix Structural Designing Package BOCAD SP3D SACS 51 Staad Pro V8iSAFE
PROKON SAP2000 (Structural)Etabs Microsatation Inroads Sketch Up Steel design
Concrete Design Planning package Primavera p6 P5 amp P3 Programming Mat Lab SAP (Scheduling rescheduling PCNF CNF Accruals and
Service entries etc (in PDO-Petroleum Development of Oman) Volcal (Roads amp Canal Earthworks) Geotech Package gINT GEO05 Geoslope Slide phase2 L-pile GGU
Stability PIT Pile Driven Monitor National Level Staad Certified Engineer MS CIT Passed out Certificated Engineer
Professional Development Details 1- Certified Lead Auditor - ISO 9001 2008 2015 2- Certificate of Chartered Engineer (INDIA) in Civil Engineering Division from the
Institution of Engineers (India) In February 2013 (Established1920 incorporated by royal charter1935) 8Gokhale Road Kolkata India(wwwieindiaorg)
3- Bahrain Engineers License (CRPEP) Grade B Registration No EPP C2239 CE03-B Date of Issue 09062019 Valid Until 26062020 CP R NO 841072116
4- Public Works Department (PWD) LATUR Municipal CouncilLicense Directorate General of Employment amp Self Employment Maharashtra State Govt (India) Civil Engineer License No FS-3289EMS 612006
5- OILPETROCHEMICAL INDUSTRY SAFETY COURSE FOR SUPERVISORS Successfully completed Approved by Ministry of manpower Sultanate Of Oman Course date 02062008 to 10062008
6- SAFETY INSTRUCTION COURSE FOR SUPERVISORS (MANHOLE) amp Occupational Health amp Safety successful Completed Approved by Ministry of Manpower Sultanate Of Oman
7- Permit To Work Applicant of Bahrain Petroleum Company (BAPCO) Aluminum Bahrain (ALBA ) BANA GAS Tatweer Petroleum GPICamp Petroleum Development Of Oman ( PDO ) Kingdom Of Bahrain
8- ldquoConfined Space Trainingrdquo BUREAU VERITAS Certification (BAHRAIN) ISO90012008
9- Basic Offshore safety Induction amp Emergency Training (MTC) 10- Knowledge in Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS
1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06
CORE SKILLED QUALIFICATIONS ( STRUCTURAL DESIGN ENGINEER ) EARTHQUAKE
RESISTANT amp DISASTER MITIGATION PROB IMPACT DESIGN 1 Managed a team of engineers and scientists in the design implementation
and validation of commercial earthquake models
2 Defined model requirements with the help of software services team
geophysicists and geologists
3 Actively involved in hazard assessment procedures and design modeling
4 Established and managed group project schedules project component
resources and delivery commitments
5 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection
devices
6 Preparing Detailed Structural Design Calculations Manually Reports Designs
Data and IFC Drawings 7 Making Calculations For Loads and Stresses
8 Designs construction projects by studying project concept architectural
drawings and models Specifications BOQ
9 Sesimic Structural Modeling Analysis Design amp Detailing of RCC and steel
structure
10 Finalization of General Arrangement amp details of Process and other structures
in coordination with Mechanical Electrical disciplines
11 Preparation of Civil amp Structural Project Specifications for RCC amp Steel
12 Perform engineering calculations analysis and design for RCC and Steel
structure
13 Prepares engineering design by collecting and studying reports maps
drawings blueprints aerial photographs and tests on soil composition terrain
hydrological characteristics and related topographical and geologic data
14 Preparation of Estimation BOQ BBS MTQs
15 Provide technical advice on safe designs
16 Analyze configurations of the basic components of a structure
17 Liaise with professional staff such as architects and engineers
18 Preparation of Final Structural Design Report
19 Performing 3D Model Review and Clash Checking
20 Used STAAD Pro V8i ETABS SAP2000( Structural )BOCAD SACS 51
SP3D Softwares
CODE PROFICIENCY IN OIL amp GAS STRUCTURES INTERNATIONAL BUILDING CODES)
1) ACI 318-08 2) ACI 5305301-08ASCESEI 56-08
3) AISC-ASDLRFD Steel Const Manual 13th Ed
4) AISC Seismic Design Manual (2006)
5) ASCESEI 7-05 PROFESSIONAL PROFILE
SrNO
NAME OF COMPANY
DURATION
CURRENT
DESIGNATION
FROM TO YEARS
1
Arabian International Contracting( AIC)
WLL
Kingdom Of Bahrain CR No 10684-1
wwwarabintalcom
November
2017
March 2020
2 year 6 months
Structural Engineer
2
Saif Said Saif Al Akzhami LLC
Sultanate Of Oman CR No 1123521
wwwalkhzamigroupcom
December
2011
August 2017
5 Years 08 Months
Structural Engineer
3
Dhanchandra Construction Company
Pvt Ltd Latur Maharashtra State
India Registration No 13476 PWD
LATUR Maharashtra
July
2006
December
2011
5 Years 04 Months
Structural Engineer
Overseas Experience Overseas Experience (November 2017 to March 2020 )
Manama Kingdom of BAHRAIN
EMPLOYER ARABIAN INTERNATIONAL CONTRACTING WLL (AIC WLL) PO BOX NO
20037 MANAMA BAHRAIN PROJECT 1 PROPOSED DESIGN amp CONSTRUCTION OF NEW TRUCK LOADING STATION
AT ALBA JETTY ndash ENGINEERING SERVICES ALBABAPCO MARINE POTLINE 6 ndash
CALCINER PROJECT 2 DESIGN OF BAPCO REFINERY FLUME 3 RESTORATION WORKS FROM
LLPH TO HLPH PROJECT 3 DESIGN OF REFURBISHMENT OF FLUE GAS DESULFURIZATION ABSORBER
TANK) (FGD ABSORBER TANK) ALBA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Area Of Work In
1 Prepared Reports Designs and Drawings ( Pipe Racks Vessels Foundations Filters Foundations Gratings )
2 Managed in the design implementation and validation of commercial earthquake models
3 Defined model requirements with the help of software services team geophysicists and geologists
4 Actively involved in hazard assessment procedures and design modeling 5 Established and managed group project schedules project component
resources and delivery commitments 6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp British Codes Of Practices Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 11 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 13 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD 14 Made calculations for pressures loads and stresses 15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure 17 Analysis and Design of accommodation modules (Living Quarters) for the Y-
Platform in the offshore field 18 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross
access structures cable tray supports flare pipe supports etc 19 Structural Analysis amp design of structural RCC amp STEEL framed structures 20 Design Of Foundation calculations design reviews 21 Design calculations of temporary works amp interpretations 22 Structural Drawings Part plans shop drawingsSectional Drawings
Preparation 23 By Excel Software to prepare design calculations amp import data from structural
modeling software 24 Clashes detection review by BIM ampNWD Models 25 Preparations of structural connection details amp steel fabrication drawings 26 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static Dynamic equipments Vessels Pump Foundations etc
27 Design of Culverts Manholes Valve Chambers Sumps Thrust Block for Supporting UG Pipes
28 Preparation of Road Layout amp Details Paving Layout amp Drainage Systems
Overseas Experience(December 2011 to August 2017) Muscat Sultanate of Oman
EMPLOYER SAIF SAID SAIF AL AKHZAMI LLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN ( PDO GAS PROJECT CIVIL CONTRACTOR ) PROJECT 1 CONSTRUCTION OF SAIHRAWL COMPRESSION DEPLETION PHASE2
(HYDROCARBONGAS) CLIENT PETROLEUM DEVELOPMENT OF OMAN ( PDO ) POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESIDENT DESIGN
Brief description of project SRDC Phase2 includes the construction of four parallel Compression trains with total capacity of 30MMSCMD Of gas Scope of work inspection Performed third part inspection for civil amp structural
works including setting out of structures earthworks including excavations ampbackfilling concrete amp Steel structures Substations buildings Road paving works drainage systemsamp Grading works amp other associated civil work within the plant area QAQC Submittals Review ampprovide inputs on technical submittals including
inspection test plans ( ITP ) Method Statements Material review amp other relevant QAQC Documents required for the project Area Of Work In 1 Prepared Reports Designs and Drawings ( Pipe Racks Vessels Foundations
Filters Foundations Gratings )
2 Managed in the design implementation and validation of commercial earthquake
models
3 Defined model requirements with the help of software services team
geophysicists and geologists
4 Actively involved in hazard assessment procedures and design modeling
5 Established and managed group project schedules project component resources
and delivery commitments
6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection
devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp
British Codes Of Practices amp Methods Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards
ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC
ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite
Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon
according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And
Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI
318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab
11 Designed Concrete amp Steel beam Column Composite Steel Beam And Shallow
amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using
ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall
13 Drafted X-Section of Structural component and connection of the member using
Computer Aid software by AutoCAD
14 Made calculations for pressures loads and stresses
15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure
17 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross access
structures cable tray supports flare pipe supports etc
18 Preparations of structural connection details amp steel fabrication drawings
19 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static
20 Dynamic equipments Vessels Pump Foundations etc
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN
PROJECT 2 DESIGN amp PROPOSED CONSTRUCTION OF AZAIBA COASTOL GRID
13211 KV GIS CONSTRUCTION OF NEW MUSCAT NORTH 380110138 KV BSP (SEC- WOA PROJECT) PETROLEUM DEVELOPMENT OF OMAN PROJECT CLIENT OMAN ELECTRISITY DISTRIBUTION COMPANY POSITION STRUCTURAL CIVIL ENGINEER Scope of Works
Muscat North BSP project Civil works consist of 4 Nos 500MVA Power Transformers foundations with fire walls and crash barriers 3 Norsquos 73 MVA Power Transformers foundations with fire walls and crash barriers 380kV GIS pre-cast building with cable tunnel amp mechanical room 380kV Outdoor GIB SF6 Air Bushing SA CVT amp Gantries foundations 110kV GIS pre-cast building with cable Basement amp mechanical room Double story Pre-cast Control building with cable basement raised floor mechanical room battery communication auxiliary relay test office rooms amp toilets 138kV switchgear building with cable basement Pump house building Gate house building with toilet Modular telecom room capacitor bank foundations PACU foundations Station Service Transformers foundations Precast boundary wall asphalted switch yard (200x1151meters) asphalted access road 8M wide 380kV Power cable tunnel 5M wide power amp control cable tunnels mechanicalcontrol cable trenches electricalcommunication duct banks manholes amp hand holes etc
Areas On Work in
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations amp design reviews 3 Responsible for the analysis and design of all steel frames supporting the plant
equipments such as OFA ports Flue gas ductwork access platforms walkways
etc 4 Prepared Staad models analyzed and designed industrial steel platforms
supporting gas pipes and valves fuel oil pipes switch boxes flue gas ducts OFA
ports Burners secondary steelworks access platforms and walkway 5 Designed for strengthening and modification of existing steelworks to receive new
loads Analyzed and designed for all connections (web angle cleats bolted end plates top and bottom cover plates welds etc) and produced detailed fabrication
drawings 6 Responsible for producing all the detailed connection designs associated with all
steel frames for the entire project 7 Calculated and Prepared Material Take Off (MTO) estimates for all steel work for
various platforms and equipment supports structures 8 All structural design and analysis done as perIndian Code of Standards ( IS456
IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06
BS 5950(steel) BS 8110(Reinforced Concrete) BS 6399(Loadings)
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN PROJECT 3 PROPOSED CONSTRUCTION OF SULPHUR GRANULATION PLANT POSITION STRUCTURAL CIVIL ENGINEER CLIENT PETROLEUM DEVELOPMENT OF OMAN (PDO ) Scope of the Work
The Site consisting of 3 Substations Granulator foundations Operations shelter 4
norsquos Control building Administrative building process utility buildings Maintained
amp warehouse buildings Sulphur Tanks ( max Dia 42 m) process water tanks Firewater tanks Irrigation water tanks Sulphur storage buildings pipe culverts pipe rack foundations amp Convenience foundations
Area Of Work In 1- Design modeling and analysis of building structures
2- Managed design implementation and validation of commercial earthquake models
3- Defined model requirements with the help of software services team geophysicists and geologists
4- Actively involved in hazard assessment procedures and design modeling 5- Established and managed group project schedules project component resources
and delivery commitments 6- Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7- Design of shallow and deep foundation system
8- Structural Design analysis of buildings 9- Seismic assessment of existing structures
PROJECT 4 PDO OMAN TRAIN 4 CONSTRUCTION OF 6NOS CRYOGENIC POST
TENSIONED TANKS ndash AL SEEB POSITION STRUCTURAL CIVIL ENGINEER DISASTER MITIGATION DESIGN CLIENT PDO SULTANATE OF OMAN
Area Of Work In
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations ampdesign reviews 3 Review amp approve design calculations of temporary works ampinterpretations 4 Review amp approve shop drawings 5 Checks attribute of BIM Families used by vendor in BIM model correspond to
preformed data of actual 6 Reviewed Architectural drawing for Commercial and Industrial Building Consists
of Steel Concrete andor Tilt-up Panel 7 Developed subroutine for Steel Joist design 8 Performed Stress Analysis on MCI building
9 Reviewed Shop drawings 10 Prepared Structural Calculation Plans amp Details sheets including 11 Foundation Steel Concrete Title-up Panel Load bearing Wall Shear Wall
Retaining wall JoistGirder Steel Farming Mezzanine
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN (PDO GAS PROJECT) PROJECT 5 a) TANK BUND STABILIZATION amp CIVIL REHABILITATION WORKS IN PROCESS PLANT
AREAS ndash MASIRAIH ISLAND FOR CLIENT PDOndash(PETROLEUM DEVELOPMENT OF
OMAN ) b) REFURBISHMENT OF ADMA OPCO MAIN OFFICE BUILDING ndash MASIRAH ISLAND FOR
CLIENT c) SECURITY SYSTEM IMPLEMENTATION AT MASIRAIH ISLAND FOR CLIENT CNIA
(CRITICAL NATIONAL INFRASTRUCTURE AUTHORITY) d) NEW SULPHUR RUNDOWN PIPELINE ndash DAS ISLAND FOR CLIENT PDO OMAN e) CIVIL WORKS RELATED TO NEW RO PLANT - MASIRAIH ISLAND DURATION 19122015 TO 10102017 POSITION STRUCTURAL CIVIL ENGINEER ( DISASTER MITIGATION DESIGN ) Areas of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages STAAD Pro MathCAD amp Etabs
2- Created the spreadsheets and software programs 3- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with manhour estimation for performing project tasks
4- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
5- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
6- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
7- Design modeling and analysis of building structure 8- Design of shallow and deep foundation system 9- Structural forensic evaluation failure analysis of bridges and buildings 10- Seismic assessment of existing structures
Indian Work experience july 2006 to December 2011
EMPLOYER DHANCHANDRA GROUP LTD UNDER (HINDUSTAN PETROLEUM
CORPORATION LIMITED INDIA) WITH UNITY BUILDERS amp CONSULTANTS GULBARGA KARNATAKA STATE PROJECT1 (JSPL) -4X600 MW UNITS AT TAMAR CHHATTISGARH THERMAL
POWER PLANT GREEN FILEDamp BROWN FIELD COAL BASED CONNECTED WITH OIL GAS
INDUSTRY BOTH IN ONSHOREamp OFF SHORE WORKS NATURE OF JOB (EPC ON CONSTRUCTION FIELD ENGINEERING amp DESIGN
STANDARDS DURATION 1006 2006 TO 12102008 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
Professional Development Details 1- Certified Lead Auditor - ISO 9001 2008 2015 2- Certificate of Chartered Engineer (INDIA) in Civil Engineering Division from the
Institution of Engineers (India) In February 2013 (Established1920 incorporated by royal charter1935) 8Gokhale Road Kolkata India(wwwieindiaorg)
3- Bahrain Engineers License (CRPEP) Grade B Registration No EPP C2239 CE03-B Date of Issue 09062019 Valid Until 26062020 CP R NO 841072116
4- Public Works Department (PWD) LATUR Municipal CouncilLicense Directorate General of Employment amp Self Employment Maharashtra State Govt (India) Civil Engineer License No FS-3289EMS 612006
5- OILPETROCHEMICAL INDUSTRY SAFETY COURSE FOR SUPERVISORS Successfully completed Approved by Ministry of manpower Sultanate Of Oman Course date 02062008 to 10062008
6- SAFETY INSTRUCTION COURSE FOR SUPERVISORS (MANHOLE) amp Occupational Health amp Safety successful Completed Approved by Ministry of Manpower Sultanate Of Oman
7- Permit To Work Applicant of Bahrain Petroleum Company (BAPCO) Aluminum Bahrain (ALBA ) BANA GAS Tatweer Petroleum GPICamp Petroleum Development Of Oman ( PDO ) Kingdom Of Bahrain
8- ldquoConfined Space Trainingrdquo BUREAU VERITAS Certification (BAHRAIN) ISO90012008
9- Basic Offshore safety Induction amp Emergency Training (MTC) 10- Knowledge in Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS
1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06
CORE SKILLED QUALIFICATIONS ( STRUCTURAL DESIGN ENGINEER ) EARTHQUAKE
RESISTANT amp DISASTER MITIGATION PROB IMPACT DESIGN 1 Managed a team of engineers and scientists in the design implementation
and validation of commercial earthquake models
2 Defined model requirements with the help of software services team
geophysicists and geologists
3 Actively involved in hazard assessment procedures and design modeling
4 Established and managed group project schedules project component
resources and delivery commitments
5 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection
devices
6 Preparing Detailed Structural Design Calculations Manually Reports Designs
Data and IFC Drawings 7 Making Calculations For Loads and Stresses
8 Designs construction projects by studying project concept architectural
drawings and models Specifications BOQ
9 Sesimic Structural Modeling Analysis Design amp Detailing of RCC and steel
structure
10 Finalization of General Arrangement amp details of Process and other structures
in coordination with Mechanical Electrical disciplines
11 Preparation of Civil amp Structural Project Specifications for RCC amp Steel
12 Perform engineering calculations analysis and design for RCC and Steel
structure
13 Prepares engineering design by collecting and studying reports maps
drawings blueprints aerial photographs and tests on soil composition terrain
hydrological characteristics and related topographical and geologic data
14 Preparation of Estimation BOQ BBS MTQs
15 Provide technical advice on safe designs
16 Analyze configurations of the basic components of a structure
17 Liaise with professional staff such as architects and engineers
18 Preparation of Final Structural Design Report
19 Performing 3D Model Review and Clash Checking
20 Used STAAD Pro V8i ETABS SAP2000( Structural )BOCAD SACS 51
SP3D Softwares
CODE PROFICIENCY IN OIL amp GAS STRUCTURES INTERNATIONAL BUILDING CODES)
1) ACI 318-08 2) ACI 5305301-08ASCESEI 56-08
3) AISC-ASDLRFD Steel Const Manual 13th Ed
4) AISC Seismic Design Manual (2006)
5) ASCESEI 7-05 PROFESSIONAL PROFILE
SrNO
NAME OF COMPANY
DURATION
CURRENT
DESIGNATION
FROM TO YEARS
1
Arabian International Contracting( AIC)
WLL
Kingdom Of Bahrain CR No 10684-1
wwwarabintalcom
November
2017
March 2020
2 year 6 months
Structural Engineer
2
Saif Said Saif Al Akzhami LLC
Sultanate Of Oman CR No 1123521
wwwalkhzamigroupcom
December
2011
August 2017
5 Years 08 Months
Structural Engineer
3
Dhanchandra Construction Company
Pvt Ltd Latur Maharashtra State
India Registration No 13476 PWD
LATUR Maharashtra
July
2006
December
2011
5 Years 04 Months
Structural Engineer
Overseas Experience Overseas Experience (November 2017 to March 2020 )
Manama Kingdom of BAHRAIN
EMPLOYER ARABIAN INTERNATIONAL CONTRACTING WLL (AIC WLL) PO BOX NO
20037 MANAMA BAHRAIN PROJECT 1 PROPOSED DESIGN amp CONSTRUCTION OF NEW TRUCK LOADING STATION
AT ALBA JETTY ndash ENGINEERING SERVICES ALBABAPCO MARINE POTLINE 6 ndash
CALCINER PROJECT 2 DESIGN OF BAPCO REFINERY FLUME 3 RESTORATION WORKS FROM
LLPH TO HLPH PROJECT 3 DESIGN OF REFURBISHMENT OF FLUE GAS DESULFURIZATION ABSORBER
TANK) (FGD ABSORBER TANK) ALBA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Area Of Work In
1 Prepared Reports Designs and Drawings ( Pipe Racks Vessels Foundations Filters Foundations Gratings )
2 Managed in the design implementation and validation of commercial earthquake models
3 Defined model requirements with the help of software services team geophysicists and geologists
4 Actively involved in hazard assessment procedures and design modeling 5 Established and managed group project schedules project component
resources and delivery commitments 6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp British Codes Of Practices Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 11 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 13 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD 14 Made calculations for pressures loads and stresses 15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure 17 Analysis and Design of accommodation modules (Living Quarters) for the Y-
Platform in the offshore field 18 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross
access structures cable tray supports flare pipe supports etc 19 Structural Analysis amp design of structural RCC amp STEEL framed structures 20 Design Of Foundation calculations design reviews 21 Design calculations of temporary works amp interpretations 22 Structural Drawings Part plans shop drawingsSectional Drawings
Preparation 23 By Excel Software to prepare design calculations amp import data from structural
modeling software 24 Clashes detection review by BIM ampNWD Models 25 Preparations of structural connection details amp steel fabrication drawings 26 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static Dynamic equipments Vessels Pump Foundations etc
27 Design of Culverts Manholes Valve Chambers Sumps Thrust Block for Supporting UG Pipes
28 Preparation of Road Layout amp Details Paving Layout amp Drainage Systems
Overseas Experience(December 2011 to August 2017) Muscat Sultanate of Oman
EMPLOYER SAIF SAID SAIF AL AKHZAMI LLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN ( PDO GAS PROJECT CIVIL CONTRACTOR ) PROJECT 1 CONSTRUCTION OF SAIHRAWL COMPRESSION DEPLETION PHASE2
(HYDROCARBONGAS) CLIENT PETROLEUM DEVELOPMENT OF OMAN ( PDO ) POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESIDENT DESIGN
Brief description of project SRDC Phase2 includes the construction of four parallel Compression trains with total capacity of 30MMSCMD Of gas Scope of work inspection Performed third part inspection for civil amp structural
works including setting out of structures earthworks including excavations ampbackfilling concrete amp Steel structures Substations buildings Road paving works drainage systemsamp Grading works amp other associated civil work within the plant area QAQC Submittals Review ampprovide inputs on technical submittals including
inspection test plans ( ITP ) Method Statements Material review amp other relevant QAQC Documents required for the project Area Of Work In 1 Prepared Reports Designs and Drawings ( Pipe Racks Vessels Foundations
Filters Foundations Gratings )
2 Managed in the design implementation and validation of commercial earthquake
models
3 Defined model requirements with the help of software services team
geophysicists and geologists
4 Actively involved in hazard assessment procedures and design modeling
5 Established and managed group project schedules project component resources
and delivery commitments
6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection
devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp
British Codes Of Practices amp Methods Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards
ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC
ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite
Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon
according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And
Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI
318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab
11 Designed Concrete amp Steel beam Column Composite Steel Beam And Shallow
amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using
ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall
13 Drafted X-Section of Structural component and connection of the member using
Computer Aid software by AutoCAD
14 Made calculations for pressures loads and stresses
15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure
17 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross access
structures cable tray supports flare pipe supports etc
18 Preparations of structural connection details amp steel fabrication drawings
19 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static
20 Dynamic equipments Vessels Pump Foundations etc
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN
PROJECT 2 DESIGN amp PROPOSED CONSTRUCTION OF AZAIBA COASTOL GRID
13211 KV GIS CONSTRUCTION OF NEW MUSCAT NORTH 380110138 KV BSP (SEC- WOA PROJECT) PETROLEUM DEVELOPMENT OF OMAN PROJECT CLIENT OMAN ELECTRISITY DISTRIBUTION COMPANY POSITION STRUCTURAL CIVIL ENGINEER Scope of Works
Muscat North BSP project Civil works consist of 4 Nos 500MVA Power Transformers foundations with fire walls and crash barriers 3 Norsquos 73 MVA Power Transformers foundations with fire walls and crash barriers 380kV GIS pre-cast building with cable tunnel amp mechanical room 380kV Outdoor GIB SF6 Air Bushing SA CVT amp Gantries foundations 110kV GIS pre-cast building with cable Basement amp mechanical room Double story Pre-cast Control building with cable basement raised floor mechanical room battery communication auxiliary relay test office rooms amp toilets 138kV switchgear building with cable basement Pump house building Gate house building with toilet Modular telecom room capacitor bank foundations PACU foundations Station Service Transformers foundations Precast boundary wall asphalted switch yard (200x1151meters) asphalted access road 8M wide 380kV Power cable tunnel 5M wide power amp control cable tunnels mechanicalcontrol cable trenches electricalcommunication duct banks manholes amp hand holes etc
Areas On Work in
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations amp design reviews 3 Responsible for the analysis and design of all steel frames supporting the plant
equipments such as OFA ports Flue gas ductwork access platforms walkways
etc 4 Prepared Staad models analyzed and designed industrial steel platforms
supporting gas pipes and valves fuel oil pipes switch boxes flue gas ducts OFA
ports Burners secondary steelworks access platforms and walkway 5 Designed for strengthening and modification of existing steelworks to receive new
loads Analyzed and designed for all connections (web angle cleats bolted end plates top and bottom cover plates welds etc) and produced detailed fabrication
drawings 6 Responsible for producing all the detailed connection designs associated with all
steel frames for the entire project 7 Calculated and Prepared Material Take Off (MTO) estimates for all steel work for
various platforms and equipment supports structures 8 All structural design and analysis done as perIndian Code of Standards ( IS456
IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06
BS 5950(steel) BS 8110(Reinforced Concrete) BS 6399(Loadings)
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN PROJECT 3 PROPOSED CONSTRUCTION OF SULPHUR GRANULATION PLANT POSITION STRUCTURAL CIVIL ENGINEER CLIENT PETROLEUM DEVELOPMENT OF OMAN (PDO ) Scope of the Work
The Site consisting of 3 Substations Granulator foundations Operations shelter 4
norsquos Control building Administrative building process utility buildings Maintained
amp warehouse buildings Sulphur Tanks ( max Dia 42 m) process water tanks Firewater tanks Irrigation water tanks Sulphur storage buildings pipe culverts pipe rack foundations amp Convenience foundations
Area Of Work In 1- Design modeling and analysis of building structures
2- Managed design implementation and validation of commercial earthquake models
3- Defined model requirements with the help of software services team geophysicists and geologists
4- Actively involved in hazard assessment procedures and design modeling 5- Established and managed group project schedules project component resources
and delivery commitments 6- Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7- Design of shallow and deep foundation system
8- Structural Design analysis of buildings 9- Seismic assessment of existing structures
PROJECT 4 PDO OMAN TRAIN 4 CONSTRUCTION OF 6NOS CRYOGENIC POST
TENSIONED TANKS ndash AL SEEB POSITION STRUCTURAL CIVIL ENGINEER DISASTER MITIGATION DESIGN CLIENT PDO SULTANATE OF OMAN
Area Of Work In
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations ampdesign reviews 3 Review amp approve design calculations of temporary works ampinterpretations 4 Review amp approve shop drawings 5 Checks attribute of BIM Families used by vendor in BIM model correspond to
preformed data of actual 6 Reviewed Architectural drawing for Commercial and Industrial Building Consists
of Steel Concrete andor Tilt-up Panel 7 Developed subroutine for Steel Joist design 8 Performed Stress Analysis on MCI building
9 Reviewed Shop drawings 10 Prepared Structural Calculation Plans amp Details sheets including 11 Foundation Steel Concrete Title-up Panel Load bearing Wall Shear Wall
Retaining wall JoistGirder Steel Farming Mezzanine
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN (PDO GAS PROJECT) PROJECT 5 a) TANK BUND STABILIZATION amp CIVIL REHABILITATION WORKS IN PROCESS PLANT
AREAS ndash MASIRAIH ISLAND FOR CLIENT PDOndash(PETROLEUM DEVELOPMENT OF
OMAN ) b) REFURBISHMENT OF ADMA OPCO MAIN OFFICE BUILDING ndash MASIRAH ISLAND FOR
CLIENT c) SECURITY SYSTEM IMPLEMENTATION AT MASIRAIH ISLAND FOR CLIENT CNIA
(CRITICAL NATIONAL INFRASTRUCTURE AUTHORITY) d) NEW SULPHUR RUNDOWN PIPELINE ndash DAS ISLAND FOR CLIENT PDO OMAN e) CIVIL WORKS RELATED TO NEW RO PLANT - MASIRAIH ISLAND DURATION 19122015 TO 10102017 POSITION STRUCTURAL CIVIL ENGINEER ( DISASTER MITIGATION DESIGN ) Areas of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages STAAD Pro MathCAD amp Etabs
2- Created the spreadsheets and software programs 3- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with manhour estimation for performing project tasks
4- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
5- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
6- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
7- Design modeling and analysis of building structure 8- Design of shallow and deep foundation system 9- Structural forensic evaluation failure analysis of bridges and buildings 10- Seismic assessment of existing structures
Indian Work experience july 2006 to December 2011
EMPLOYER DHANCHANDRA GROUP LTD UNDER (HINDUSTAN PETROLEUM
CORPORATION LIMITED INDIA) WITH UNITY BUILDERS amp CONSULTANTS GULBARGA KARNATAKA STATE PROJECT1 (JSPL) -4X600 MW UNITS AT TAMAR CHHATTISGARH THERMAL
POWER PLANT GREEN FILEDamp BROWN FIELD COAL BASED CONNECTED WITH OIL GAS
INDUSTRY BOTH IN ONSHOREamp OFF SHORE WORKS NATURE OF JOB (EPC ON CONSTRUCTION FIELD ENGINEERING amp DESIGN
STANDARDS DURATION 1006 2006 TO 12102008 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
12 Perform engineering calculations analysis and design for RCC and Steel
structure
13 Prepares engineering design by collecting and studying reports maps
drawings blueprints aerial photographs and tests on soil composition terrain
hydrological characteristics and related topographical and geologic data
14 Preparation of Estimation BOQ BBS MTQs
15 Provide technical advice on safe designs
16 Analyze configurations of the basic components of a structure
17 Liaise with professional staff such as architects and engineers
18 Preparation of Final Structural Design Report
19 Performing 3D Model Review and Clash Checking
20 Used STAAD Pro V8i ETABS SAP2000( Structural )BOCAD SACS 51
SP3D Softwares
CODE PROFICIENCY IN OIL amp GAS STRUCTURES INTERNATIONAL BUILDING CODES)
1) ACI 318-08 2) ACI 5305301-08ASCESEI 56-08
3) AISC-ASDLRFD Steel Const Manual 13th Ed
4) AISC Seismic Design Manual (2006)
5) ASCESEI 7-05 PROFESSIONAL PROFILE
SrNO
NAME OF COMPANY
DURATION
CURRENT
DESIGNATION
FROM TO YEARS
1
Arabian International Contracting( AIC)
WLL
Kingdom Of Bahrain CR No 10684-1
wwwarabintalcom
November
2017
March 2020
2 year 6 months
Structural Engineer
2
Saif Said Saif Al Akzhami LLC
Sultanate Of Oman CR No 1123521
wwwalkhzamigroupcom
December
2011
August 2017
5 Years 08 Months
Structural Engineer
3
Dhanchandra Construction Company
Pvt Ltd Latur Maharashtra State
India Registration No 13476 PWD
LATUR Maharashtra
July
2006
December
2011
5 Years 04 Months
Structural Engineer
Overseas Experience Overseas Experience (November 2017 to March 2020 )
Manama Kingdom of BAHRAIN
EMPLOYER ARABIAN INTERNATIONAL CONTRACTING WLL (AIC WLL) PO BOX NO
20037 MANAMA BAHRAIN PROJECT 1 PROPOSED DESIGN amp CONSTRUCTION OF NEW TRUCK LOADING STATION
AT ALBA JETTY ndash ENGINEERING SERVICES ALBABAPCO MARINE POTLINE 6 ndash
CALCINER PROJECT 2 DESIGN OF BAPCO REFINERY FLUME 3 RESTORATION WORKS FROM
LLPH TO HLPH PROJECT 3 DESIGN OF REFURBISHMENT OF FLUE GAS DESULFURIZATION ABSORBER
TANK) (FGD ABSORBER TANK) ALBA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Area Of Work In
1 Prepared Reports Designs and Drawings ( Pipe Racks Vessels Foundations Filters Foundations Gratings )
2 Managed in the design implementation and validation of commercial earthquake models
3 Defined model requirements with the help of software services team geophysicists and geologists
4 Actively involved in hazard assessment procedures and design modeling 5 Established and managed group project schedules project component
resources and delivery commitments 6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp British Codes Of Practices Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 11 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 13 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD 14 Made calculations for pressures loads and stresses 15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure 17 Analysis and Design of accommodation modules (Living Quarters) for the Y-
Platform in the offshore field 18 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross
access structures cable tray supports flare pipe supports etc 19 Structural Analysis amp design of structural RCC amp STEEL framed structures 20 Design Of Foundation calculations design reviews 21 Design calculations of temporary works amp interpretations 22 Structural Drawings Part plans shop drawingsSectional Drawings
Preparation 23 By Excel Software to prepare design calculations amp import data from structural
modeling software 24 Clashes detection review by BIM ampNWD Models 25 Preparations of structural connection details amp steel fabrication drawings 26 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static Dynamic equipments Vessels Pump Foundations etc
27 Design of Culverts Manholes Valve Chambers Sumps Thrust Block for Supporting UG Pipes
28 Preparation of Road Layout amp Details Paving Layout amp Drainage Systems
Overseas Experience(December 2011 to August 2017) Muscat Sultanate of Oman
EMPLOYER SAIF SAID SAIF AL AKHZAMI LLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN ( PDO GAS PROJECT CIVIL CONTRACTOR ) PROJECT 1 CONSTRUCTION OF SAIHRAWL COMPRESSION DEPLETION PHASE2
(HYDROCARBONGAS) CLIENT PETROLEUM DEVELOPMENT OF OMAN ( PDO ) POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESIDENT DESIGN
Brief description of project SRDC Phase2 includes the construction of four parallel Compression trains with total capacity of 30MMSCMD Of gas Scope of work inspection Performed third part inspection for civil amp structural
works including setting out of structures earthworks including excavations ampbackfilling concrete amp Steel structures Substations buildings Road paving works drainage systemsamp Grading works amp other associated civil work within the plant area QAQC Submittals Review ampprovide inputs on technical submittals including
inspection test plans ( ITP ) Method Statements Material review amp other relevant QAQC Documents required for the project Area Of Work In 1 Prepared Reports Designs and Drawings ( Pipe Racks Vessels Foundations
Filters Foundations Gratings )
2 Managed in the design implementation and validation of commercial earthquake
models
3 Defined model requirements with the help of software services team
geophysicists and geologists
4 Actively involved in hazard assessment procedures and design modeling
5 Established and managed group project schedules project component resources
and delivery commitments
6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection
devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp
British Codes Of Practices amp Methods Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards
ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC
ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite
Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon
according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And
Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI
318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab
11 Designed Concrete amp Steel beam Column Composite Steel Beam And Shallow
amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using
ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall
13 Drafted X-Section of Structural component and connection of the member using
Computer Aid software by AutoCAD
14 Made calculations for pressures loads and stresses
15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure
17 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross access
structures cable tray supports flare pipe supports etc
18 Preparations of structural connection details amp steel fabrication drawings
19 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static
20 Dynamic equipments Vessels Pump Foundations etc
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN
PROJECT 2 DESIGN amp PROPOSED CONSTRUCTION OF AZAIBA COASTOL GRID
13211 KV GIS CONSTRUCTION OF NEW MUSCAT NORTH 380110138 KV BSP (SEC- WOA PROJECT) PETROLEUM DEVELOPMENT OF OMAN PROJECT CLIENT OMAN ELECTRISITY DISTRIBUTION COMPANY POSITION STRUCTURAL CIVIL ENGINEER Scope of Works
Muscat North BSP project Civil works consist of 4 Nos 500MVA Power Transformers foundations with fire walls and crash barriers 3 Norsquos 73 MVA Power Transformers foundations with fire walls and crash barriers 380kV GIS pre-cast building with cable tunnel amp mechanical room 380kV Outdoor GIB SF6 Air Bushing SA CVT amp Gantries foundations 110kV GIS pre-cast building with cable Basement amp mechanical room Double story Pre-cast Control building with cable basement raised floor mechanical room battery communication auxiliary relay test office rooms amp toilets 138kV switchgear building with cable basement Pump house building Gate house building with toilet Modular telecom room capacitor bank foundations PACU foundations Station Service Transformers foundations Precast boundary wall asphalted switch yard (200x1151meters) asphalted access road 8M wide 380kV Power cable tunnel 5M wide power amp control cable tunnels mechanicalcontrol cable trenches electricalcommunication duct banks manholes amp hand holes etc
Areas On Work in
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations amp design reviews 3 Responsible for the analysis and design of all steel frames supporting the plant
equipments such as OFA ports Flue gas ductwork access platforms walkways
etc 4 Prepared Staad models analyzed and designed industrial steel platforms
supporting gas pipes and valves fuel oil pipes switch boxes flue gas ducts OFA
ports Burners secondary steelworks access platforms and walkway 5 Designed for strengthening and modification of existing steelworks to receive new
loads Analyzed and designed for all connections (web angle cleats bolted end plates top and bottom cover plates welds etc) and produced detailed fabrication
drawings 6 Responsible for producing all the detailed connection designs associated with all
steel frames for the entire project 7 Calculated and Prepared Material Take Off (MTO) estimates for all steel work for
various platforms and equipment supports structures 8 All structural design and analysis done as perIndian Code of Standards ( IS456
IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06
BS 5950(steel) BS 8110(Reinforced Concrete) BS 6399(Loadings)
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN PROJECT 3 PROPOSED CONSTRUCTION OF SULPHUR GRANULATION PLANT POSITION STRUCTURAL CIVIL ENGINEER CLIENT PETROLEUM DEVELOPMENT OF OMAN (PDO ) Scope of the Work
The Site consisting of 3 Substations Granulator foundations Operations shelter 4
norsquos Control building Administrative building process utility buildings Maintained
amp warehouse buildings Sulphur Tanks ( max Dia 42 m) process water tanks Firewater tanks Irrigation water tanks Sulphur storage buildings pipe culverts pipe rack foundations amp Convenience foundations
Area Of Work In 1- Design modeling and analysis of building structures
2- Managed design implementation and validation of commercial earthquake models
3- Defined model requirements with the help of software services team geophysicists and geologists
4- Actively involved in hazard assessment procedures and design modeling 5- Established and managed group project schedules project component resources
and delivery commitments 6- Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7- Design of shallow and deep foundation system
8- Structural Design analysis of buildings 9- Seismic assessment of existing structures
PROJECT 4 PDO OMAN TRAIN 4 CONSTRUCTION OF 6NOS CRYOGENIC POST
TENSIONED TANKS ndash AL SEEB POSITION STRUCTURAL CIVIL ENGINEER DISASTER MITIGATION DESIGN CLIENT PDO SULTANATE OF OMAN
Area Of Work In
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations ampdesign reviews 3 Review amp approve design calculations of temporary works ampinterpretations 4 Review amp approve shop drawings 5 Checks attribute of BIM Families used by vendor in BIM model correspond to
preformed data of actual 6 Reviewed Architectural drawing for Commercial and Industrial Building Consists
of Steel Concrete andor Tilt-up Panel 7 Developed subroutine for Steel Joist design 8 Performed Stress Analysis on MCI building
9 Reviewed Shop drawings 10 Prepared Structural Calculation Plans amp Details sheets including 11 Foundation Steel Concrete Title-up Panel Load bearing Wall Shear Wall
Retaining wall JoistGirder Steel Farming Mezzanine
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN (PDO GAS PROJECT) PROJECT 5 a) TANK BUND STABILIZATION amp CIVIL REHABILITATION WORKS IN PROCESS PLANT
AREAS ndash MASIRAIH ISLAND FOR CLIENT PDOndash(PETROLEUM DEVELOPMENT OF
OMAN ) b) REFURBISHMENT OF ADMA OPCO MAIN OFFICE BUILDING ndash MASIRAH ISLAND FOR
CLIENT c) SECURITY SYSTEM IMPLEMENTATION AT MASIRAIH ISLAND FOR CLIENT CNIA
(CRITICAL NATIONAL INFRASTRUCTURE AUTHORITY) d) NEW SULPHUR RUNDOWN PIPELINE ndash DAS ISLAND FOR CLIENT PDO OMAN e) CIVIL WORKS RELATED TO NEW RO PLANT - MASIRAIH ISLAND DURATION 19122015 TO 10102017 POSITION STRUCTURAL CIVIL ENGINEER ( DISASTER MITIGATION DESIGN ) Areas of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages STAAD Pro MathCAD amp Etabs
2- Created the spreadsheets and software programs 3- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with manhour estimation for performing project tasks
4- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
5- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
6- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
7- Design modeling and analysis of building structure 8- Design of shallow and deep foundation system 9- Structural forensic evaluation failure analysis of bridges and buildings 10- Seismic assessment of existing structures
Indian Work experience july 2006 to December 2011
EMPLOYER DHANCHANDRA GROUP LTD UNDER (HINDUSTAN PETROLEUM
CORPORATION LIMITED INDIA) WITH UNITY BUILDERS amp CONSULTANTS GULBARGA KARNATAKA STATE PROJECT1 (JSPL) -4X600 MW UNITS AT TAMAR CHHATTISGARH THERMAL
POWER PLANT GREEN FILEDamp BROWN FIELD COAL BASED CONNECTED WITH OIL GAS
INDUSTRY BOTH IN ONSHOREamp OFF SHORE WORKS NATURE OF JOB (EPC ON CONSTRUCTION FIELD ENGINEERING amp DESIGN
STANDARDS DURATION 1006 2006 TO 12102008 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
Overseas Experience Overseas Experience (November 2017 to March 2020 )
Manama Kingdom of BAHRAIN
EMPLOYER ARABIAN INTERNATIONAL CONTRACTING WLL (AIC WLL) PO BOX NO
20037 MANAMA BAHRAIN PROJECT 1 PROPOSED DESIGN amp CONSTRUCTION OF NEW TRUCK LOADING STATION
AT ALBA JETTY ndash ENGINEERING SERVICES ALBABAPCO MARINE POTLINE 6 ndash
CALCINER PROJECT 2 DESIGN OF BAPCO REFINERY FLUME 3 RESTORATION WORKS FROM
LLPH TO HLPH PROJECT 3 DESIGN OF REFURBISHMENT OF FLUE GAS DESULFURIZATION ABSORBER
TANK) (FGD ABSORBER TANK) ALBA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Area Of Work In
1 Prepared Reports Designs and Drawings ( Pipe Racks Vessels Foundations Filters Foundations Gratings )
2 Managed in the design implementation and validation of commercial earthquake models
3 Defined model requirements with the help of software services team geophysicists and geologists
4 Actively involved in hazard assessment procedures and design modeling 5 Established and managed group project schedules project component
resources and delivery commitments 6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp British Codes Of Practices Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 11 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 13 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD 14 Made calculations for pressures loads and stresses 15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure 17 Analysis and Design of accommodation modules (Living Quarters) for the Y-
Platform in the offshore field 18 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross
access structures cable tray supports flare pipe supports etc 19 Structural Analysis amp design of structural RCC amp STEEL framed structures 20 Design Of Foundation calculations design reviews 21 Design calculations of temporary works amp interpretations 22 Structural Drawings Part plans shop drawingsSectional Drawings
Preparation 23 By Excel Software to prepare design calculations amp import data from structural
modeling software 24 Clashes detection review by BIM ampNWD Models 25 Preparations of structural connection details amp steel fabrication drawings 26 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static Dynamic equipments Vessels Pump Foundations etc
27 Design of Culverts Manholes Valve Chambers Sumps Thrust Block for Supporting UG Pipes
28 Preparation of Road Layout amp Details Paving Layout amp Drainage Systems
Overseas Experience(December 2011 to August 2017) Muscat Sultanate of Oman
EMPLOYER SAIF SAID SAIF AL AKHZAMI LLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN ( PDO GAS PROJECT CIVIL CONTRACTOR ) PROJECT 1 CONSTRUCTION OF SAIHRAWL COMPRESSION DEPLETION PHASE2
(HYDROCARBONGAS) CLIENT PETROLEUM DEVELOPMENT OF OMAN ( PDO ) POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESIDENT DESIGN
Brief description of project SRDC Phase2 includes the construction of four parallel Compression trains with total capacity of 30MMSCMD Of gas Scope of work inspection Performed third part inspection for civil amp structural
works including setting out of structures earthworks including excavations ampbackfilling concrete amp Steel structures Substations buildings Road paving works drainage systemsamp Grading works amp other associated civil work within the plant area QAQC Submittals Review ampprovide inputs on technical submittals including
inspection test plans ( ITP ) Method Statements Material review amp other relevant QAQC Documents required for the project Area Of Work In 1 Prepared Reports Designs and Drawings ( Pipe Racks Vessels Foundations
Filters Foundations Gratings )
2 Managed in the design implementation and validation of commercial earthquake
models
3 Defined model requirements with the help of software services team
geophysicists and geologists
4 Actively involved in hazard assessment procedures and design modeling
5 Established and managed group project schedules project component resources
and delivery commitments
6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection
devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp
British Codes Of Practices amp Methods Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards
ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC
ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite
Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon
according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And
Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI
318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab
11 Designed Concrete amp Steel beam Column Composite Steel Beam And Shallow
amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using
ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall
13 Drafted X-Section of Structural component and connection of the member using
Computer Aid software by AutoCAD
14 Made calculations for pressures loads and stresses
15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure
17 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross access
structures cable tray supports flare pipe supports etc
18 Preparations of structural connection details amp steel fabrication drawings
19 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static
20 Dynamic equipments Vessels Pump Foundations etc
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN
PROJECT 2 DESIGN amp PROPOSED CONSTRUCTION OF AZAIBA COASTOL GRID
13211 KV GIS CONSTRUCTION OF NEW MUSCAT NORTH 380110138 KV BSP (SEC- WOA PROJECT) PETROLEUM DEVELOPMENT OF OMAN PROJECT CLIENT OMAN ELECTRISITY DISTRIBUTION COMPANY POSITION STRUCTURAL CIVIL ENGINEER Scope of Works
Muscat North BSP project Civil works consist of 4 Nos 500MVA Power Transformers foundations with fire walls and crash barriers 3 Norsquos 73 MVA Power Transformers foundations with fire walls and crash barriers 380kV GIS pre-cast building with cable tunnel amp mechanical room 380kV Outdoor GIB SF6 Air Bushing SA CVT amp Gantries foundations 110kV GIS pre-cast building with cable Basement amp mechanical room Double story Pre-cast Control building with cable basement raised floor mechanical room battery communication auxiliary relay test office rooms amp toilets 138kV switchgear building with cable basement Pump house building Gate house building with toilet Modular telecom room capacitor bank foundations PACU foundations Station Service Transformers foundations Precast boundary wall asphalted switch yard (200x1151meters) asphalted access road 8M wide 380kV Power cable tunnel 5M wide power amp control cable tunnels mechanicalcontrol cable trenches electricalcommunication duct banks manholes amp hand holes etc
Areas On Work in
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations amp design reviews 3 Responsible for the analysis and design of all steel frames supporting the plant
equipments such as OFA ports Flue gas ductwork access platforms walkways
etc 4 Prepared Staad models analyzed and designed industrial steel platforms
supporting gas pipes and valves fuel oil pipes switch boxes flue gas ducts OFA
ports Burners secondary steelworks access platforms and walkway 5 Designed for strengthening and modification of existing steelworks to receive new
loads Analyzed and designed for all connections (web angle cleats bolted end plates top and bottom cover plates welds etc) and produced detailed fabrication
drawings 6 Responsible for producing all the detailed connection designs associated with all
steel frames for the entire project 7 Calculated and Prepared Material Take Off (MTO) estimates for all steel work for
various platforms and equipment supports structures 8 All structural design and analysis done as perIndian Code of Standards ( IS456
IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06
BS 5950(steel) BS 8110(Reinforced Concrete) BS 6399(Loadings)
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN PROJECT 3 PROPOSED CONSTRUCTION OF SULPHUR GRANULATION PLANT POSITION STRUCTURAL CIVIL ENGINEER CLIENT PETROLEUM DEVELOPMENT OF OMAN (PDO ) Scope of the Work
The Site consisting of 3 Substations Granulator foundations Operations shelter 4
norsquos Control building Administrative building process utility buildings Maintained
amp warehouse buildings Sulphur Tanks ( max Dia 42 m) process water tanks Firewater tanks Irrigation water tanks Sulphur storage buildings pipe culverts pipe rack foundations amp Convenience foundations
Area Of Work In 1- Design modeling and analysis of building structures
2- Managed design implementation and validation of commercial earthquake models
3- Defined model requirements with the help of software services team geophysicists and geologists
4- Actively involved in hazard assessment procedures and design modeling 5- Established and managed group project schedules project component resources
and delivery commitments 6- Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7- Design of shallow and deep foundation system
8- Structural Design analysis of buildings 9- Seismic assessment of existing structures
PROJECT 4 PDO OMAN TRAIN 4 CONSTRUCTION OF 6NOS CRYOGENIC POST
TENSIONED TANKS ndash AL SEEB POSITION STRUCTURAL CIVIL ENGINEER DISASTER MITIGATION DESIGN CLIENT PDO SULTANATE OF OMAN
Area Of Work In
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations ampdesign reviews 3 Review amp approve design calculations of temporary works ampinterpretations 4 Review amp approve shop drawings 5 Checks attribute of BIM Families used by vendor in BIM model correspond to
preformed data of actual 6 Reviewed Architectural drawing for Commercial and Industrial Building Consists
of Steel Concrete andor Tilt-up Panel 7 Developed subroutine for Steel Joist design 8 Performed Stress Analysis on MCI building
9 Reviewed Shop drawings 10 Prepared Structural Calculation Plans amp Details sheets including 11 Foundation Steel Concrete Title-up Panel Load bearing Wall Shear Wall
Retaining wall JoistGirder Steel Farming Mezzanine
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN (PDO GAS PROJECT) PROJECT 5 a) TANK BUND STABILIZATION amp CIVIL REHABILITATION WORKS IN PROCESS PLANT
AREAS ndash MASIRAIH ISLAND FOR CLIENT PDOndash(PETROLEUM DEVELOPMENT OF
OMAN ) b) REFURBISHMENT OF ADMA OPCO MAIN OFFICE BUILDING ndash MASIRAH ISLAND FOR
CLIENT c) SECURITY SYSTEM IMPLEMENTATION AT MASIRAIH ISLAND FOR CLIENT CNIA
(CRITICAL NATIONAL INFRASTRUCTURE AUTHORITY) d) NEW SULPHUR RUNDOWN PIPELINE ndash DAS ISLAND FOR CLIENT PDO OMAN e) CIVIL WORKS RELATED TO NEW RO PLANT - MASIRAIH ISLAND DURATION 19122015 TO 10102017 POSITION STRUCTURAL CIVIL ENGINEER ( DISASTER MITIGATION DESIGN ) Areas of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages STAAD Pro MathCAD amp Etabs
2- Created the spreadsheets and software programs 3- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with manhour estimation for performing project tasks
4- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
5- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
6- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
7- Design modeling and analysis of building structure 8- Design of shallow and deep foundation system 9- Structural forensic evaluation failure analysis of bridges and buildings 10- Seismic assessment of existing structures
Indian Work experience july 2006 to December 2011
EMPLOYER DHANCHANDRA GROUP LTD UNDER (HINDUSTAN PETROLEUM
CORPORATION LIMITED INDIA) WITH UNITY BUILDERS amp CONSULTANTS GULBARGA KARNATAKA STATE PROJECT1 (JSPL) -4X600 MW UNITS AT TAMAR CHHATTISGARH THERMAL
POWER PLANT GREEN FILEDamp BROWN FIELD COAL BASED CONNECTED WITH OIL GAS
INDUSTRY BOTH IN ONSHOREamp OFF SHORE WORKS NATURE OF JOB (EPC ON CONSTRUCTION FIELD ENGINEERING amp DESIGN
STANDARDS DURATION 1006 2006 TO 12102008 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
16 Analyzed configurations of the basic components of a structure 17 Analysis and Design of accommodation modules (Living Quarters) for the Y-
Platform in the offshore field 18 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross
access structures cable tray supports flare pipe supports etc 19 Structural Analysis amp design of structural RCC amp STEEL framed structures 20 Design Of Foundation calculations design reviews 21 Design calculations of temporary works amp interpretations 22 Structural Drawings Part plans shop drawingsSectional Drawings
Preparation 23 By Excel Software to prepare design calculations amp import data from structural
modeling software 24 Clashes detection review by BIM ampNWD Models 25 Preparations of structural connection details amp steel fabrication drawings 26 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static Dynamic equipments Vessels Pump Foundations etc
27 Design of Culverts Manholes Valve Chambers Sumps Thrust Block for Supporting UG Pipes
28 Preparation of Road Layout amp Details Paving Layout amp Drainage Systems
Overseas Experience(December 2011 to August 2017) Muscat Sultanate of Oman
EMPLOYER SAIF SAID SAIF AL AKHZAMI LLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN ( PDO GAS PROJECT CIVIL CONTRACTOR ) PROJECT 1 CONSTRUCTION OF SAIHRAWL COMPRESSION DEPLETION PHASE2
(HYDROCARBONGAS) CLIENT PETROLEUM DEVELOPMENT OF OMAN ( PDO ) POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESIDENT DESIGN
Brief description of project SRDC Phase2 includes the construction of four parallel Compression trains with total capacity of 30MMSCMD Of gas Scope of work inspection Performed third part inspection for civil amp structural
works including setting out of structures earthworks including excavations ampbackfilling concrete amp Steel structures Substations buildings Road paving works drainage systemsamp Grading works amp other associated civil work within the plant area QAQC Submittals Review ampprovide inputs on technical submittals including
inspection test plans ( ITP ) Method Statements Material review amp other relevant QAQC Documents required for the project Area Of Work In 1 Prepared Reports Designs and Drawings ( Pipe Racks Vessels Foundations
Filters Foundations Gratings )
2 Managed in the design implementation and validation of commercial earthquake
models
3 Defined model requirements with the help of software services team
geophysicists and geologists
4 Actively involved in hazard assessment procedures and design modeling
5 Established and managed group project schedules project component resources
and delivery commitments
6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection
devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp
British Codes Of Practices amp Methods Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards
ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC
ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite
Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon
according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And
Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI
318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab
11 Designed Concrete amp Steel beam Column Composite Steel Beam And Shallow
amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using
ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall
13 Drafted X-Section of Structural component and connection of the member using
Computer Aid software by AutoCAD
14 Made calculations for pressures loads and stresses
15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure
17 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross access
structures cable tray supports flare pipe supports etc
18 Preparations of structural connection details amp steel fabrication drawings
19 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static
20 Dynamic equipments Vessels Pump Foundations etc
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN
PROJECT 2 DESIGN amp PROPOSED CONSTRUCTION OF AZAIBA COASTOL GRID
13211 KV GIS CONSTRUCTION OF NEW MUSCAT NORTH 380110138 KV BSP (SEC- WOA PROJECT) PETROLEUM DEVELOPMENT OF OMAN PROJECT CLIENT OMAN ELECTRISITY DISTRIBUTION COMPANY POSITION STRUCTURAL CIVIL ENGINEER Scope of Works
Muscat North BSP project Civil works consist of 4 Nos 500MVA Power Transformers foundations with fire walls and crash barriers 3 Norsquos 73 MVA Power Transformers foundations with fire walls and crash barriers 380kV GIS pre-cast building with cable tunnel amp mechanical room 380kV Outdoor GIB SF6 Air Bushing SA CVT amp Gantries foundations 110kV GIS pre-cast building with cable Basement amp mechanical room Double story Pre-cast Control building with cable basement raised floor mechanical room battery communication auxiliary relay test office rooms amp toilets 138kV switchgear building with cable basement Pump house building Gate house building with toilet Modular telecom room capacitor bank foundations PACU foundations Station Service Transformers foundations Precast boundary wall asphalted switch yard (200x1151meters) asphalted access road 8M wide 380kV Power cable tunnel 5M wide power amp control cable tunnels mechanicalcontrol cable trenches electricalcommunication duct banks manholes amp hand holes etc
Areas On Work in
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations amp design reviews 3 Responsible for the analysis and design of all steel frames supporting the plant
equipments such as OFA ports Flue gas ductwork access platforms walkways
etc 4 Prepared Staad models analyzed and designed industrial steel platforms
supporting gas pipes and valves fuel oil pipes switch boxes flue gas ducts OFA
ports Burners secondary steelworks access platforms and walkway 5 Designed for strengthening and modification of existing steelworks to receive new
loads Analyzed and designed for all connections (web angle cleats bolted end plates top and bottom cover plates welds etc) and produced detailed fabrication
drawings 6 Responsible for producing all the detailed connection designs associated with all
steel frames for the entire project 7 Calculated and Prepared Material Take Off (MTO) estimates for all steel work for
various platforms and equipment supports structures 8 All structural design and analysis done as perIndian Code of Standards ( IS456
IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06
BS 5950(steel) BS 8110(Reinforced Concrete) BS 6399(Loadings)
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN PROJECT 3 PROPOSED CONSTRUCTION OF SULPHUR GRANULATION PLANT POSITION STRUCTURAL CIVIL ENGINEER CLIENT PETROLEUM DEVELOPMENT OF OMAN (PDO ) Scope of the Work
The Site consisting of 3 Substations Granulator foundations Operations shelter 4
norsquos Control building Administrative building process utility buildings Maintained
amp warehouse buildings Sulphur Tanks ( max Dia 42 m) process water tanks Firewater tanks Irrigation water tanks Sulphur storage buildings pipe culverts pipe rack foundations amp Convenience foundations
Area Of Work In 1- Design modeling and analysis of building structures
2- Managed design implementation and validation of commercial earthquake models
3- Defined model requirements with the help of software services team geophysicists and geologists
4- Actively involved in hazard assessment procedures and design modeling 5- Established and managed group project schedules project component resources
and delivery commitments 6- Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7- Design of shallow and deep foundation system
8- Structural Design analysis of buildings 9- Seismic assessment of existing structures
PROJECT 4 PDO OMAN TRAIN 4 CONSTRUCTION OF 6NOS CRYOGENIC POST
TENSIONED TANKS ndash AL SEEB POSITION STRUCTURAL CIVIL ENGINEER DISASTER MITIGATION DESIGN CLIENT PDO SULTANATE OF OMAN
Area Of Work In
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations ampdesign reviews 3 Review amp approve design calculations of temporary works ampinterpretations 4 Review amp approve shop drawings 5 Checks attribute of BIM Families used by vendor in BIM model correspond to
preformed data of actual 6 Reviewed Architectural drawing for Commercial and Industrial Building Consists
of Steel Concrete andor Tilt-up Panel 7 Developed subroutine for Steel Joist design 8 Performed Stress Analysis on MCI building
9 Reviewed Shop drawings 10 Prepared Structural Calculation Plans amp Details sheets including 11 Foundation Steel Concrete Title-up Panel Load bearing Wall Shear Wall
Retaining wall JoistGirder Steel Farming Mezzanine
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN (PDO GAS PROJECT) PROJECT 5 a) TANK BUND STABILIZATION amp CIVIL REHABILITATION WORKS IN PROCESS PLANT
AREAS ndash MASIRAIH ISLAND FOR CLIENT PDOndash(PETROLEUM DEVELOPMENT OF
OMAN ) b) REFURBISHMENT OF ADMA OPCO MAIN OFFICE BUILDING ndash MASIRAH ISLAND FOR
CLIENT c) SECURITY SYSTEM IMPLEMENTATION AT MASIRAIH ISLAND FOR CLIENT CNIA
(CRITICAL NATIONAL INFRASTRUCTURE AUTHORITY) d) NEW SULPHUR RUNDOWN PIPELINE ndash DAS ISLAND FOR CLIENT PDO OMAN e) CIVIL WORKS RELATED TO NEW RO PLANT - MASIRAIH ISLAND DURATION 19122015 TO 10102017 POSITION STRUCTURAL CIVIL ENGINEER ( DISASTER MITIGATION DESIGN ) Areas of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages STAAD Pro MathCAD amp Etabs
2- Created the spreadsheets and software programs 3- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with manhour estimation for performing project tasks
4- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
5- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
6- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
7- Design modeling and analysis of building structure 8- Design of shallow and deep foundation system 9- Structural forensic evaluation failure analysis of bridges and buildings 10- Seismic assessment of existing structures
Indian Work experience july 2006 to December 2011
EMPLOYER DHANCHANDRA GROUP LTD UNDER (HINDUSTAN PETROLEUM
CORPORATION LIMITED INDIA) WITH UNITY BUILDERS amp CONSULTANTS GULBARGA KARNATAKA STATE PROJECT1 (JSPL) -4X600 MW UNITS AT TAMAR CHHATTISGARH THERMAL
POWER PLANT GREEN FILEDamp BROWN FIELD COAL BASED CONNECTED WITH OIL GAS
INDUSTRY BOTH IN ONSHOREamp OFF SHORE WORKS NATURE OF JOB (EPC ON CONSTRUCTION FIELD ENGINEERING amp DESIGN
STANDARDS DURATION 1006 2006 TO 12102008 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
5 Established and managed group project schedules project component resources
and delivery commitments
6 Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection
devices
7 Performed Structural Design amp Analysis of Steel amp concrete structure using US amp
British Codes Of Practices amp Methods Indian Code of Standards ( IS456 IS875
Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards
ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06 ACI 318 AISC
ASCE 7-10
8 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite
Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon
according to ASCE 7-10
9 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And
Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI
318 AISC amp IBC 2009
10 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab
11 Designed Concrete amp Steel beam Column Composite Steel Beam And Shallow
amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using
ENERCALE V6 PTI Slab 35SP COLUMN
12 Executed design amp analysis Concrete Shear Wall amp Retaining Wall
13 Drafted X-Section of Structural component and connection of the member using
Computer Aid software by AutoCAD
14 Made calculations for pressures loads and stresses
15 Considered the strength of construction materials and select appropriately
16 Analyzed configurations of the basic components of a structure
17 Analysis Design amp Detailing of Pipe Bridges Pipe racks ELPS LI cross access
structures cable tray supports flare pipe supports etc
18 Preparations of structural connection details amp steel fabrication drawings
19 Design amp Detailing of Dike Wall Fire Wall Transformer Foundations Sheds
Foundation for Static
20 Dynamic equipments Vessels Pump Foundations etc
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN
PROJECT 2 DESIGN amp PROPOSED CONSTRUCTION OF AZAIBA COASTOL GRID
13211 KV GIS CONSTRUCTION OF NEW MUSCAT NORTH 380110138 KV BSP (SEC- WOA PROJECT) PETROLEUM DEVELOPMENT OF OMAN PROJECT CLIENT OMAN ELECTRISITY DISTRIBUTION COMPANY POSITION STRUCTURAL CIVIL ENGINEER Scope of Works
Muscat North BSP project Civil works consist of 4 Nos 500MVA Power Transformers foundations with fire walls and crash barriers 3 Norsquos 73 MVA Power Transformers foundations with fire walls and crash barriers 380kV GIS pre-cast building with cable tunnel amp mechanical room 380kV Outdoor GIB SF6 Air Bushing SA CVT amp Gantries foundations 110kV GIS pre-cast building with cable Basement amp mechanical room Double story Pre-cast Control building with cable basement raised floor mechanical room battery communication auxiliary relay test office rooms amp toilets 138kV switchgear building with cable basement Pump house building Gate house building with toilet Modular telecom room capacitor bank foundations PACU foundations Station Service Transformers foundations Precast boundary wall asphalted switch yard (200x1151meters) asphalted access road 8M wide 380kV Power cable tunnel 5M wide power amp control cable tunnels mechanicalcontrol cable trenches electricalcommunication duct banks manholes amp hand holes etc
Areas On Work in
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations amp design reviews 3 Responsible for the analysis and design of all steel frames supporting the plant
equipments such as OFA ports Flue gas ductwork access platforms walkways
etc 4 Prepared Staad models analyzed and designed industrial steel platforms
supporting gas pipes and valves fuel oil pipes switch boxes flue gas ducts OFA
ports Burners secondary steelworks access platforms and walkway 5 Designed for strengthening and modification of existing steelworks to receive new
loads Analyzed and designed for all connections (web angle cleats bolted end plates top and bottom cover plates welds etc) and produced detailed fabrication
drawings 6 Responsible for producing all the detailed connection designs associated with all
steel frames for the entire project 7 Calculated and Prepared Material Take Off (MTO) estimates for all steel work for
various platforms and equipment supports structures 8 All structural design and analysis done as perIndian Code of Standards ( IS456
IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06
BS 5950(steel) BS 8110(Reinforced Concrete) BS 6399(Loadings)
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN PROJECT 3 PROPOSED CONSTRUCTION OF SULPHUR GRANULATION PLANT POSITION STRUCTURAL CIVIL ENGINEER CLIENT PETROLEUM DEVELOPMENT OF OMAN (PDO ) Scope of the Work
The Site consisting of 3 Substations Granulator foundations Operations shelter 4
norsquos Control building Administrative building process utility buildings Maintained
amp warehouse buildings Sulphur Tanks ( max Dia 42 m) process water tanks Firewater tanks Irrigation water tanks Sulphur storage buildings pipe culverts pipe rack foundations amp Convenience foundations
Area Of Work In 1- Design modeling and analysis of building structures
2- Managed design implementation and validation of commercial earthquake models
3- Defined model requirements with the help of software services team geophysicists and geologists
4- Actively involved in hazard assessment procedures and design modeling 5- Established and managed group project schedules project component resources
and delivery commitments 6- Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7- Design of shallow and deep foundation system
8- Structural Design analysis of buildings 9- Seismic assessment of existing structures
PROJECT 4 PDO OMAN TRAIN 4 CONSTRUCTION OF 6NOS CRYOGENIC POST
TENSIONED TANKS ndash AL SEEB POSITION STRUCTURAL CIVIL ENGINEER DISASTER MITIGATION DESIGN CLIENT PDO SULTANATE OF OMAN
Area Of Work In
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations ampdesign reviews 3 Review amp approve design calculations of temporary works ampinterpretations 4 Review amp approve shop drawings 5 Checks attribute of BIM Families used by vendor in BIM model correspond to
preformed data of actual 6 Reviewed Architectural drawing for Commercial and Industrial Building Consists
of Steel Concrete andor Tilt-up Panel 7 Developed subroutine for Steel Joist design 8 Performed Stress Analysis on MCI building
9 Reviewed Shop drawings 10 Prepared Structural Calculation Plans amp Details sheets including 11 Foundation Steel Concrete Title-up Panel Load bearing Wall Shear Wall
Retaining wall JoistGirder Steel Farming Mezzanine
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN (PDO GAS PROJECT) PROJECT 5 a) TANK BUND STABILIZATION amp CIVIL REHABILITATION WORKS IN PROCESS PLANT
AREAS ndash MASIRAIH ISLAND FOR CLIENT PDOndash(PETROLEUM DEVELOPMENT OF
OMAN ) b) REFURBISHMENT OF ADMA OPCO MAIN OFFICE BUILDING ndash MASIRAH ISLAND FOR
CLIENT c) SECURITY SYSTEM IMPLEMENTATION AT MASIRAIH ISLAND FOR CLIENT CNIA
(CRITICAL NATIONAL INFRASTRUCTURE AUTHORITY) d) NEW SULPHUR RUNDOWN PIPELINE ndash DAS ISLAND FOR CLIENT PDO OMAN e) CIVIL WORKS RELATED TO NEW RO PLANT - MASIRAIH ISLAND DURATION 19122015 TO 10102017 POSITION STRUCTURAL CIVIL ENGINEER ( DISASTER MITIGATION DESIGN ) Areas of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages STAAD Pro MathCAD amp Etabs
2- Created the spreadsheets and software programs 3- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with manhour estimation for performing project tasks
4- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
5- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
6- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
7- Design modeling and analysis of building structure 8- Design of shallow and deep foundation system 9- Structural forensic evaluation failure analysis of bridges and buildings 10- Seismic assessment of existing structures
Indian Work experience july 2006 to December 2011
EMPLOYER DHANCHANDRA GROUP LTD UNDER (HINDUSTAN PETROLEUM
CORPORATION LIMITED INDIA) WITH UNITY BUILDERS amp CONSULTANTS GULBARGA KARNATAKA STATE PROJECT1 (JSPL) -4X600 MW UNITS AT TAMAR CHHATTISGARH THERMAL
POWER PLANT GREEN FILEDamp BROWN FIELD COAL BASED CONNECTED WITH OIL GAS
INDUSTRY BOTH IN ONSHOREamp OFF SHORE WORKS NATURE OF JOB (EPC ON CONSTRUCTION FIELD ENGINEERING amp DESIGN
STANDARDS DURATION 1006 2006 TO 12102008 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN
PROJECT 2 DESIGN amp PROPOSED CONSTRUCTION OF AZAIBA COASTOL GRID
13211 KV GIS CONSTRUCTION OF NEW MUSCAT NORTH 380110138 KV BSP (SEC- WOA PROJECT) PETROLEUM DEVELOPMENT OF OMAN PROJECT CLIENT OMAN ELECTRISITY DISTRIBUTION COMPANY POSITION STRUCTURAL CIVIL ENGINEER Scope of Works
Muscat North BSP project Civil works consist of 4 Nos 500MVA Power Transformers foundations with fire walls and crash barriers 3 Norsquos 73 MVA Power Transformers foundations with fire walls and crash barriers 380kV GIS pre-cast building with cable tunnel amp mechanical room 380kV Outdoor GIB SF6 Air Bushing SA CVT amp Gantries foundations 110kV GIS pre-cast building with cable Basement amp mechanical room Double story Pre-cast Control building with cable basement raised floor mechanical room battery communication auxiliary relay test office rooms amp toilets 138kV switchgear building with cable basement Pump house building Gate house building with toilet Modular telecom room capacitor bank foundations PACU foundations Station Service Transformers foundations Precast boundary wall asphalted switch yard (200x1151meters) asphalted access road 8M wide 380kV Power cable tunnel 5M wide power amp control cable tunnels mechanicalcontrol cable trenches electricalcommunication duct banks manholes amp hand holes etc
Areas On Work in
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations amp design reviews 3 Responsible for the analysis and design of all steel frames supporting the plant
equipments such as OFA ports Flue gas ductwork access platforms walkways
etc 4 Prepared Staad models analyzed and designed industrial steel platforms
supporting gas pipes and valves fuel oil pipes switch boxes flue gas ducts OFA
ports Burners secondary steelworks access platforms and walkway 5 Designed for strengthening and modification of existing steelworks to receive new
loads Analyzed and designed for all connections (web angle cleats bolted end plates top and bottom cover plates welds etc) and produced detailed fabrication
drawings 6 Responsible for producing all the detailed connection designs associated with all
steel frames for the entire project 7 Calculated and Prepared Material Take Off (MTO) estimates for all steel work for
various platforms and equipment supports structures 8 All structural design and analysis done as perIndian Code of Standards ( IS456
IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro
Standards ASCE7ACI530AASHTO IBC2009AISC SP6 (6) ndashSeismic Design 06
BS 5950(steel) BS 8110(Reinforced Concrete) BS 6399(Loadings)
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN PROJECT 3 PROPOSED CONSTRUCTION OF SULPHUR GRANULATION PLANT POSITION STRUCTURAL CIVIL ENGINEER CLIENT PETROLEUM DEVELOPMENT OF OMAN (PDO ) Scope of the Work
The Site consisting of 3 Substations Granulator foundations Operations shelter 4
norsquos Control building Administrative building process utility buildings Maintained
amp warehouse buildings Sulphur Tanks ( max Dia 42 m) process water tanks Firewater tanks Irrigation water tanks Sulphur storage buildings pipe culverts pipe rack foundations amp Convenience foundations
Area Of Work In 1- Design modeling and analysis of building structures
2- Managed design implementation and validation of commercial earthquake models
3- Defined model requirements with the help of software services team geophysicists and geologists
4- Actively involved in hazard assessment procedures and design modeling 5- Established and managed group project schedules project component resources
and delivery commitments 6- Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7- Design of shallow and deep foundation system
8- Structural Design analysis of buildings 9- Seismic assessment of existing structures
PROJECT 4 PDO OMAN TRAIN 4 CONSTRUCTION OF 6NOS CRYOGENIC POST
TENSIONED TANKS ndash AL SEEB POSITION STRUCTURAL CIVIL ENGINEER DISASTER MITIGATION DESIGN CLIENT PDO SULTANATE OF OMAN
Area Of Work In
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations ampdesign reviews 3 Review amp approve design calculations of temporary works ampinterpretations 4 Review amp approve shop drawings 5 Checks attribute of BIM Families used by vendor in BIM model correspond to
preformed data of actual 6 Reviewed Architectural drawing for Commercial and Industrial Building Consists
of Steel Concrete andor Tilt-up Panel 7 Developed subroutine for Steel Joist design 8 Performed Stress Analysis on MCI building
9 Reviewed Shop drawings 10 Prepared Structural Calculation Plans amp Details sheets including 11 Foundation Steel Concrete Title-up Panel Load bearing Wall Shear Wall
Retaining wall JoistGirder Steel Farming Mezzanine
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN (PDO GAS PROJECT) PROJECT 5 a) TANK BUND STABILIZATION amp CIVIL REHABILITATION WORKS IN PROCESS PLANT
AREAS ndash MASIRAIH ISLAND FOR CLIENT PDOndash(PETROLEUM DEVELOPMENT OF
OMAN ) b) REFURBISHMENT OF ADMA OPCO MAIN OFFICE BUILDING ndash MASIRAH ISLAND FOR
CLIENT c) SECURITY SYSTEM IMPLEMENTATION AT MASIRAIH ISLAND FOR CLIENT CNIA
(CRITICAL NATIONAL INFRASTRUCTURE AUTHORITY) d) NEW SULPHUR RUNDOWN PIPELINE ndash DAS ISLAND FOR CLIENT PDO OMAN e) CIVIL WORKS RELATED TO NEW RO PLANT - MASIRAIH ISLAND DURATION 19122015 TO 10102017 POSITION STRUCTURAL CIVIL ENGINEER ( DISASTER MITIGATION DESIGN ) Areas of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages STAAD Pro MathCAD amp Etabs
2- Created the spreadsheets and software programs 3- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with manhour estimation for performing project tasks
4- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
5- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
6- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
7- Design modeling and analysis of building structure 8- Design of shallow and deep foundation system 9- Structural forensic evaluation failure analysis of bridges and buildings 10- Seismic assessment of existing structures
Indian Work experience july 2006 to December 2011
EMPLOYER DHANCHANDRA GROUP LTD UNDER (HINDUSTAN PETROLEUM
CORPORATION LIMITED INDIA) WITH UNITY BUILDERS amp CONSULTANTS GULBARGA KARNATAKA STATE PROJECT1 (JSPL) -4X600 MW UNITS AT TAMAR CHHATTISGARH THERMAL
POWER PLANT GREEN FILEDamp BROWN FIELD COAL BASED CONNECTED WITH OIL GAS
INDUSTRY BOTH IN ONSHOREamp OFF SHORE WORKS NATURE OF JOB (EPC ON CONSTRUCTION FIELD ENGINEERING amp DESIGN
STANDARDS DURATION 1006 2006 TO 12102008 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN PROJECT 3 PROPOSED CONSTRUCTION OF SULPHUR GRANULATION PLANT POSITION STRUCTURAL CIVIL ENGINEER CLIENT PETROLEUM DEVELOPMENT OF OMAN (PDO ) Scope of the Work
The Site consisting of 3 Substations Granulator foundations Operations shelter 4
norsquos Control building Administrative building process utility buildings Maintained
amp warehouse buildings Sulphur Tanks ( max Dia 42 m) process water tanks Firewater tanks Irrigation water tanks Sulphur storage buildings pipe culverts pipe rack foundations amp Convenience foundations
Area Of Work In 1- Design modeling and analysis of building structures
2- Managed design implementation and validation of commercial earthquake models
3- Defined model requirements with the help of software services team geophysicists and geologists
4- Actively involved in hazard assessment procedures and design modeling 5- Established and managed group project schedules project component resources
and delivery commitments 6- Provided recommendations on how to improve building constructions and
components materials design and automation of earthquake early-detection devices
7- Design of shallow and deep foundation system
8- Structural Design analysis of buildings 9- Seismic assessment of existing structures
PROJECT 4 PDO OMAN TRAIN 4 CONSTRUCTION OF 6NOS CRYOGENIC POST
TENSIONED TANKS ndash AL SEEB POSITION STRUCTURAL CIVIL ENGINEER DISASTER MITIGATION DESIGN CLIENT PDO SULTANATE OF OMAN
Area Of Work In
1 Structural Analysis amp design of structural RCC amp STEEL framed structures 2 Foundation review calculations ampdesign reviews 3 Review amp approve design calculations of temporary works ampinterpretations 4 Review amp approve shop drawings 5 Checks attribute of BIM Families used by vendor in BIM model correspond to
preformed data of actual 6 Reviewed Architectural drawing for Commercial and Industrial Building Consists
of Steel Concrete andor Tilt-up Panel 7 Developed subroutine for Steel Joist design 8 Performed Stress Analysis on MCI building
9 Reviewed Shop drawings 10 Prepared Structural Calculation Plans amp Details sheets including 11 Foundation Steel Concrete Title-up Panel Load bearing Wall Shear Wall
Retaining wall JoistGirder Steel Farming Mezzanine
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN (PDO GAS PROJECT) PROJECT 5 a) TANK BUND STABILIZATION amp CIVIL REHABILITATION WORKS IN PROCESS PLANT
AREAS ndash MASIRAIH ISLAND FOR CLIENT PDOndash(PETROLEUM DEVELOPMENT OF
OMAN ) b) REFURBISHMENT OF ADMA OPCO MAIN OFFICE BUILDING ndash MASIRAH ISLAND FOR
CLIENT c) SECURITY SYSTEM IMPLEMENTATION AT MASIRAIH ISLAND FOR CLIENT CNIA
(CRITICAL NATIONAL INFRASTRUCTURE AUTHORITY) d) NEW SULPHUR RUNDOWN PIPELINE ndash DAS ISLAND FOR CLIENT PDO OMAN e) CIVIL WORKS RELATED TO NEW RO PLANT - MASIRAIH ISLAND DURATION 19122015 TO 10102017 POSITION STRUCTURAL CIVIL ENGINEER ( DISASTER MITIGATION DESIGN ) Areas of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages STAAD Pro MathCAD amp Etabs
2- Created the spreadsheets and software programs 3- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with manhour estimation for performing project tasks
4- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
5- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
6- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
7- Design modeling and analysis of building structure 8- Design of shallow and deep foundation system 9- Structural forensic evaluation failure analysis of bridges and buildings 10- Seismic assessment of existing structures
Indian Work experience july 2006 to December 2011
EMPLOYER DHANCHANDRA GROUP LTD UNDER (HINDUSTAN PETROLEUM
CORPORATION LIMITED INDIA) WITH UNITY BUILDERS amp CONSULTANTS GULBARGA KARNATAKA STATE PROJECT1 (JSPL) -4X600 MW UNITS AT TAMAR CHHATTISGARH THERMAL
POWER PLANT GREEN FILEDamp BROWN FIELD COAL BASED CONNECTED WITH OIL GAS
INDUSTRY BOTH IN ONSHOREamp OFF SHORE WORKS NATURE OF JOB (EPC ON CONSTRUCTION FIELD ENGINEERING amp DESIGN
STANDARDS DURATION 1006 2006 TO 12102008 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
EMPLOYER SAIF SAID SAIF AL AKHZAMILLCPOBOX7 PC120QURIYAT MUSCAT
SULTANATE OF OMAN (PDO GAS PROJECT) PROJECT 5 a) TANK BUND STABILIZATION amp CIVIL REHABILITATION WORKS IN PROCESS PLANT
AREAS ndash MASIRAIH ISLAND FOR CLIENT PDOndash(PETROLEUM DEVELOPMENT OF
OMAN ) b) REFURBISHMENT OF ADMA OPCO MAIN OFFICE BUILDING ndash MASIRAH ISLAND FOR
CLIENT c) SECURITY SYSTEM IMPLEMENTATION AT MASIRAIH ISLAND FOR CLIENT CNIA
(CRITICAL NATIONAL INFRASTRUCTURE AUTHORITY) d) NEW SULPHUR RUNDOWN PIPELINE ndash DAS ISLAND FOR CLIENT PDO OMAN e) CIVIL WORKS RELATED TO NEW RO PLANT - MASIRAIH ISLAND DURATION 19122015 TO 10102017 POSITION STRUCTURAL CIVIL ENGINEER ( DISASTER MITIGATION DESIGN ) Areas of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages STAAD Pro MathCAD amp Etabs
2- Created the spreadsheets and software programs 3- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with manhour estimation for performing project tasks
4- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
5- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
6- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
7- Design modeling and analysis of building structure 8- Design of shallow and deep foundation system 9- Structural forensic evaluation failure analysis of bridges and buildings 10- Seismic assessment of existing structures
Indian Work experience july 2006 to December 2011
EMPLOYER DHANCHANDRA GROUP LTD UNDER (HINDUSTAN PETROLEUM
CORPORATION LIMITED INDIA) WITH UNITY BUILDERS amp CONSULTANTS GULBARGA KARNATAKA STATE PROJECT1 (JSPL) -4X600 MW UNITS AT TAMAR CHHATTISGARH THERMAL
POWER PLANT GREEN FILEDamp BROWN FIELD COAL BASED CONNECTED WITH OIL GAS
INDUSTRY BOTH IN ONSHOREamp OFF SHORE WORKS NATURE OF JOB (EPC ON CONSTRUCTION FIELD ENGINEERING amp DESIGN
STANDARDS DURATION 1006 2006 TO 12102008 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
Areas Of worked in
1- Structural analysis amp design of (RCCSteel) structures using software packages with SACS STAAD Pro MathCAD
2- Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3- Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4- Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5- Identified measures and wrote manuals on the procedures of risk assessment and management
6- Provided technical support and counsel regarding earthquake modeling techniques and design
7- Created the spreadsheets and software programs and by Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO IBC2009AISC SP6
(6) ndashSeismic Design 06 8- Prepared Basic Engineering Detailed Engineering Material Take-off
Preparation of technical specification Construction Scope of work Proposals RFQs Engineering deliverables list with man-hour estimation for performing project tasks
9- Preparation of Inputs for the General Arrangement Civil amp Structural drawings Conceptual designs Bar Bending schedule amp Structural steel fabrication drawings
10- Coordination and meeting with interdisciplinary disciplines as well as with Clients Contractors and Vendors
11- Supervising and assigning work to Structural Engineers PDS designers amp CADD draftspersons
12- Design modeling and analysis of building structure 13- Design of shallow and deep foundation system 14- Structural forensic evaluation failure analysis of bridges and buildings 15- Seismic assessment of existing structures
PROJECT 2 JSW- POWER PLANT650 X2 MW UNIT AT RAIGARH INDIA NATURE OF JOB 24rdquoCRUDE OIL amp 8rdquo GAS PIPELINESTORAGE TERMINAL PLANT
CONSTRUCTION TESTING amp COMMISSIONING PROJECT DURATION 13102009 TO 10102010 POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of worked in
1- Preparation of structural technical specifications project scope of works CTR and bid documents
2- Performed structural calculations on blast- resistant and non ndashblast resistant building
designs using Indian Code of Standards ( IS456 IS875 Part1Part2 amp PART3 IRC 06 IS 1893 Part 4 IS 4326 1993 ) British Euro Standards ASCE7ACI530AASHTO
IBC2009AISC SP6 (6) ndashSeismic Design 06 ASCE 7-10 FEMA 361 AISC IBC 2009
IBC2012 and guidelines and analysis amp design of blast -resistant buildings
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
3- Compiled comprehensive structural calculation reports which include FEA analysis for blast loads and foundation loads which were derived from environmental loads Also calculated and prescribed welds needed at foundations
4- Performed lift-lug and CG calculations and weight estimations
5- Prepared Structural lifting plans 6- Estimated steel member sizes for building with various blast loads for quotes and
structural engineer
PROJECT 3- GOVT HOSPITAL (G+6 COMMUNITY HEALTH CENTRE) AURANGABAD (279CROR) 4- CONSTRUCTION OF LIBRARY BUILDING AT PURNIMAL LAHOTI COLLEGE
(568CROR) LATUR 5- CONSTRUCTION OF ADMINISTRATIVE BUILDING FOR ADDITIONAL COLLECTOR
OFFICE(6 CRORE) SOLAPUR CLIENT PWD( PUBLIC WORKS DEPARTMENT ) AURANGABAD GOV TO F INDIA POSITION STRUCTURAL CIVIL ENGINEER EARTHQUAKE RESISTANT DESIGN Areas Of works in
1 Performed Structural Design amp Analysis of Steel amp concrete structure using IS US amp British Codes Of Practices amp Methods IS456-2000 IS1893 part 4 IS875 Part1 Part2 amp PART3
2 Acquired data handled building inventory and vulnerability analysis when subjected to earthquakes
3 Developed fragility curves and monetary loss curves of structures and public components subjected to earthquakes for the regions of interest
4 Researched on building vulnerabilities versus standard earthquake portfolio risk analysis models
5 Identified measures and wrote manuals on the procedures of risk assessment and management
6 Provided technical support and counsel regarding earthquake modeling techniques and design
7 Created a 3D Model of Structure for Seismic amp wind load calculation using Finite Element Software By STAAD Pro V8i RISA 3D ETABS SAFEProkon according to ASCE 7-10
8 Developed Spreadsheet in MS Excel to calculate Axial load of Structure And Concrete Steel Connection amp Anchorage Base Plate following ASCE 7-10 ACI 318 AISC amp IBC 2009
9 Analyzed amp Designed Conventional Reinforced Slab amp Post Tension Slab 10 Designed Concrete amp Steel beam Column Composite Steel Beam And
Shallow amp Deep Foundation - Isolated combined Wall Footing Slab on Grid Pile using ENERCALE V6 PTI Slab 35SP COLUMN
11 Executed design amp analysis Concrete Shear Wall amp Retaining Wall 12 Drafted X-Section of Structural component and connection of the member
using Computer Aid software such as AutoCAD
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
Academic Profile
Sr No Level Institute Year of
Passing
Grade
1 SSC (10thStd ) Millya High School Ambejogai
Aurangabad Board MS INDIA
March 1999 7546
(First
class)
2 HSC 12th Std
(science)
Poona College of Arts Science and
Commerce
Pune Board MS INDIA
February
2001
7350
(First
Class)
3 Bachelor of Civil
Engineering
Graduate Degree
MS Bidve Engineering CollegeLatur
City MS INDIA
Swami RamanandTeerthMarathwada
University Nanded (MS) INDIA
wwwsrtmunacin
May June
2006
70
(First
class)
4 M Tech
(Structural
Engineering)
Post-Graduation
KBN College of Enggamp Technology
Gulbarga City KS INDIA
Visvesvaraya Technological University
Belgaum City KS INDIA
wwwvtuacin
December
2009
First Class
with
Distinction
Extra-Curricular Activities 1 Member of the college NCC Programmers in 2oo5 2 Performed College level Cultural Competition in 2006 3 Captain of the College cricket team WonLatur District level VILAS RAO DESHMUKH
CRICKET CUP Man of the match 4 Elected as a Secretary of College cultural Activity Cell in 2006 Got medal by VC Of
University 5 Participated in various Cultural ampBUSSINESS Competitions in XIDAS 2006 6 Leadership award in 1998 Scholarship Awarded
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh
Personal profile
Name Rais Passport No R6541710 Expiry Date 9102027
Date of issue 10102017 Place of Issue Pune City ( Republic Of
India ) Permanent Address 5-1-37444VikasNagarLatur Maharashtra State India Present Address Vikas Nagar Barshi road Latur Maharashtra State Date of Birth 2771984 Nationality Indian GCC Driving License Omani Bahraini Indian Valid Marital Status Single Strengths 1 ndash Excellent Interpersonal Skills
2 ndash Self Discipline Phone no 00973 34235250 Bahrain 0091 7517001533 indian Languages Known Listening Reading Writing amp Speaking
English Marathi Tamil Arabic 14- CP R NO 841072116
15- Declaration I consider myself familiar with Civil Engineering Aspects I am
also confident of my ability to work in a team I hereby declare that the information furnished
above is true to the best of my knowledge Raisuddin DATE 30 06 2020 PLACE Karwar Karnataka State India
References Dhanchandra Construction pvt Ltd 0091-023820221475 MS Mohd Farhad Deshmukh Construction pvt ltd 0091-9422611339 Sahara construction company pvt Ltd 009102446247929 Saif Said Saif Al Akhzami Trading Establishments LLC PBNO 7 PC 120 Hail al Ghalf Quriyat
Muscat Oman 0096899350403 ( Sheikh Saif Sponsor ) Gamal Sidrak ( Project Manager) Prof KS Upase 0091 9422968873 (HOD) CIVIL Dept Arabian International Contracting WLL Raman Sharma Sir (Project Manager ) 00973038407379
wwwarabintlcom REEL Alesa MR Hangspeter (0097335097969) Bechtel BahrainMR Dave Maunder (0097366769095) EWA amp WDD Bahrain -00973 17991500 wwwewaewabh