CURRICULUM VITAE
MUJEEB UR REHMAN
BE CIVIL ENGINEERING
ME Civil Engineering (Specialization Geotechnical Engineering)
CELL# 0092-3362117391
UAE# 00971-0509097166
EMAIL: rehman.engineer@outlook.com
mujeeb_kandhro@yahoo.com
Objective: Around 10years experience of handling complex civil engineering projects, my
Objective is to join a dynamic team and to utilize my vast experience and knowledge For the
betterment of the team and thus attaining more professional satisfaction.
POSTAL ADRESS: H No.R1 White House Garden Sec 24/A Sch33 Gulzar-e-Hijri Karachi
Pakistan.
PERSONEL PROFILE
► NAME MUJEEB UR REHMAN KANDHRO
► FATHER NAME FATEH MOHAMMAD KANDHRO
► NATIONALITY PAKISTANI
► RELIGION ISLAM
► DOMICILE SINDH (R)
► MARITAL STATUS MARRIED
► N.I.C NO 43201-0531902-1
► PASSPORT NO CM 9159023
► VISA STATUS EMPLOYMENT
► DATE OF BIRTH 05-01-1983
ACADEMIC QUALIFICATION AND CERTIFICATIONS
► MASTER OF ENGINEERING M.Engg.in Civil Engineering (Specialization in Geo-
Technical Engineering) from NED Engineering
University Karachi Sindh Pakistan (Dec-2015 Grade -A)
► BACHELOR OF ENGINEERING B.E Civil Engineering Passed in (2005) in
1st
Division from Mehran University of
Engineering and Technology Jamshoro
Sindh Pakistan.
► INTERMEDIATE Intermediate 2nd
Division from Govt.Hyder
Bux jatoi Memorial Science College Dokri
Larkana (2001).
► MATRICULATION Govt.High School Badah Board Larkana
1st
Division in (1998).
► Registration in Pakistan Engineering Council.P.E.C.REG.NO.CIVIL/25984.
► A Former Member of Institute of Engineers of Pakistan (I.E.P).
COMPUTER KNOWLEDGE
► PMP Supported with Primavera P6 (version-8.2)
► Geo Studio2007
► Geo-5 (foundation design)
► Geo-5 Structural Analysis
► Strater3 Projects
► Subsurface Drainage design
► End notes
► Roc Data (Tunneling +Soil Rock mass Strength Parameters)
► Microsoft office, MS Project
► Internet Exploring
► Microsoft Window 98/2005/XP/2008
► LANGUAGE SPEAK: English, Arabic, Urdu, Sindhi
INTERNSHIP AND SHORT COURSES
► Attending Two Days Short Course on Environmental Issues and Pollution on Control
(EEC-1).Arrange by Pakistan Engineering Council (PEC).
► Attending 10Days Certification course in Project Management professional Supported with
Primavera P6 (version-8.2) W.e.f 16-06-2014 to 27-06-2014 Arrange by Dawood Engineering
University Karachi Sindh Pakistan.
► One Month Internship at Lyari Express way Highway project at Karachi w.e.f 28-05-2004
To 28-06-2004.
CAREER HISTORY 10.6YEARS
►Worked as a Deputy Manager (Marine works) with M/S Tuwairqi Steel Mills
Engineering(TSMEL) J/V Posco engineering at Construction of Ship lifts and Transfer
System Project Marine Works. Pakistan W.e.f 01-06-2013 to 31-03-2016.
► Employer Tuwairqi Steel mills Engineering J/V Posco engineering international
► Designation Deputy Manager (Marine Works)
► PROJECT Marine Civil works for Ship lifts and Transfer system Pakistan
► CLIENT Karachi Shipyard & engineering works ltd (KSEW)
► Consultant NESPAK Pakistan
► Contract value 3Billion PKR
► Project Area 9.616 Acres
SCOPE OF WORK: To Setup Ship lift and Transfer System with Six Repair stations
PROJECT INCLUDE (Dredging, Filling, Piling works, Repair stations)
1) REPAIR STATIONS NOS-06 (Total Length 803M)
● Repair station Length 75M
● Repair station Length 75M
● Repair station Length 125M
● Repair station Length 125M
● Repair station Length 90 M
● Repair station Length 55M
● Jetty Structure Length 129M x16M at -12.50KPD
● Quay Structure Length 129 M x 34M
2) Piling works (Total Nos.1648)
● Vertical Piles Length 38M, Nos.1337
● Inclined Piles Length 40M, Nos.146
● Secant Piles (Male+Female) Length 37M, Nos.165
3) Maximum Ship lift Length 129M
4) Ship lift Tonnage Capacity 7781Tons
5) Dredging works @ -12.50M
● Dredging Volume 80000m3
RESPONSIBILITIES &DUTIES
● Preparation Daily & Monthly Progress report.
● Ensure QA and HSE requirement and procedures are observed at site.
● Served as Lead and Focal point for day to day civil works requirements, meeting targets &
Projects Deadline in a cost effective and efficient way with site administration.
● Evaluates modification requests from subcontractor for civil works and analyze relevant data
to verify validity and feasibility of the modification request.
● Reviews various requests for engineering support that may involve carrying out conceptual
Designs, inspecting suspected problems on site and providing recommendations.
● Liasioning with the engineering consultants to prepare engineering deliverables and design
And engineering packages.
● Reviews the preparation of conceptual, basic and detailed designs for civil projects including,
defining scope of work, advising on design concepts, design standards and local specifications.
● Supervision inspection of Bathymetry survey, Single Beam & Multi Beam Survey at Jetty Area.
● Preparation RFQ for Dredging work, Offshore Structure dismantling, Offshore & Onshore Piling works.
● Attending meetings, quality inspections and monitoring the progress through daily reports, two
Weeks look ahead schedule to make sure work progress is according to project schedule
● Preparation and reviewing of all the documentation work including Method statement, RFQ, Job Safety
Analysis, bar bending schedule, and estimation of all the quantities.
● Preparation of Daily Schedule and Issuing Targets to supervisors.
● Planning and managing all the resources and activities during construction work
● Monitoring the progress of different activities according to the project schedule.
● Attending weekly Meetings with Clients.
● I also responsible for Quality control work at some stages in absence of QC Engineer.
►Worked as a Project Engineer (Marine works) with M/S National Marine Dredging
Company (NMDC) at Construction of Barakah Nuclear Power Plant Project (BNPP)
Marine Works UAE. W.e.f 01-05-2012 to 01-05-2013.
► Employer National Marine Dredging Company (NMDC)
► Designation Project Engineer (Marine Works)
► PROJECT Barakah Nuclear Power Plant Project (BNPP) UAE
► Contract Value 1Billion Dirhams
► CLIENT KEPCO-ENEC (Emirates Nuclear Energy Corporation)
PROJECT INCLUDE (Dredging, Filling, Break Waters, Sheet piles & Cut off wall)
1) BREAK WATERS (Total Length 15.30KM)
● Intake Inner Break Water Length 3081M
● Intake Outer Break Water Length 7609M
● Discharge Outer Break Water Length 3622M
● Discharge inner Break Water Length 1020M
● Core Locs (3.36 Ton) 1.4m3 93201 nos
● Core Locs (5.76 Ton) 2.4m3 297 nos
2) Offshore Cutoff Wall 2.70KM
3) Dredging works
● Dredging Volume 9.6million m3
4) Construction Cofferdam
● Discharge Cofferdam 365M
● Intake Cofferdam 407M
5) Sheet Piles 1417M
6) Construction Wharf 516M
PROJECT OBJECTIVE
The main objective is to separate the hot discharged water from cool intake water. Main works are
dredging of intake channel, intake basin, Discharge channel, Discharge Navigation channel to -6.5MSL
and construction of intake and discharge Breakwaters.
RESPONSIBILITIES &DUTIES
● Manage and responsible for the day to day activities.
● Ensure QA and HSE requirement and procedures are observed at site.
● Served as Lead and Focal point for day to day civil works requirements, meeting targets & projects
Deadline in a cost effective and efficient way with site administration.
● Evaluates modification requests from subcontractor for civil works and analyze relevant data
to verify validity and feasibility of the modification request.
● Reviews various requests for engineering support that may involve carrying out conceptual designs,
inspecting suspected problems on site and providing recommendations.
● Liasioning with the engineeringconsultants to prepare engineering deliverables and design and
engineering packages.
● Reviews the preparation of conceptual, basic and detailed designs for civil projects including,
defining scope of work, advising on design concepts, design standards and local specifications.
● Attending meetings, quality inspections and monitoring the progress through daily reports, two
weeks look ahead schedule to make sure work progress is according to project schedule.
● During Execution I assist the engineering team in designing at some stages. My job also includes the
Detail planning and issuing targets to site engineers and Subcontractors to meet the project schedule.
● Reviews various requests for engineering support that may involve carrying out conceptual
Designs, inspecting suspected problems on site and providing recommendations.
● In the absence of Site QC Engineer, I am also responsible for all Quality Inspections and related matters.
● Preparation and reviewing of all the documentation work including Method statement, Job Safety
Analysis, bar bending schedule, and estimation of all the quantities
● To make sure work is going on as per Drawings, Specifications, Standards, Quality, and Safety Requirements.
● Preparation of Daily Schedule and Issuing Targets to supervisors.
● Planning and managing all the resources and activities during construction work
● Monitoring the progress of different activities according to the project schedule.
● Attending weekly Meetings with Clients.
● I also responsible for Quality control work at some stages in absence of QC Engineer.
►Worked as a Marine Civil Engineer with M/S Royal Haskoning Consultant UK Maritime
J/V Khatib & Alami and Partners Consulting Architects and Engineers at Construction of
New Sea Port and Dry Dock Complex (NPDD) Duqum (Maritime Works) Project Muscat
Sultanate of Oman w.e.f 01-01-2008 to 01-05-2012.
► Employer Royal Haskoning Consultant UK Maritime Division J/V Khatib
Alami and partners Consulting Architects & Engineers
► Designation Marine Civil Engineer
► CONTRACTOR CCC-STFA-JDN
► PROJECT Construction of new port and Dry Dock Complex At Duqum-
Construction of Maritime works sultanate of Oman
► CLIENT Directorate General of Ports and Maritime Affairs
Ministry of Transport and Communications Sultanate of Oman
PROJECT INCLUDE (Break water, Quay walls, Ship lifts, slipways, Fast Ferry Berth, Jetties
& Rock Revetments)
1) BREAK WATERS
● Main Break Water Length = 4110m @ -12 to -19mCD
● Lee Break Water Length = 4600m @ -5 to -19mCD
● Core Locs (20.40 Ton) 8.5m3 21000 nos
● Core Locs (7.20 Ton) 3.0m3 27000 nos
● Concrete Wave Wall Unit Lee Break water 952units
● Concrete Wave Wall Unit Main Break Water 797 Units
2) COMMERCIAL QUAY WALL BERTH (Length=2300m)
● Commercial Quay Wall or Main quay wall 8 Berth Length = 2300m at -20.40mCD
● RCC Block for Main Quay wall (Total Block 7300Nos & Weight ranging 130-160tons)
● Tug Berth Quay wall Length = 152m at -10.00mCD
● Finger Jetty Quay Wall Length = 152m at -13.00mCD
● Northern Rock revetment Length = 340m at -20.00mCD
● Craft Harbour revetment for the construction of port maintenance Length=266m at -10mCD
3) GOVERNMENT BERTH QUAY WALL (Length=1160m)
● Government Berth Quay wall Length = 1160m at -15.00mCD
Royal Navy of Oman QUAY WALL BERTH
Royal Oman police QUAY WALL BERTH
Royal Yacht QUAY WALL BERTH
Public Marina QUAY WALL BERTH
Ro-Ro Berth (Roll-On/Roll-Off Passenger/Car Ferry)
● Pontoons-3Nos- (Total Number of Piles 42Nos)
● RCC Block for Government Berth Quay Wall (Block 1850 Nos Weight ranging 48-167tons)
● Fast Ferry Berth Quay wall Length = 171m at -13.00mCD
● RCC Block for Fast Ferry Berth Quay wall (Total Block 300Nos & Weight ranging 68- 167)
● Slipway Rcc Slab Length = 74m at -7.00mCD
● Government Berth Rock Revetment or West Rock Revetment Length= 1150m at -11.00mCD
● East Rock Revetment Length = 525m at -5.00mCD
4.Dredging works
1) Dredging Volume 62, 000,000m3
2) Reclamation Volume 20, 000,000 m3
● Inner harbor Depth -18.00mCD
● Approach channel depth -19.00mCD
● Entrance Channel Length= 9.700KM
RESPONSIBILITIES &DUTIES
● Supervision inspection of different Surveys, Hydrographic survey, Multi Beam Survey, land
Surveys, Marine surveys and Settlement survey of Reclamation areas and Deck Slab.
● Supervision and Inspection of Dredging of Quay wall Foundation trench, Slipway, Break waters,
Rock Revetments, Inner Harbor and Approach Channel as per Design Chart Datum.
● Supervision and Inspection for the placement of Rock Bedding layer Grade50 /Bedding Frame.
Level and Coordinate of Bedding frame legs checked as per Design.
● Supervision and Inspection of Block Placement underwater Foundation trench of Quay wall
Berth checking layer by layer Block Placement as per Design levels and Coordinates.
● Checking & monitoring Casting of Quay wall PC Block and PC Cope unit at Precast yard.
● Checking and monitoring Geotextile layer placement behind Quay wall (Reclamation), Main
Break water Port Side Backfill (Reclamation) and Rock Revetment port side backfill.
● Checking of Shop Drawing and Reinforcement Bar Bending Schedule of PC Block, PC Cope
Unit (Quay wall) And Insitu Continuous Quay wall Berth Deck Slab.
● Checking and monitoring of Concrete PC Block, Correction Layer@ top T6 Block, Quay wall
Shear key, Insitu Deck Slab, Shot Crete Concrete for Cliff Stabilization, Slipway Slab and Wave
Wall @ Break waters and Core loc Casting.
● Supervision and inspection of Core loc Placement @ Main Break Water and Lee Break Water.
Core loc Placement Layer by layer under water with Possi Block System According to CLI given
Coordinates as well as Core loc placement Layer by layer Behind Wave wall above Water
manually with American Crane as per CLI Given Coordinates and Marine Specification.
● Supervision Installation of Harbour Buoy (IALA Special marks), Harbour lights (240V AC
Transformed to 12V DC), Main Break water Head light (Range of 9Nautical miles to an observer
With a Height of 5m above Sea Level), Lee Break Water Head light (Range of 3Nautical miles to
An observer with a Height of 2m above sea level) and Jetty corner light IALA 6bulblampchanger.
● Supervision and inspection of CPT test offshore Quay Wall trench as well as Reclamation Areas
Behind Quay Wall to ensure the Soil Investigation, classification of soil, Investigation of fine
Grained soil and the Bearing capacity where construction is carried out.
● Supervision and inspection of the different Quality test at site and laboratory for Rock Quality-A
And Rock Quality-B, Reclamation sand and concrete as per Marine Specification.
● Monitoring & inspection for the Placement of 100kg Single size stone Breathing/Overtopping
Protection material next to Main Break Water (Crest) Wave Wall. Bottom level +6.51CD to
Top level of the layer +7.41CD with Top Crest width of the layer 5.00m.
● Checking and monitoring Reinforcement of insitu Continuous Quay wall Deck slab as per
Bar Bending Schedule and Construction Drawing.
● Supervision Installation of all Deck furniture @ Quay wall Berth (Fenders Arch, Floating
Fenders & Super Cone Fenders According to TRELLEBORG ENGINEERED SYSTEM)
Ladders, Bollards 200Ton, Life Buoy, Man hole & Turn over pit Cover Recess, Drainage pipe
Hand Railing, Rubbing Strips, Mooring rings, Safety Barrier Post, SS Angles, Storm anchor pit
Tie downs, Crane Buffer and Kerb stone. Anchoring Installation for Fenders, Bollards, Ladders
Hand railing, Mooring Ring, rubbing strips, Safety Barrier Post Crane Buffer and Life buoy.
● Assist in Preparation of Daily,Weekly and Monthly Progress Report.
● Liaison with the contractor on all construction related matters.
● Attend inspections to ensure that works are constructed in accordance with the contract
Documentation and method statements. Maintain photo and written Diaries to record daily works
● Ensure that the construction work is accomplished in accordance with the Construction Marine
Specification and Construction Drawing.
● Review the Health safety measures provided for the Heavy Cranes, Dumpers, light vehicles,
Project workers and suggest the Concessionaire for implementation in case of any deficiency.
►Worked as Site Inspector at Highway project with M/S Techno Consult International @
Improvement of Quetta Western By Pass (N-25) Project Pakistan 01-01-2006 to 01-01-2008.
► Employer M/S Techno Consult International Pvt Ltd Karachi Pakistan
► Designation Site Inspector
► PROJECT Quetta Western By-pass Project N-25 Pakistan
► CLIENT National Highway Authority (NHA) Pakistan
► Time Duration 1st
Jan 2006 to 1st Jan 2008
Description of duties: Responsible for the construction Supervision of Flexible Pavement
For all activities related to Road Construction Including Clearing Grubbing, Rcc Drain, Sub Grade,
Sub base, Base course, Asphalt Base course, Asphalt wearing course and structural works.
Scope of Work.
The objective of this services is to study and evaluate, plan, design and supervise the required
Construction or Maintenance and rehabilitation works of the existing road network including
Geometric and traffic improvemens, access condition, and parking needs etc for Road in Pakistan.
RESPONSIBILITIES & DUTIES
● supervising the job as per contract Agreement, Drawing and work carried out According to
General Specification of NHA (National Highway Authority Pakistan) Approving Concrete and
Asphalt mix Design.
● Supervision and inspection of Earth work/Embankment, Sub Grade, Sub Base, Crushed
Aggregate Base Course, Asphalt Base Course and Asphalt Wearing Course as per Technical
Specification NHA maintaining the quality check during the preparation of Embankment/Earth
Work, Sub Grade, Sub Base and Base Course.
● Checking and laying of Asphaltic Base Course & Wearing Course to Ensure the Laying
Temperature should be uniform, Asphalt mix should be free from excessive fines, Asphalt mix
Should not be burned, Asphalt Mix color should not be too brown or gray, Asphalt content should
Check Job Mix formula and there Rolling Compaction.
● Supervise the Asphalt paving operation with an aim to get a good quality job with an excellent
Riding quality.
● Supervision Inspection of Double Surface Treatment @shoulders corresponding to Pavement
Width at both sides.
● Ensuring the works contract and contractual clauses related to the quality or quantities of work to
Be followed properly.
● Review RFI and forwarded to senior for approval of the work program of the concessionaire.
● Review the safety measures provided for the traffic and project workers and suggest the
Concessionaire for implementation in case of any deficiency.
● Supervision Inspection of Highway structures (Bridges, Box Culverts and Pipe Culverts)
● Checking of Shop Drawing and Steel Bar Bending Schedule of piles, piers, Transoms, Girders,
Barriers, Culvert Slab, Culvert Wing walls, culvert side walls and Bridge Deck slab.
● Supervision of Load Test Piles of various sizes.
● Monitoring and inspection of Concrete for Piling, Girders, Piers, Transoms, Barriers ,Culvert slab,
Culvert Wing walls, culvert side walls and Bridge Deck slab.
● Supervision and Inspection of Casting of Girders and Pre-stressing of Girders.
● Ensure that the construction work is accomplished in accordance with the technical or standard
Specification and Construction Drawing.
STUDY TOURS
► Thatta Cement factory.
► Current Repair of Sukkar Barrage.
► Construction of Quaid-e-Azam Air port Karachi.
► Lyari Express Way Project at Karachi.
► Town Planning of Gulshan-e-Maymar Karachi.
► Tour of Railway Engineering at Cantt Station Karachi.
PROJECT/THESIS
► Geometric Design and Structural Design in Highway.

Rehman cv

  • 1.
    CURRICULUM VITAE MUJEEB URREHMAN BE CIVIL ENGINEERING ME Civil Engineering (Specialization Geotechnical Engineering) CELL# 0092-3362117391 UAE# 00971-0509097166 EMAIL: rehman.engineer@outlook.com mujeeb_kandhro@yahoo.com Objective: Around 10years experience of handling complex civil engineering projects, my Objective is to join a dynamic team and to utilize my vast experience and knowledge For the betterment of the team and thus attaining more professional satisfaction. POSTAL ADRESS: H No.R1 White House Garden Sec 24/A Sch33 Gulzar-e-Hijri Karachi Pakistan. PERSONEL PROFILE ► NAME MUJEEB UR REHMAN KANDHRO ► FATHER NAME FATEH MOHAMMAD KANDHRO ► NATIONALITY PAKISTANI ► RELIGION ISLAM ► DOMICILE SINDH (R) ► MARITAL STATUS MARRIED ► N.I.C NO 43201-0531902-1 ► PASSPORT NO CM 9159023 ► VISA STATUS EMPLOYMENT ► DATE OF BIRTH 05-01-1983 ACADEMIC QUALIFICATION AND CERTIFICATIONS ► MASTER OF ENGINEERING M.Engg.in Civil Engineering (Specialization in Geo- Technical Engineering) from NED Engineering University Karachi Sindh Pakistan (Dec-2015 Grade -A) ► BACHELOR OF ENGINEERING B.E Civil Engineering Passed in (2005) in 1st Division from Mehran University of Engineering and Technology Jamshoro Sindh Pakistan. ► INTERMEDIATE Intermediate 2nd Division from Govt.Hyder Bux jatoi Memorial Science College Dokri Larkana (2001). ► MATRICULATION Govt.High School Badah Board Larkana 1st Division in (1998). ► Registration in Pakistan Engineering Council.P.E.C.REG.NO.CIVIL/25984. ► A Former Member of Institute of Engineers of Pakistan (I.E.P). COMPUTER KNOWLEDGE ► PMP Supported with Primavera P6 (version-8.2)
  • 2.
    ► Geo Studio2007 ►Geo-5 (foundation design) ► Geo-5 Structural Analysis ► Strater3 Projects ► Subsurface Drainage design ► End notes ► Roc Data (Tunneling +Soil Rock mass Strength Parameters) ► Microsoft office, MS Project ► Internet Exploring ► Microsoft Window 98/2005/XP/2008 ► LANGUAGE SPEAK: English, Arabic, Urdu, Sindhi INTERNSHIP AND SHORT COURSES ► Attending Two Days Short Course on Environmental Issues and Pollution on Control (EEC-1).Arrange by Pakistan Engineering Council (PEC). ► Attending 10Days Certification course in Project Management professional Supported with Primavera P6 (version-8.2) W.e.f 16-06-2014 to 27-06-2014 Arrange by Dawood Engineering University Karachi Sindh Pakistan. ► One Month Internship at Lyari Express way Highway project at Karachi w.e.f 28-05-2004 To 28-06-2004. CAREER HISTORY 10.6YEARS ►Worked as a Deputy Manager (Marine works) with M/S Tuwairqi Steel Mills Engineering(TSMEL) J/V Posco engineering at Construction of Ship lifts and Transfer System Project Marine Works. Pakistan W.e.f 01-06-2013 to 31-03-2016. ► Employer Tuwairqi Steel mills Engineering J/V Posco engineering international ► Designation Deputy Manager (Marine Works) ► PROJECT Marine Civil works for Ship lifts and Transfer system Pakistan ► CLIENT Karachi Shipyard & engineering works ltd (KSEW) ► Consultant NESPAK Pakistan ► Contract value 3Billion PKR ► Project Area 9.616 Acres SCOPE OF WORK: To Setup Ship lift and Transfer System with Six Repair stations PROJECT INCLUDE (Dredging, Filling, Piling works, Repair stations) 1) REPAIR STATIONS NOS-06 (Total Length 803M) ● Repair station Length 75M ● Repair station Length 75M ● Repair station Length 125M ● Repair station Length 125M ● Repair station Length 90 M ● Repair station Length 55M ● Jetty Structure Length 129M x16M at -12.50KPD ● Quay Structure Length 129 M x 34M 2) Piling works (Total Nos.1648) ● Vertical Piles Length 38M, Nos.1337 ● Inclined Piles Length 40M, Nos.146 ● Secant Piles (Male+Female) Length 37M, Nos.165
  • 3.
    3) Maximum Shiplift Length 129M 4) Ship lift Tonnage Capacity 7781Tons 5) Dredging works @ -12.50M ● Dredging Volume 80000m3 RESPONSIBILITIES &DUTIES ● Preparation Daily & Monthly Progress report. ● Ensure QA and HSE requirement and procedures are observed at site. ● Served as Lead and Focal point for day to day civil works requirements, meeting targets & Projects Deadline in a cost effective and efficient way with site administration. ● Evaluates modification requests from subcontractor for civil works and analyze relevant data to verify validity and feasibility of the modification request. ● Reviews various requests for engineering support that may involve carrying out conceptual Designs, inspecting suspected problems on site and providing recommendations. ● Liasioning with the engineering consultants to prepare engineering deliverables and design And engineering packages. ● Reviews the preparation of conceptual, basic and detailed designs for civil projects including, defining scope of work, advising on design concepts, design standards and local specifications. ● Supervision inspection of Bathymetry survey, Single Beam & Multi Beam Survey at Jetty Area. ● Preparation RFQ for Dredging work, Offshore Structure dismantling, Offshore & Onshore Piling works. ● Attending meetings, quality inspections and monitoring the progress through daily reports, two Weeks look ahead schedule to make sure work progress is according to project schedule ● Preparation and reviewing of all the documentation work including Method statement, RFQ, Job Safety Analysis, bar bending schedule, and estimation of all the quantities. ● Preparation of Daily Schedule and Issuing Targets to supervisors. ● Planning and managing all the resources and activities during construction work ● Monitoring the progress of different activities according to the project schedule. ● Attending weekly Meetings with Clients. ● I also responsible for Quality control work at some stages in absence of QC Engineer. ►Worked as a Project Engineer (Marine works) with M/S National Marine Dredging Company (NMDC) at Construction of Barakah Nuclear Power Plant Project (BNPP) Marine Works UAE. W.e.f 01-05-2012 to 01-05-2013. ► Employer National Marine Dredging Company (NMDC) ► Designation Project Engineer (Marine Works) ► PROJECT Barakah Nuclear Power Plant Project (BNPP) UAE ► Contract Value 1Billion Dirhams ► CLIENT KEPCO-ENEC (Emirates Nuclear Energy Corporation) PROJECT INCLUDE (Dredging, Filling, Break Waters, Sheet piles & Cut off wall) 1) BREAK WATERS (Total Length 15.30KM) ● Intake Inner Break Water Length 3081M ● Intake Outer Break Water Length 7609M ● Discharge Outer Break Water Length 3622M ● Discharge inner Break Water Length 1020M ● Core Locs (3.36 Ton) 1.4m3 93201 nos ● Core Locs (5.76 Ton) 2.4m3 297 nos 2) Offshore Cutoff Wall 2.70KM 3) Dredging works ● Dredging Volume 9.6million m3 4) Construction Cofferdam ● Discharge Cofferdam 365M ● Intake Cofferdam 407M 5) Sheet Piles 1417M
  • 4.
    6) Construction Wharf516M PROJECT OBJECTIVE The main objective is to separate the hot discharged water from cool intake water. Main works are dredging of intake channel, intake basin, Discharge channel, Discharge Navigation channel to -6.5MSL and construction of intake and discharge Breakwaters. RESPONSIBILITIES &DUTIES ● Manage and responsible for the day to day activities. ● Ensure QA and HSE requirement and procedures are observed at site. ● Served as Lead and Focal point for day to day civil works requirements, meeting targets & projects Deadline in a cost effective and efficient way with site administration. ● Evaluates modification requests from subcontractor for civil works and analyze relevant data to verify validity and feasibility of the modification request. ● Reviews various requests for engineering support that may involve carrying out conceptual designs, inspecting suspected problems on site and providing recommendations. ● Liasioning with the engineeringconsultants to prepare engineering deliverables and design and engineering packages. ● Reviews the preparation of conceptual, basic and detailed designs for civil projects including, defining scope of work, advising on design concepts, design standards and local specifications. ● Attending meetings, quality inspections and monitoring the progress through daily reports, two weeks look ahead schedule to make sure work progress is according to project schedule. ● During Execution I assist the engineering team in designing at some stages. My job also includes the Detail planning and issuing targets to site engineers and Subcontractors to meet the project schedule. ● Reviews various requests for engineering support that may involve carrying out conceptual Designs, inspecting suspected problems on site and providing recommendations. ● In the absence of Site QC Engineer, I am also responsible for all Quality Inspections and related matters. ● Preparation and reviewing of all the documentation work including Method statement, Job Safety Analysis, bar bending schedule, and estimation of all the quantities ● To make sure work is going on as per Drawings, Specifications, Standards, Quality, and Safety Requirements. ● Preparation of Daily Schedule and Issuing Targets to supervisors. ● Planning and managing all the resources and activities during construction work ● Monitoring the progress of different activities according to the project schedule. ● Attending weekly Meetings with Clients. ● I also responsible for Quality control work at some stages in absence of QC Engineer. ►Worked as a Marine Civil Engineer with M/S Royal Haskoning Consultant UK Maritime J/V Khatib & Alami and Partners Consulting Architects and Engineers at Construction of New Sea Port and Dry Dock Complex (NPDD) Duqum (Maritime Works) Project Muscat Sultanate of Oman w.e.f 01-01-2008 to 01-05-2012. ► Employer Royal Haskoning Consultant UK Maritime Division J/V Khatib Alami and partners Consulting Architects & Engineers ► Designation Marine Civil Engineer ► CONTRACTOR CCC-STFA-JDN ► PROJECT Construction of new port and Dry Dock Complex At Duqum- Construction of Maritime works sultanate of Oman ► CLIENT Directorate General of Ports and Maritime Affairs Ministry of Transport and Communications Sultanate of Oman PROJECT INCLUDE (Break water, Quay walls, Ship lifts, slipways, Fast Ferry Berth, Jetties & Rock Revetments) 1) BREAK WATERS ● Main Break Water Length = 4110m @ -12 to -19mCD ● Lee Break Water Length = 4600m @ -5 to -19mCD
  • 5.
    ● Core Locs(20.40 Ton) 8.5m3 21000 nos ● Core Locs (7.20 Ton) 3.0m3 27000 nos ● Concrete Wave Wall Unit Lee Break water 952units ● Concrete Wave Wall Unit Main Break Water 797 Units 2) COMMERCIAL QUAY WALL BERTH (Length=2300m) ● Commercial Quay Wall or Main quay wall 8 Berth Length = 2300m at -20.40mCD ● RCC Block for Main Quay wall (Total Block 7300Nos & Weight ranging 130-160tons) ● Tug Berth Quay wall Length = 152m at -10.00mCD ● Finger Jetty Quay Wall Length = 152m at -13.00mCD ● Northern Rock revetment Length = 340m at -20.00mCD ● Craft Harbour revetment for the construction of port maintenance Length=266m at -10mCD 3) GOVERNMENT BERTH QUAY WALL (Length=1160m) ● Government Berth Quay wall Length = 1160m at -15.00mCD Royal Navy of Oman QUAY WALL BERTH Royal Oman police QUAY WALL BERTH Royal Yacht QUAY WALL BERTH Public Marina QUAY WALL BERTH Ro-Ro Berth (Roll-On/Roll-Off Passenger/Car Ferry) ● Pontoons-3Nos- (Total Number of Piles 42Nos) ● RCC Block for Government Berth Quay Wall (Block 1850 Nos Weight ranging 48-167tons) ● Fast Ferry Berth Quay wall Length = 171m at -13.00mCD ● RCC Block for Fast Ferry Berth Quay wall (Total Block 300Nos & Weight ranging 68- 167) ● Slipway Rcc Slab Length = 74m at -7.00mCD ● Government Berth Rock Revetment or West Rock Revetment Length= 1150m at -11.00mCD ● East Rock Revetment Length = 525m at -5.00mCD 4.Dredging works 1) Dredging Volume 62, 000,000m3 2) Reclamation Volume 20, 000,000 m3 ● Inner harbor Depth -18.00mCD ● Approach channel depth -19.00mCD ● Entrance Channel Length= 9.700KM RESPONSIBILITIES &DUTIES ● Supervision inspection of different Surveys, Hydrographic survey, Multi Beam Survey, land Surveys, Marine surveys and Settlement survey of Reclamation areas and Deck Slab. ● Supervision and Inspection of Dredging of Quay wall Foundation trench, Slipway, Break waters, Rock Revetments, Inner Harbor and Approach Channel as per Design Chart Datum. ● Supervision and Inspection for the placement of Rock Bedding layer Grade50 /Bedding Frame. Level and Coordinate of Bedding frame legs checked as per Design. ● Supervision and Inspection of Block Placement underwater Foundation trench of Quay wall Berth checking layer by layer Block Placement as per Design levels and Coordinates. ● Checking & monitoring Casting of Quay wall PC Block and PC Cope unit at Precast yard. ● Checking and monitoring Geotextile layer placement behind Quay wall (Reclamation), Main Break water Port Side Backfill (Reclamation) and Rock Revetment port side backfill. ● Checking of Shop Drawing and Reinforcement Bar Bending Schedule of PC Block, PC Cope Unit (Quay wall) And Insitu Continuous Quay wall Berth Deck Slab. ● Checking and monitoring of Concrete PC Block, Correction Layer@ top T6 Block, Quay wall Shear key, Insitu Deck Slab, Shot Crete Concrete for Cliff Stabilization, Slipway Slab and Wave Wall @ Break waters and Core loc Casting. ● Supervision and inspection of Core loc Placement @ Main Break Water and Lee Break Water. Core loc Placement Layer by layer under water with Possi Block System According to CLI given Coordinates as well as Core loc placement Layer by layer Behind Wave wall above Water manually with American Crane as per CLI Given Coordinates and Marine Specification.
  • 6.
    ● Supervision Installationof Harbour Buoy (IALA Special marks), Harbour lights (240V AC Transformed to 12V DC), Main Break water Head light (Range of 9Nautical miles to an observer With a Height of 5m above Sea Level), Lee Break Water Head light (Range of 3Nautical miles to An observer with a Height of 2m above sea level) and Jetty corner light IALA 6bulblampchanger. ● Supervision and inspection of CPT test offshore Quay Wall trench as well as Reclamation Areas Behind Quay Wall to ensure the Soil Investigation, classification of soil, Investigation of fine Grained soil and the Bearing capacity where construction is carried out. ● Supervision and inspection of the different Quality test at site and laboratory for Rock Quality-A And Rock Quality-B, Reclamation sand and concrete as per Marine Specification. ● Monitoring & inspection for the Placement of 100kg Single size stone Breathing/Overtopping Protection material next to Main Break Water (Crest) Wave Wall. Bottom level +6.51CD to Top level of the layer +7.41CD with Top Crest width of the layer 5.00m. ● Checking and monitoring Reinforcement of insitu Continuous Quay wall Deck slab as per Bar Bending Schedule and Construction Drawing. ● Supervision Installation of all Deck furniture @ Quay wall Berth (Fenders Arch, Floating Fenders & Super Cone Fenders According to TRELLEBORG ENGINEERED SYSTEM) Ladders, Bollards 200Ton, Life Buoy, Man hole & Turn over pit Cover Recess, Drainage pipe Hand Railing, Rubbing Strips, Mooring rings, Safety Barrier Post, SS Angles, Storm anchor pit Tie downs, Crane Buffer and Kerb stone. Anchoring Installation for Fenders, Bollards, Ladders Hand railing, Mooring Ring, rubbing strips, Safety Barrier Post Crane Buffer and Life buoy. ● Assist in Preparation of Daily,Weekly and Monthly Progress Report. ● Liaison with the contractor on all construction related matters. ● Attend inspections to ensure that works are constructed in accordance with the contract Documentation and method statements. Maintain photo and written Diaries to record daily works ● Ensure that the construction work is accomplished in accordance with the Construction Marine Specification and Construction Drawing. ● Review the Health safety measures provided for the Heavy Cranes, Dumpers, light vehicles, Project workers and suggest the Concessionaire for implementation in case of any deficiency. ►Worked as Site Inspector at Highway project with M/S Techno Consult International @ Improvement of Quetta Western By Pass (N-25) Project Pakistan 01-01-2006 to 01-01-2008. ► Employer M/S Techno Consult International Pvt Ltd Karachi Pakistan ► Designation Site Inspector ► PROJECT Quetta Western By-pass Project N-25 Pakistan ► CLIENT National Highway Authority (NHA) Pakistan ► Time Duration 1st Jan 2006 to 1st Jan 2008 Description of duties: Responsible for the construction Supervision of Flexible Pavement For all activities related to Road Construction Including Clearing Grubbing, Rcc Drain, Sub Grade, Sub base, Base course, Asphalt Base course, Asphalt wearing course and structural works. Scope of Work. The objective of this services is to study and evaluate, plan, design and supervise the required Construction or Maintenance and rehabilitation works of the existing road network including Geometric and traffic improvemens, access condition, and parking needs etc for Road in Pakistan. RESPONSIBILITIES & DUTIES ● supervising the job as per contract Agreement, Drawing and work carried out According to General Specification of NHA (National Highway Authority Pakistan) Approving Concrete and Asphalt mix Design. ● Supervision and inspection of Earth work/Embankment, Sub Grade, Sub Base, Crushed Aggregate Base Course, Asphalt Base Course and Asphalt Wearing Course as per Technical Specification NHA maintaining the quality check during the preparation of Embankment/Earth Work, Sub Grade, Sub Base and Base Course.
  • 7.
    ● Checking andlaying of Asphaltic Base Course & Wearing Course to Ensure the Laying Temperature should be uniform, Asphalt mix should be free from excessive fines, Asphalt mix Should not be burned, Asphalt Mix color should not be too brown or gray, Asphalt content should Check Job Mix formula and there Rolling Compaction. ● Supervise the Asphalt paving operation with an aim to get a good quality job with an excellent Riding quality. ● Supervision Inspection of Double Surface Treatment @shoulders corresponding to Pavement Width at both sides. ● Ensuring the works contract and contractual clauses related to the quality or quantities of work to Be followed properly. ● Review RFI and forwarded to senior for approval of the work program of the concessionaire. ● Review the safety measures provided for the traffic and project workers and suggest the Concessionaire for implementation in case of any deficiency. ● Supervision Inspection of Highway structures (Bridges, Box Culverts and Pipe Culverts) ● Checking of Shop Drawing and Steel Bar Bending Schedule of piles, piers, Transoms, Girders, Barriers, Culvert Slab, Culvert Wing walls, culvert side walls and Bridge Deck slab. ● Supervision of Load Test Piles of various sizes. ● Monitoring and inspection of Concrete for Piling, Girders, Piers, Transoms, Barriers ,Culvert slab, Culvert Wing walls, culvert side walls and Bridge Deck slab. ● Supervision and Inspection of Casting of Girders and Pre-stressing of Girders. ● Ensure that the construction work is accomplished in accordance with the technical or standard Specification and Construction Drawing. STUDY TOURS ► Thatta Cement factory. ► Current Repair of Sukkar Barrage. ► Construction of Quaid-e-Azam Air port Karachi. ► Lyari Express Way Project at Karachi. ► Town Planning of Gulshan-e-Maymar Karachi. ► Tour of Railway Engineering at Cantt Station Karachi. PROJECT/THESIS ► Geometric Design and Structural Design in Highway.