1. 1
c.v
Husam Eldin Mohammed-saeed Ahmed
+966537196403 - +966543067155 SAUDI ARABIA
+249912124029 – SUDAN
B.Sc. in Civil Engineering - Sudan University for Science and Technology
husamur@hotmail.com
PROFILE
Qualified in the field of construction technology, having wide exposure and experience more than 11
years experience especially in power projects, during which I have been worked in different levels of
managerial and engineering disciplines.
WORK HISTORY
JOB DESCRIPTION
August 2014 -Present
Senior Site Civil Consultant Engineer
MASAR Consulting Engineers
National grid projects - Taif area– Saudi Arabia
Work in Civil & Electro-Mechanics Division as a site consultant engineer and supervise all
construction activities, manage quality control, preparing the time schedule plan for five substation
projects in Taif area.
Supervising the contractor to carry out the civil works with respect to the following:
 Execution of work as per drawings and specification.
 All materials must be conformed to the specifications, and according to the approved vendor list.
 Supervising the installation of precast panels, foundations, slabs, column, walls and hollow core
slab at site.
Duties & Responsibilities including, but not limited to the following:-
 Ensuring that all assigned work is completed on time and within agreed budgets.
 Attending meetings and competently communicate with Clients, Contractors and major asset
owners and stakeholders.
 Liaising with client representatives, other professionals within design teams and contractors’
representatives during construction.
 Carrying out site visits and surveys.
 Monitoring and inspecting the work of sub-contractors and other third parties.
 Inspecting works in progress or at completion for final compliance and quality assurance
grading.
 Inspect project sites to monitor progress and ensure conformance to design specifications.

2. 2
Test laboratory Establishment:
 Ensure that test laboratory is established at site of civil work.
 Instruments and apparatus used in lab should have calibration certification.
Testing of Compacted Layer
 Ensure that one set is conducted in compacted soil for min. 95% of max. Dry density in layer by
layer as specified in technical specification.
 Ensure additional two samples are tested where the sample does not satisfy the specified
condition after further compaction of the layer.
 Ensure that the material for filling is as per standard and the source is tested and got approved.
 Standard proctor test to determine OMC Maximum Dry Density and free swell index. Etc.
 Ensure that the one set of test is conducted in compacted soil around foundations to min 85% of
max. Dry density in layer by layer on specified in tech. Specification.
DEWATERING SYSTEM:
A number of methods are available for controlling the inflow of water into an excavation; the
Choice of method will depend on:
 The nature and permeability of the ground.
 The extent of the area to be dewatered.
 The depth of the water table below ground level and the amount by which it has to be lowered.
 The proposed methods of excavation and ground support.
 The Proximity of existing structures, the proximity of water courses etc.
The available methods of groundwater control fall into the following basic groups:
 Surface water control like ditches, training walls, embankments. Simple methods of Diverting
surface water
 Gravity drainage. Relatively impermeable soils. Open excavations especially on Sloping sites.
Simple pumping equipment.
 Sump pumping.
 WellPoint systems with suction pumps.
 Shallow (bored) wells with pumps.
 Deep (bored) wells with pumps.
 Educator system.
 Drainage galleries. Removal of large quantities of water for dam abutments, cut-offs,
 Landslides etc. Large quantities of water can be drained into gallery (small diameter Tunnel)
 And disposed of by conventional large – scale pumps.
 Electro-osmosis. Used in low permeability soils (silty, silty clays, some peats) when no other
method is suitable. Direct current electricity is applied from anodes (steel rods) to cathodes
(well-points, i.e. small diameter filter wells).
WATER RETAINING STRUCTURE:
 Ensure that water fill test is conducted as leak test for neutralizing sump, cold water sump, and
clarify clean water reservoir.
ELASTOMERIC WATER PROOFING:
 Check for proper laying.
 Before any waterproofing work is started the waterproofing applicator shall thoroughly examine
all Surfaces for any deficiencies. Should any deficiencies exist, the architect, owner, or general
Contractor shall be notified in writing and corrections made.
 A deck slope greater than 2":12" requires that the membrane be 100% adhered to the substrate.
 Concrete shall be cured at least 7 days or pass ASTM D 4263.

3. 3
 Earth: remove all vegetation, rocks larger than 3/4", etc. Substrate shall be raked smooth, filling
in Depressions. Apply a 3" minimum sand bed compacted to 95% Modified Proctor in
accordance With ASTM D 698 over earth substrate.
 Ensure that walls provided with all necessary horizontal and vertical damp-proof courses and
flashing. The damp courses and flashing shall be of bitumen impregnated asbestos fiber with a
lead core, or similar approved material.
 Ensure that where concrete is in contact with ground water or soil with high salt content, high
acidity or other substance which would be harmful to the concrete, the concrete shall be
protected on the bottom and all sides with bit mastic coating.
 Check concrete pile protection shall consist of permanent Bitumen coated mild steel casing of
6mm wall thickness from the top of the pile to bedrock surrounded by 75mm thickness of
blinding concrete for its entire length. The top of the protective steel casing shall have a
minimum lap of 100mm with the protective impervious membrane surrounding the concrete
pile cap or footing as detailed in the above 'Concrete Protection'. This entire detail shall be
carried out strictly in accordance with Drawings appended to this Specification.
CONCRETING
 Ensure the following:
 Preliminary tests are conducted for determining design mix for required strength.
 Cement water and aggregate content as mix design (W-C ratio and cement content).
 Continuous concreting and the quality of constituents measured by weigh batching.
 All measuring equipment is maintained in a clean serviceable condition and the accuracy
checked periodically.
 Workability of the concrete checked at frequent.
 Intervals by slump cone test or completion factor test.
 The reinforcement rods arc clean and free from rust, paint, oil and other coatings.
 The reinforcement is placed correctly in position with adequate separators before pouring
concrete.
SUSPENSION CEILING:
 Ensure that the false ceiling is done as per requirements of Drawing / Tech specification.
 Ensure that as per requirement resin mineral wool is packed in black polythene and laid on top
of ceiling Panels.
 Ensure density of resin bonded mineral wool.
September 2011 – May 2014:
Senior Site Civil Engineer- Head of Civil Department
Sudanese Thermal Power Generating Company (STPG) Ltd. - Sudan
Kosti Thermal Power Station (4 x 125 MW) – Metering Station and the Housing Area Project
Work in projects Department- Contracts Section. Responsible for the preparation of our scope
documentation, technical specifications, tender documentation and design documents, and provision
of technical input to the project as and when required. Also in charge of the daily management of all
civil work operations including meeting, work schedules in terms of quality.
Duties & Responsibilities including, but not limited to the following:-
 Supervising Projects: including in house, external contractors and sub-contractors.
 Monitoring design errors and make recommendations to stop their reoccurrence.

4. 4
 Ensure that all tests are conducted for the conformity with requirement of standard for strength
and quality.
 Ensure that material is stored properly to avoid deterioration due to moisture and
contamination by various impurities.
 Position and level of embedded parts
 Position depth and size of bolt holes
 Suitable pipe sleeve have been provided for bolt holes before concreting
 All necessary steps like welding of lug to reinforcement are done to keep the embedded parts
undisturbed during the process of Concreting.
 Ensure that the thread of foundation bolts is adequate projected.
 Ultrasonic test in TG foundation.
 Ensure that all pipes i.e. fitting & fixtures are as per relevant code.
 Thickness, Thermal conductivity at 50°C, Density and review of TC for all lest as per IS 8183.
 Paint supplied.
 Thickness of paint and no of coats.
WATER (CUSTOMER INPUT)
 Ensure that water from all sources is potable as per Standard before use
 Conduct test for neutralization of water
 Check and ascertain limits of solids
 Conduct test for PH value
SURVEY (TOPOGRAPHICAL)
 Conduct “topographical” survey for the entire plant area before commencement of design and
grading and establish grid pillars in the spacing specified in the Tech. Spend and also establish
(0.0) coordinate and permanent benchmark.
 Conduct suitable method of surveying for coordinate setting for various structures before
commencement of work and establish grid pillars
 Conduct suitable method of surveying for Establishment of temporary benchmark for various
structuralizes before commencement of work by fly leveling and establish grid pillars.
June 2010:
New Address Ministry of Electricity and Dams-Sudanese Thermal Power Generation Ltd.
July 2009 - September 2010:
Site Manager in Housing State Area Project Phase (2).
National Electricity Corporation
Department of follow-up and implementation of projects
Responsible for ensuring those projects run smoothly and structures are completed within budget
and on time. Also in charge of applying procedures and systems to ensure the safety of staff, and
others.
Duties & Responsibilities including, but not limited to the following:-
 Delivering various engineering related projects from feasibility stage through to detailed design
and site implementation.
 Liaising with all parties involved in a project.
 Monitoring resources and maintaining progress against budgets.
 Overseeing the actual construction on the ground.

5. 5
 Dealing with complaints from local people experiencing disruption due to building works.
 Negotiating modifications with architects and consulting engineers.
 Organizing human and material resources on site.
 Undertaking technical and feasibility studies including site investigations.
 Taking responsibility for health and safety on site.
 Providing comment on design calculations and drawings.
 Setting out Project works in accordance with Drawings & Specification.
 Producing and processing financial measurements.
 Encouraging continuous improvement through the measurement and reporting of the key
operational aspects to senior manager.
 Providing specialist direction on unusual or difficult engineering issues.
 Monitoring environmental protection measures & reporting of any hazards/incidents.
 Ensuring that all engineering activities are correctly costed and the complete design is
delivered to the agreed budget.
BOUGHTOUT ITEMS:
 Check the bought out items are as per technical specifications/IS codes before use.
 Material of items like Doors, windows, rolling shutters, louvers .false ceiling grids with
aluminum angles etc.
 Roof Decking:
 Sheets approved of samples by engineers in Charge
 Review of T/C
 Dimension check including thickness, depth of Valley center to center distance.
 Fixing of Decking Seats Appearance, water tightness, check side End l Laps, check conformity of
fixing as per Approval design. Review of T/C foe fastener And Z spacers.
RECORDS
 Prepare log sheets/protocol as per drawing and record the following:
 Orientation with co-ordinates
 Elevation/levels
 Slope
 Pitch/Diagonal
 Spacing/Diagonals
September 2008 - April 2009:
Civil Supervisor Engineer
National Electricity Corporation
Department of follow-up and implementation of projects
El Fasher (Northern Darfur State) Power Plant project.
El Genana (Western Darfur State) Power Plant project.
Independently follow with design engineers of, architecture and structure updated drawing for
minor changes as per site requirement needed and inspection before casting columns, slabs,
Etc. ….looking after construction activities making requisition and facilitating the arrangement
procurement of construction materials.
Duties & Responsibilities including, but not limited to the following:-
 Compiling, checking and approving reports.

6. 6
 Supervision of sheet piling, jet grouting, deep well, anchoring work for construction of pile
foundation and water structure.
 Check and review the plan and specification for the proper construction and quality
implementation job site.
 Checking formwork, reinforcements and all embedded items.
EARTH WORK (Excavation, Filling, Compaction)
 Ensure that the material is as per standard:
 Proctor density & optimum moisture content (Standard proctor test)
 Relative Density Index
 Degree of compaction of fill.
 Dry density by core cutter method/sand Displacement method
 Moisture content of fill before compaction.
 Dry density by proctor needle penetration
 Re pouring concrete.
THERMAL INSULATION
 Thickness, Thermal conductivity at 50°C, Density and review of TC for all lest as per IS 8183.
May 2008 – June 2009:
Site Civil Engineer
National Electricity Corporation
220KV Sub-Station – (Free Zone substation) - Department of implementation
Responsibilities including, but not limited to the following:-
EARTH WORK (Excavation, Filling, Compaction)
 Ensure that the material is as per standard:
 Proctor density & optimum moisture content (Standard proctor test)
 Relative Density Index
 Degree of compaction of fill.
 Dry density by core cutter method/sand Displacement method
 Moisture content of fill before compaction.
 Dry density by proctor needle penetration
CONCRETING
 Ensure the following:
 Preliminary tests are conducted for determining design mix for required strength.
 Cement water and aggregate content as mix design (W-C ratio and cement content).
 Ensure for continuous concreting and the quality of constituents measured by weigh batching.
 Ensure Workability of the concrete checked at frequent.
 Intervals by slump cone test or completion factor test.
April 2006 - July 2009:
Civil Supervisor Engineer
National Electricity Corporation
Sponge Coke Power Station Plant (4)

7. 7
Department of implementation of projects.
Duties & Responsibilities including, but not limited to the following:-
Test laboratory Establishment:
 Ensure that test laboratory is established at site of civil work.
 Instruments and apparatus used in lab should have calibration certification.
REINFORCING STEEL
Test certificate Supply by SAIL to confirm standards for following test:
 Chemical analysis.
 Tensile Strength, proof stress, Elongation.
 Bend Test.
WATER (CUSTOMER INPUT)
 Ensure that water from all sources is potable as per Standard before use.
 Conduct test for neutralization of water.
 Check and ascertain limits of solids.
 Conduct test for PH value.
WATER RETAINING STRUCTURE:
 16.1 Ensure that water fill test is conducted as leak test for neutralizing sump, cold water sump,
and clarify clean water reservoir.
Water supply
 Check proper alignment level and grade of each lay Length.
 Ensure proper jointing of RCC pipes and curing of joints for minimum of 10 days.
 Ensure that the water supply lines are subjected to Hyd. Test.
DRAINAGE AND SANITATION:
 Check for alignment and slope
 Ensure proper jointing of each laid length
 Ensure that water fill test is conducted to identify water leakage in joints for RCC non pressure
pipes.
 Ensure that all pipes i.e. fitting & fixtures are as per relevant code.
FLOORING AND FINISHING WORK
 Check for levels & slope and Flooring material to be tested.
 Ensure that the floors are chipped prior to commencement of actual finishing work.
 Ensure that the cement concrete floor is cured minimum for 7 days.
 Ensure that the tiled finished floors are polished as per Requirement.
WEATHER COURSE:
 Check for slope.
 Check for joint finishing.
OUTER SKIN SHEETS
 Approval of sample by Engineer in charge.
 Review of TC for physical &chemical Properties.
 Dimensional conformities including.
 Thickness, Rib depth, covers width.
 Check for Floor polymer paint coating Thickness.
THERMAL INSULATION
 Thickness, Thermal conductivity at 50°C, Density and review of TC for all lest as per IS 8183.
Erection and fixing of wall cladding:
 Check Positioning and Location of Laps.
 Check alignment of sheets and fixing (Plumb& Level).
 Check End lap and side lap fixing of other Item.

8. 8
 Check location and spacing of fixing.
Painting on walls
 Paint supplied.
 Thickness of paint and no of coats.
Jan. 2006 – Aug. 2008:
Site Civil Engineer
National Electricity Corporation
Garri Power Station Complex -Plant (2)
Department of implementation of projects
Duties & Responsibilities including, but not limited to the following:-
 Site management and handle the work as per specification and drawings and method of
statements.
 Coordination with technical office for any change in drawings or any revision and QA/QC
department.
 Monitoring progress of work as per schedule.
 Supervision finishing building until handover to the client.
 Preparing a punch list.
TESTING
 SLUMP TEST OF CONCRETE (For Workability of Concrete).
 Ensure that adequate number of test specimen (Cubes) is the purpose of testing as per need.
CONCRETING
Ensure the following:
 Preliminary tests are conducted for determining design mix for required strength.
 Cement water and aggregate content as mix design (W-C ratio and cement content).
 Ensure for continuous concreting and the quality of constituents measured by weigh batching.
 Ensure that all measuring equipment is maintained in a clean serviceable condition and the
accuracy checked periodically.
Ensure the following:
 Workability of the concrete checked at frequent.
 Intervals by slump cone test or completion factor test.
 Ensure the following:
 The reinforcement rods arc clean and free from rust, paint, oil and other coatings.
 The reinforcement is placed correctly in position with adequate separators before pouring
concrete.
WATER RETAINING STRUCTURE:
 Ensure that water fill test is conducted as leak test for neutralizing sump, cold water sump, and
clarify clean water reservoir.
DRAINAGE AND SANITATION:
 Check for alignment and slope
 Ensure proper jointing of each laid length
 Ensure that water fill test is conducted to identify water leakage in joints for RCC non pressure
pipes.
 Ensure that all pipes i.e. fitting & fixtures are as per relevant code.
FLOORING AND FINISHING WORK
 Check for levels & slope and Flooring material to be tested.
 Ensure that the floors are chipped prior to commencement of actual finishing work.

9. 9
 Ensure that the cement concrete floor is cured minimum for 7 days.
 Ensure that the tiled finished floors are polished as per Requirement.
ELASTOMERIC WATER PROOFING:
 Check for proper laying.
 SURFACE PREPARATION:
 The concrete surface must be free from laitance, loose aggregate, sharp projections, grease, oil,
Dirt, curing compounds or other contaminants.
 Provide a smooth, even substrate on precast decks. Voids, rock pockets and excessively rough
Surfaces shall be repaired with approved non-shrink grout or ground to match the unprepared
Areas.
 Repair joints and cracks wider than 1/4" with Sure-Seal Pourable Sealer.
SUSPENSION CEILING:
 Ensure that the false ceiling is done as per requirements of Drawing / Tech specification.
 Ensure that as per requirement resin mineral wool is packed in black polythene and laid on top
of ceiling Panels.
 Ensure density of resin bonded mineral wool.
WALL CLADDING WORKS
 Approval of sample by Engineer in Charge.
 Review of TC for physical & Chemical Properties.
 Dimensional conformities including Thickness, Rib depth, covers width.
 Check for glamorizing weight of zinc coating.
 Type of permanent color coating and Appearance.
Dec. 2004 – Aug. 2005:
Site Civil Engineer
National Electricity Corporation
Garri Housing State Area Phase (1). Belong to Garri Power Station Complex-Plant (1).
Department of implementation of projects
Duties & Responsibilities including, but not limited to the following:-
 Testing soils and materials to determine the adequacy and strength of foundations, concrete,
asphalt, or steel.
CONCRETING
 Ensure the following:
 Workability of the concrete checked at frequent.
 Intervals by slump cone test or completion factor test.
 Ensure the following:
 The reinforcement rods arc clean and free from rust, paint, oil and other coatings.
 The reinforcement is placed correctly in position with adequate separators before pouring
concrete.
Water supply
 Check proper alignment level and grade of each lay Length.
 Ensure proper jointing of RCC pipes and curing of joints for minimum of 10 days.
 Ensure that the water supply lines are subjected to Hyd. Test.
DRAINAGE AND SANITATION:
 Check for alignment and slope
 Ensure proper jointing of each laid length

10. 10
 Ensure that water fill test is conducted to identify water leakage in joints for RCC non pressure
pipes.
 Ensure that all pipes i.e. fitting & fixtures are as per relevant code.
FLOORING AND FINISHING WORK
 Check for levels & slope and Flooring material to be tested.
 Ensure that the floors are chipped prior to commencement of actual finishing work.
 Ensure that the cement concrete floor is cured minimum for 7 days.
 Ensure that the tiled finished floors are polished as per Requirement.
July 2003 - August 2004:
Resident Civil Engineer
National Electricity Corporation
Algayli- Shandi - Atbara Transmission line Project.
Duties & Responsibilities including, but not limited to the following:-
 Ordering machinery and materials.
EARTH WORK (Excavation, Filling, Compaction)
Ensure that the material is as per standard:
 Proctor density & optimum moisture content (Standard proctor test)
 Relative Density Index
 Degree of compaction of fill.
 Dry density by core cutter method/sand Displacement method
 Moisture content of fill before compaction.
 Dry density by proctor needle penetration
CONCRETING
 Ensure the following:
 Workability of the concrete checked at frequent.
 Intervals by slump cone test or completion factor test.
Ensure the following:
 The reinforcement rods arc clean and free from rust, paint, oil and other coatings.
 The reinforcement is placed correctly in position with adequate separators before pouring
concrete.
Sep. 2000- March 2001:
Engineer Assistance,
Up Construct Company
220kv Substation project
Achieving construction activities like excavation, foundation, PCC, waterproofing, RCC and
shuttering, steel fixing, casting concrete, masonry for brick works and plastering, tile fixing… Etc.
up to completion.
Duties & Responsibilities including, but not limited to the following:-
 Estimating quantities and cost of materials, equipment, or labor to determine project feasibility.
 Scheduling material and equipment purchases and delivery.
CONCRETING

11. 11
 Ensure the following:
 Preliminary tests are conducted for determining design mix for required strength.
 Cement water and aggregate content as mix design (W-C ratio and cement content).
 Ensure for continuous concreting and the quality of constituents measured by weigh batching.
 Ensure that all measuring equipment is maintained in a clean serviceable condition and the
accuracy checked periodically.
Ensure the following:
 Workability of the concrete checked at frequent.
 Intervals by slump cone test or completion factor test.
MEMBERSHIPS:
 Sudan engineering council.
 Sudanese Engineering society.
QUALIFICATIONS
2012 – Now: Master of Construction Management. Sudan University for Science & Technology.
2003 : B.Sc Civil Engineering, Sudan University for Science and Technology.
1999 : Diploma in Civil Engineering
TRAINING & COURSES
2005: International Center for Quality (ICQ), Nov.2005, Project Management
2008: Middle East for Economic & Managerial Development (ECOMAN), Tender Design & Evaluation.
2008: Middle East for Economic and Managerial Development (ECOMAN), Contractual Claims and
Dispute Resolutions.
2012: Regional Center for Training and Water Studies – Egypt,
PERSONAL DATA
Date of Birth : 17th April 1976
Place of Birth : Khartoum
Nationality : Sudanese
Marital Status : Married
Holding Sudanese Driving License & Saudi Driving License
SKILLS
 Good in Arabic & English.
 Knowledge of contract technical specifications and their implementation.
 Familiar with relevant engineering design software e.g. AutoCAD, Civil 3D.
 Superb critical thinking skills and the ability to evaluate designs, plans and projects.
 A good understanding of High Voltage substation design.
 A good understanding of highest standards of safety onsite.
 Knowledge of road maintenance.
 Assessing the environmental impact and risks connected to projects.
 Ability to negotiate & make effective decisions.
 Ability to work under pressure.
 Ability to work independently and in team.
 Ability to work in multinational environment.