/start
βΊAdmixtures are beneficial but risky if misused.
βΊCorrect selection, accurate dosage, and proper testing are essential to avoid negative effects.
@etconp
πWhat Is Scaffolding in Building Construction?
π«Scaffolding is a temporary structure made of steel, aluminum, or timber that is erected around or inside a building to provide safe access and working platforms for workers during construction, repair, or maintenance activities at height.
π§Purpose of Scaffolding in Building Construction
βΊ1. Safe Working Platform
Provides a stable platform for workers to stand, sit, or place tools and materials.
Reduces the risk of falls and accidents when working at height.
βΊ2. Access to High Areas
Enables workers to reach elevated parts of a building such as walls, columns, beams, and ceilings.
Essential for multi-storey buildings.
βΊ3. Support for Construction Activities
Scaffolding is used during:
Brick and block masonry
Plastering and rendering
Painting and finishing works
Installation of windows, cladding, and services
Repair and maintenance work
βΊ4. Material Handling
Allows safe storage of light materials (bricks, tools, paint buckets) near the work area.
Improves work efficiency and reduces movement time.
βΊ5. Worker Safety
Fitted with guardrails, toe boards, and platforms to prevent falling.
βοΈHelps comply with construction safety standards.
π·Common Types of Scaffolding
βΊSingle scaffolding β mainly for brickwork
βΊDouble scaffolding β used in stone masonry
βΊCantilever scaffolding β when ground support is not possible
βΊSuspended scaffolding β for painting and faΓ§ade work
βΊMobile scaffolding β movable type for light works
βοΈSimple Definition
@etconp
πWhat is Formwork in Building Construction?
π«Formwork is a temporary or permanent mold used in construction to shape and support fresh concrete until it hardens and gains enough strength to support itself.
π°In simple words, formwork is the container into which concrete is poured to get the required shape, size, and position of structural elements.
π§Purpose of Formwork in Building Construction
βΊFormwork plays a very important role in concrete construction.
βοΈIts main purposes are:
π§1. To Give Shape and Size
βΊFormwork ensures concrete members like slabs, beams, columns, walls, and foundations are formed according to the design drawings.
π§2. To Support Fresh Concrete
βΊFresh concrete is heavy and fluid. Formwork holds the concrete in place until it hardens and becomes strong enough.
π§3. To Maintain Alignment and Level
βΊIt keeps structural elements straight, level, and properly aligned, avoiding deformation.
π§4. To Achieve Good Surface Finish
βΊProper formwork provides a smooth and neat surface, reducing plastering and finishing work.
π§5. To Ensure Safety During Construction
βΊStrong and well-fixed formwork prevents collapse, protecting workers and materials.
π·Common Materials Used for Formwork
βΊTimber/Wood β most common and easy to use
Plywood β smooth finish, reusable
βΊSteel β strong, durable, reusable many times
βΊAluminum β lightweight, fast construction
βΊPlastic β reusable and water-resistant
πWhere Formwork Is Used
βΊColumns
βΊBeams
βΊSlabs
βΊFoundations
βΊStaircases
βΊShear walls
@etconp
πFIRST SAFETY
β‘οΈThe first safety requirements on high-rise building construction are critical because work is done at great heights, with heavy materials, machinery, and many workers.
π§These safety measures must be in place before and during construction to prevent serious accidents.
π«1. Site Safety Planning (Before Work Starts)
Prepare a Site Safety Plan (SSP)
βΊConduct risk assessment for height work, lifting, fire, and electrical hazards
βΊProvide safety induction training for all workers
βΊDisplay safety signs, emergency contacts, and rules clearly on site
π«2. Personal Protective Equipment (PPE) β Mandatory
π·Every worker must wear:
βΊAdmixtures are beneficial but risky if misused.
βΊCorrect selection, accurate dosage, and proper testing are essential to avoid negative effects.
@etconp
πWhat Is Scaffolding in Building Construction?
π«Scaffolding is a temporary structure made of steel, aluminum, or timber that is erected around or inside a building to provide safe access and working platforms for workers during construction, repair, or maintenance activities at height.
π§Purpose of Scaffolding in Building Construction
βΊ1. Safe Working Platform
Provides a stable platform for workers to stand, sit, or place tools and materials.
Reduces the risk of falls and accidents when working at height.
βΊ2. Access to High Areas
Enables workers to reach elevated parts of a building such as walls, columns, beams, and ceilings.
Essential for multi-storey buildings.
βΊ3. Support for Construction Activities
Scaffolding is used during:
Brick and block masonry
Plastering and rendering
Painting and finishing works
Installation of windows, cladding, and services
Repair and maintenance work
βΊ4. Material Handling
Allows safe storage of light materials (bricks, tools, paint buckets) near the work area.
Improves work efficiency and reduces movement time.
βΊ5. Worker Safety
Fitted with guardrails, toe boards, and platforms to prevent falling.
βοΈHelps comply with construction safety standards.
π·Common Types of Scaffolding
βΊSingle scaffolding β mainly for brickwork
βΊDouble scaffolding β used in stone masonry
βΊCantilever scaffolding β when ground support is not possible
βΊSuspended scaffolding β for painting and faΓ§ade work
βΊMobile scaffolding β movable type for light works
βοΈSimple Definition
Scaffolding is a temporary structure used in building construction to support workers and materials and to provide safe access to work at height.
@etconp
πWhat is Formwork in Building Construction?
π«Formwork is a temporary or permanent mold used in construction to shape and support fresh concrete until it hardens and gains enough strength to support itself.
π°In simple words, formwork is the container into which concrete is poured to get the required shape, size, and position of structural elements.
π§Purpose of Formwork in Building Construction
βΊFormwork plays a very important role in concrete construction.
βοΈIts main purposes are:
π§1. To Give Shape and Size
βΊFormwork ensures concrete members like slabs, beams, columns, walls, and foundations are formed according to the design drawings.
π§2. To Support Fresh Concrete
βΊFresh concrete is heavy and fluid. Formwork holds the concrete in place until it hardens and becomes strong enough.
π§3. To Maintain Alignment and Level
βΊIt keeps structural elements straight, level, and properly aligned, avoiding deformation.
π§4. To Achieve Good Surface Finish
βΊProper formwork provides a smooth and neat surface, reducing plastering and finishing work.
π§5. To Ensure Safety During Construction
βΊStrong and well-fixed formwork prevents collapse, protecting workers and materials.
π·Common Materials Used for Formwork
βΊTimber/Wood β most common and easy to use
Plywood β smooth finish, reusable
βΊSteel β strong, durable, reusable many times
βΊAluminum β lightweight, fast construction
βΊPlastic β reusable and water-resistant
πWhere Formwork Is Used
βΊColumns
βΊBeams
βΊSlabs
βΊFoundations
βΊStaircases
βΊShear walls
@etconp
πFIRST SAFETY
β‘οΈThe first safety requirements on high-rise building construction are critical because work is done at great heights, with heavy materials, machinery, and many workers.
π§These safety measures must be in place before and during construction to prevent serious accidents.
π«1. Site Safety Planning (Before Work Starts)
Prepare a Site Safety Plan (SSP)
βΊConduct risk assessment for height work, lifting, fire, and electrical hazards
βΊProvide safety induction training for all workers
βΊDisplay safety signs, emergency contacts, and rules clearly on site
π«2. Personal Protective Equipment (PPE) β Mandatory
π·Every worker must wear:
βΊSafety helmet (hard hat)
βΊHigh-visibility vest
βΊSafety boots (steel toe)
βΊGloves
βΊSafety goggles
βΊFull body safety harness for work at height
π«3. Fall Protection Systems (Most Important)
βΊGuardrails at slab edges and openings
βΊSafety nets below work areas
βΊLifelines and anchor points
Covered floor openings
βΊStrict rule: No work at height without fall protection
π«4. Scaffolding & Formwork Safety
βΊScaffolding must be designed, erected, and inspected by competent persons
βΊStrong base and proper bracing
βΊSafe access ladders and platforms
βΊFormwork must be stable and checked before concreting
π«5. Lifting & Crane Safety
βΊOnly certified crane operators
βΊRegular inspection of cranes, hoists, slings
βΊNo lifting over workers
βΊClear communication using signals or radios
π«6. Electrical Safety
βΊProper grounding (earthing)
βΊUse insulated cables and tools
βΊTemporary power systems well protected
βΊNo damaged wires or exposed connections
π«7. Fire Safety & Emergency Preparedness
βΊFire extinguishers on every floor
βΊSafe storage of flammable materials
βΊEmergency evacuation routes
βΊFirst-aid kits and trained first-aiders
βΊEmergency drills
π«8. Housekeeping & Access Control
βΊClean walkways and working areas
βΊProper waste disposal
βΊSecure site fencing
βΊRestricted access for unauthorized persons
π«9. Safety Supervision & Monitoring
π²Appoint a Safety Officer
βΊDaily safety inspections
βΊToolbox meetings
βΊImmediate correction of unsafe acts
π Key Rule:
@etconp
πSections of Beam (Based on Reinforcement)
π«Reinforced concrete beams are classified into Balanced, Under-Reinforced, and Over-Reinforced sections based on the amount of steel provided.
π§1) Balanced Section
βΆοΈA balanced section is one in which both concrete and steel reach their permissible stresses at the same time.
β’ Concrete reaches its maximum compressive strain
β’ Steel just reaches its yield stress
β’ Neutral axis depth = critical depth
βΆοΈFailure nature:
β’ Sudden and brittle
πRemarks:
β’ Ideal theoretical condition
β’ Rarely used in practice due to lack of warning before failure
π§2) Under-Reinforced Section
βΆοΈAn under-reinforced section has less steel than required for a balanced section.
β’ Steel yields first before concrete crushes
β’ Neutral axis depth < critical depth
πFailure nature:
β’ Ductile failure
β’ Large deflection and visible cracks before failure
π²Advantages:
β’ Gives sufficient warning before collapse
β’ Safe and preferred in design
π°Used in practice:
β’ YES (most commonly used in RCC design)
π§3) Over-Reinforced Section
βΆοΈAn over-reinforced section has more steel than required for a balanced section.
β’ Concrete crushes before steel yields
β’ Neutral axis depth > critical depth
πFailure nature:
β’ Brittle failure
β’ Sudden collapse without warning
π²Disadvantages:
β’ Unsafe
β’ Not recommended in RCC design
π°Used in practice:
β’ NO (avoided by design codes)
πComparison Summary
βοΈBalanced section:
β’ Steel and concrete fail together
β’ Brittle failure
βοΈUnder-reinforced section:
β’ Steel fails first
β’ Ductile and safe
βοΈOver-reinforced section:
β’ Concrete fails first
β’ Brittle and unsafe
@etconp
πDesign Requirements for Solid Slab Design (Building Construction)
π§A solid slab is a reinforced concrete slab that transfers loads directly to beams, walls, or columns.
π«To ensure safety, serviceability, and economy, the following requirements must be satisfied.
π·1. Applicable Design Codes
βΊDesign must comply with recognized standards, for example:
EBCS
ACI 318 (USA)
Eurocode 2 (EN 1992)
BS 8110
IS 456
Local building codes (as applicable)
π·2. Span & Support Conditions
πIdentify whether the slab is one-way or two-way:
βΆοΈOne-way slab: Longer span / shorter span β₯ 2
βΆοΈTwo-way slab: Longer span / shorter span < 2
βΊDefine support type: simply supported, continuous, or cantilever.
π·3. Loads to Be Considered
βΊHigh-visibility vest
βΊSafety boots (steel toe)
βΊGloves
βΊSafety goggles
βΊFull body safety harness for work at height
π«3. Fall Protection Systems (Most Important)
βΊGuardrails at slab edges and openings
βΊSafety nets below work areas
βΊLifelines and anchor points
Covered floor openings
βΊStrict rule: No work at height without fall protection
π«4. Scaffolding & Formwork Safety
βΊScaffolding must be designed, erected, and inspected by competent persons
βΊStrong base and proper bracing
βΊSafe access ladders and platforms
βΊFormwork must be stable and checked before concreting
π«5. Lifting & Crane Safety
βΊOnly certified crane operators
βΊRegular inspection of cranes, hoists, slings
βΊNo lifting over workers
βΊClear communication using signals or radios
π«6. Electrical Safety
βΊProper grounding (earthing)
βΊUse insulated cables and tools
βΊTemporary power systems well protected
βΊNo damaged wires or exposed connections
π«7. Fire Safety & Emergency Preparedness
βΊFire extinguishers on every floor
βΊSafe storage of flammable materials
βΊEmergency evacuation routes
βΊFirst-aid kits and trained first-aiders
βΊEmergency drills
π«8. Housekeeping & Access Control
βΊClean walkways and working areas
βΊProper waste disposal
βΊSecure site fencing
βΊRestricted access for unauthorized persons
π«9. Safety Supervision & Monitoring
π²Appoint a Safety Officer
βΊDaily safety inspections
βΊToolbox meetings
βΊImmediate correction of unsafe acts
π Key Rule:
Fall protection + PPE + supervision = life-saving combination in high-rise construction
@etconp
πSections of Beam (Based on Reinforcement)
π«Reinforced concrete beams are classified into Balanced, Under-Reinforced, and Over-Reinforced sections based on the amount of steel provided.
π§1) Balanced Section
βΆοΈA balanced section is one in which both concrete and steel reach their permissible stresses at the same time.
β’ Concrete reaches its maximum compressive strain
β’ Steel just reaches its yield stress
β’ Neutral axis depth = critical depth
βΆοΈFailure nature:
β’ Sudden and brittle
πRemarks:
β’ Ideal theoretical condition
β’ Rarely used in practice due to lack of warning before failure
π§2) Under-Reinforced Section
βΆοΈAn under-reinforced section has less steel than required for a balanced section.
β’ Steel yields first before concrete crushes
β’ Neutral axis depth < critical depth
πFailure nature:
β’ Ductile failure
β’ Large deflection and visible cracks before failure
π²Advantages:
β’ Gives sufficient warning before collapse
β’ Safe and preferred in design
π°Used in practice:
β’ YES (most commonly used in RCC design)
π§3) Over-Reinforced Section
βΆοΈAn over-reinforced section has more steel than required for a balanced section.
β’ Concrete crushes before steel yields
β’ Neutral axis depth > critical depth
πFailure nature:
β’ Brittle failure
β’ Sudden collapse without warning
π²Disadvantages:
β’ Unsafe
β’ Not recommended in RCC design
π°Used in practice:
β’ NO (avoided by design codes)
πComparison Summary
βοΈBalanced section:
β’ Steel and concrete fail together
β’ Brittle failure
βοΈUnder-reinforced section:
β’ Steel fails first
β’ Ductile and safe
βοΈOver-reinforced section:
β’ Concrete fails first
β’ Brittle and unsafe
@etconp
πDesign Requirements for Solid Slab Design (Building Construction)
π§A solid slab is a reinforced concrete slab that transfers loads directly to beams, walls, or columns.
π«To ensure safety, serviceability, and economy, the following requirements must be satisfied.
π·1. Applicable Design Codes
βΊDesign must comply with recognized standards, for example:
EBCS
ACI 318 (USA)
Eurocode 2 (EN 1992)
BS 8110
IS 456
Local building codes (as applicable)
π·2. Span & Support Conditions
πIdentify whether the slab is one-way or two-way:
βΆοΈOne-way slab: Longer span / shorter span β₯ 2
βΆοΈTwo-way slab: Longer span / shorter span < 2
βΊDefine support type: simply supported, continuous, or cantilever.
π·3. Loads to Be Considered
/start
βΊAll relevant loads must be included:
βοΈDead load: Self-weight of slab + floor finishes
βοΈLive load: Occupancy load (residential, office, storage, etc.)
βοΈPartition wall load (if any)
Environmental loads: seismic and wind (indirect effect on slabs)
βοΈApply load combinations as per the code.
π·4. Slab Thickness (Depth)
βΊMinimum thickness to control deflection:
βΊSimply supported slab:
h β₯ L / 20
π²Continuous slab:
h β₯ L / 26
βΊCantilever slab:
h β₯ L / 10
(L = effective span)
βΊAlso check deflection limits according to code.
π·5. Material Requirements
βΊConcrete grade: Usually β₯ C25/30
β‘οΈReinforcement steel:
βΊYield strength (fy) = 415 MPa or 500 MPa
βΊMaterials must meet durability and exposure conditions.
π·6. Reinforcement Design
Main reinforcement: Along the direction of bending
βοΈDistribution reinforcement: Perpendicular to main bars
βοΈMinimum reinforcement:
Typically β₯ 0.12% of gross concrete area (for HYSD bars)
βοΈBar spacing:
βΊMain bars β€ 3d or 300 mm
βΊDistribution bars β€ 5d or 450 mm (d = effective depth)
π·7. Bending Moment Check
Calculate design bending moments.
π§Ensure: Mu β€ ΟMn (or equivalent safety format per code)
π·8. Shear Check
βΊSlab should resist one-way shear without shear reinforcement in most cases.
π§Ensure:
Vu β€ Vc
If Vu > Vc β increase slab thickness.
π·9. Deflection Control
βΊSatisfy span-to-depth ratios.
Long-term deflection (creep + shrinkage) must be within limits.
π·10. Crack Control
βΊLimit bar spacing and stress in steel.
βΊProper curing is essential to minimize cracking.
π·11. Cover to Reinforcement
Minimum clear cover (typical values):
βΊInterior slab: 20β25 mm
βΊExposed or aggressive environment: 30β40 mm
π·12. Construction & Detailing Requirements
βΊProper formwork alignment
Correct bar placement and spacing Adequate compaction (vibration)
βΊMinimum curing period (7β14 days)
π·13. Serviceability & Durability
βΊControl cracking and deflection Ensure fire resistance and long-term durability
βΊConsider waterproofing for roofs and wet areas
βΊAll relevant loads must be included:
βοΈDead load: Self-weight of slab + floor finishes
βοΈLive load: Occupancy load (residential, office, storage, etc.)
βοΈPartition wall load (if any)
Environmental loads: seismic and wind (indirect effect on slabs)
βοΈApply load combinations as per the code.
π·4. Slab Thickness (Depth)
βΊMinimum thickness to control deflection:
βΊSimply supported slab:
h β₯ L / 20
π²Continuous slab:
h β₯ L / 26
βΊCantilever slab:
h β₯ L / 10
(L = effective span)
βΊAlso check deflection limits according to code.
π·5. Material Requirements
βΊConcrete grade: Usually β₯ C25/30
β‘οΈReinforcement steel:
βΊYield strength (fy) = 415 MPa or 500 MPa
βΊMaterials must meet durability and exposure conditions.
π·6. Reinforcement Design
Main reinforcement: Along the direction of bending
βοΈDistribution reinforcement: Perpendicular to main bars
βοΈMinimum reinforcement:
Typically β₯ 0.12% of gross concrete area (for HYSD bars)
βοΈBar spacing:
βΊMain bars β€ 3d or 300 mm
βΊDistribution bars β€ 5d or 450 mm (d = effective depth)
π·7. Bending Moment Check
Calculate design bending moments.
π§Ensure: Mu β€ ΟMn (or equivalent safety format per code)
π·8. Shear Check
βΊSlab should resist one-way shear without shear reinforcement in most cases.
π§Ensure:
Vu β€ Vc
If Vu > Vc β increase slab thickness.
π·9. Deflection Control
βΊSatisfy span-to-depth ratios.
Long-term deflection (creep + shrinkage) must be within limits.
π·10. Crack Control
βΊLimit bar spacing and stress in steel.
βΊProper curing is essential to minimize cracking.
π·11. Cover to Reinforcement
Minimum clear cover (typical values):
βΊInterior slab: 20β25 mm
βΊExposed or aggressive environment: 30β40 mm
π·12. Construction & Detailing Requirements
βΊProper formwork alignment
Correct bar placement and spacing Adequate compaction (vibration)
βΊMinimum curing period (7β14 days)
π·13. Serviceability & Durability
βΊControl cracking and deflection Ensure fire resistance and long-term durability
βΊConsider waterproofing for roofs and wet areas
/start
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ααα΅ 2:11
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Forwarded from Construction Job Vacancies α΅α«
Building Project Manager -
Samket Engineering abd Construction
Full Time
Addis Ababa,
Megenanya to the Way of Gurd Sholla Road Near to Century Mall, on TS BG Building
4th Floor Human Resource Dep,
Addis Ababa, Project
January 25, 2026 - February 6, 2026
Job Requirement
Qualification: MSc/B.Sc in civil engineering or related fields
Experience: 12 years & above experience
Specific Experience: 6 Years & above Experience in Project Managerial Position
Qty:4
Salary: Negotiable and Attractive
Place of Work: A.A & Project
How to Apply
Note:- Interested applicants are invited to send their non-returnable application with CV and copies of relevant documents through the following address within 7 consecutive days from the first date of announcement.
Incomplete application will not be considered
Address:- Addis Ababa,Megenanya to the Way of Gurd Sholla Road Near to Century Mall,on TS BG Building 4th Floor Human Resource Dep;t Tel: 0116 67 67 38/0116 67 67 39
Samket Engineering abd Construction
Full Time
Addis Ababa,
Megenanya to the Way of Gurd Sholla Road Near to Century Mall, on TS BG Building
4th Floor Human Resource Dep,
Addis Ababa, Project
January 25, 2026 - February 6, 2026
Job Requirement
Qualification: MSc/B.Sc in civil engineering or related fields
Experience: 12 years & above experience
Specific Experience: 6 Years & above Experience in Project Managerial Position
Qty:4
Salary: Negotiable and Attractive
Place of Work: A.A & Project
How to Apply
Note:- Interested applicants are invited to send their non-returnable application with CV and copies of relevant documents through the following address within 7 consecutive days from the first date of announcement.
Incomplete application will not be considered
Address:- Addis Ababa,Megenanya to the Way of Gurd Sholla Road Near to Century Mall,on TS BG Building 4th Floor Human Resource Dep;t Tel: 0116 67 67 38/0116 67 67 39
Forwarded from Construction Job Vacancies α΅α«
Principal Property Valuation Officer
Full Time
Nib International Bank
Dire Dawa District office
kazira Nib International Bank Building 3th Floor,
Addis Ababa
Addis Ababa
January 18, 2026 - January 31, 2026
Job Requirement
Educational Qualifications: M.Sc/B.Sc. in Civil Engineering, Architecture, Construction Management, Building Engineering or related fields of study
Work Experience & Required Skills: 5/7 years of relevant work experience, of which 2 years as Senior Property Valuation Officer or other equivalent related job positions
Salary: as per the Bankβs scale
Place of Work: Head Office
How to Apply
NB: Please specify the place where you are interested to apply.
Deadline: Ten consecutive days from the date of this vacancy announcement.
Salary: Per the Salary Scale of the Bank and attractive fringe benefits.
Place of Registration:
Interested applicants shall submit their CVs and non-returnable supporting documents in person to Nib International Bank Dire Dawa District office kazira Nib International Bank Building 3th Floor. Tel.025-2112808 Interested applicants shall submit their CVs and non-returnable supporting documents only through this link Address https://bit.ly/NIB-External-Vacancy online.Tel.011-5581132
Principal Property Valuation
Talent Acquisition and Management Department
NIB International Bank
Addis Ababa
Ethiopia
Full Time
Nib International Bank
Dire Dawa District office
kazira Nib International Bank Building 3th Floor,
Addis Ababa
Addis Ababa
January 18, 2026 - January 31, 2026
Job Requirement
Educational Qualifications: M.Sc/B.Sc. in Civil Engineering, Architecture, Construction Management, Building Engineering or related fields of study
Work Experience & Required Skills: 5/7 years of relevant work experience, of which 2 years as Senior Property Valuation Officer or other equivalent related job positions
Salary: as per the Bankβs scale
Place of Work: Head Office
How to Apply
NB: Please specify the place where you are interested to apply.
Deadline: Ten consecutive days from the date of this vacancy announcement.
Salary: Per the Salary Scale of the Bank and attractive fringe benefits.
Place of Registration:
Interested applicants shall submit their CVs and non-returnable supporting documents in person to Nib International Bank Dire Dawa District office kazira Nib International Bank Building 3th Floor. Tel.025-2112808 Interested applicants shall submit their CVs and non-returnable supporting documents only through this link Address https://bit.ly/NIB-External-Vacancy online.Tel.011-5581132
Principal Property Valuation
Talent Acquisition and Management Department
NIB International Bank
Addis Ababa
Ethiopia
Forwarded from Construction Job Vacancies α΅α«
ααα΅ α¨α₯α« α¦α³ αα΅α³ααα«
α¨αα£α α΅ αα α³α α£α₯ 26/2018 α.α
α¨αα£α α΅ αα α³α α£α₯ 26/2018 α.α
Forwarded from Construction Job Vacancies α΅α«
SATCON CONSTRUCTION PLC
has seeking Qualified Professionals in the following positions.
1. Project Manager for Infrastructure project.
Required Qualification: Bsc Degree in Civil Engineering or related fields.
General Experience 10 years
Specific Experience in similar position:- 5years
( in road or site work experience is more advantageous)
Salary: negotiable and attractive
Place of work; Debire Birhan.
2)Equipment and Maintenance Administration Manager.
Required Qualification: Diploma or Bsc Degree in Mechanical Engineering or related fields.
General Experience 10 years
Specific Experience in similar position:- 5years
Salary, negotiable and attractive
Place of work: Addis Ababa
N.B Experience from Construction companies are more advantageous.
Place of work, Addis Ababa.
How to apply,
send your application with CV and academic credentials and Experience via Only
Telegram only:0944359775.
has seeking Qualified Professionals in the following positions.
1. Project Manager for Infrastructure project.
Required Qualification: Bsc Degree in Civil Engineering or related fields.
General Experience 10 years
Specific Experience in similar position:- 5years
( in road or site work experience is more advantageous)
Salary: negotiable and attractive
Place of work; Debire Birhan.
2)Equipment and Maintenance Administration Manager.
Required Qualification: Diploma or Bsc Degree in Mechanical Engineering or related fields.
General Experience 10 years
Specific Experience in similar position:- 5years
Salary, negotiable and attractive
Place of work: Addis Ababa
N.B Experience from Construction companies are more advantageous.
Place of work, Addis Ababa.
How to apply,
send your application with CV and academic credentials and Experience via Only
Telegram only:0944359775.
Forwarded from Construction Job Vacancies α΅α«
Deadline : January 4, 2026 - January 15, 2026
How to Apply
NB: Interested and qualified applicants who meet the above requirements are invited to submit their copies of testimonials with update CV and work Experience within 7 working days in persons or by Email: info@centuryaddiscon.com.et
Address: Bole on Atlas Road Above 2000 Habesha Restaurant or Near Aya or Mado Hotel at Century Executive Tower 17th Floor office Human Resources Development and Management Department
For More information: Any question please contact us at 0116393451
How to Apply
NB: Interested and qualified applicants who meet the above requirements are invited to submit their copies of testimonials with update CV and work Experience within 7 working days in persons or by Email: info@centuryaddiscon.com.et
Address: Bole on Atlas Road Above 2000 Habesha Restaurant or Near Aya or Mado Hotel at Century Executive Tower 17th Floor office Human Resources Development and Management Department
For More information: Any question please contact us at 0116393451
Forwarded from Construction Job Vacancies α΅α«
Dead line : January 4 - January 24 / 2026
How to Apply
Interested applicants who meet the above requirements invited to submit their C.V. Along with non-returnable credentials within 6 Working days from the date of this announcement to Human Resource Team No. 9 in person ADDRESS
YENCOMAD CONSTRUCTION
AT THE BACK OF DEMBEL CITY CENTER, HUMAN RESOURCE TEAM
Tel. 0115 53 37 66, Addis Ababa, Ethiopia
How to Apply
Interested applicants who meet the above requirements invited to submit their C.V. Along with non-returnable credentials within 6 Working days from the date of this announcement to Human Resource Team No. 9 in person ADDRESS
YENCOMAD CONSTRUCTION
AT THE BACK OF DEMBEL CITY CENTER, HUMAN RESOURCE TEAM
Tel. 0115 53 37 66, Addis Ababa, Ethiopia