โจaQuapa PPR Pipes - PN 20
๐ฅKey Features:
๐Pressure Rating: PN 20 (20 bar)
๐Diameter Range: 20mm to 63mm
๐Material: Polypropylene Random Copolymer (PPR)
๐Applications: Suitable for high-pressure water supply systems, industrial applications, and more.
โจ aQuapa PPR Fittings - PN 25
๐ฅKey Features:
๐Pressure Rating: PN 25 (25 bar)
๐Diameter Range: 20mm to 63mm
๐Types of Fittings: Elbows, tees, reducers, couplings, end caps, and more.
๐Material: Polypropylene Random Copolymer (PPR)
๐Applications: Ideal for high-pressure water systems, industrial applications, plumbing, and heating systems.
๐Head Office
Location: Derar Mall 9th floor opposite to Sahlite Mihret Church
๐ฑ+251 929 93 0206
๐ฑ+251 929 53 1707
#ethiopia #theklinker #ektceramics #construction #admixture #ceramic #paint #sika #jotun #aquapa #primacera #hanbon #tesaassaabloy #spc #tiles #pprpipe #doorlock #sanitarywares #buildingmaterials
๐ฅKey Features:
๐Pressure Rating: PN 20 (20 bar)
๐Diameter Range: 20mm to 63mm
๐Material: Polypropylene Random Copolymer (PPR)
๐Applications: Suitable for high-pressure water supply systems, industrial applications, and more.
โจ aQuapa PPR Fittings - PN 25
๐ฅKey Features:
๐Pressure Rating: PN 25 (25 bar)
๐Diameter Range: 20mm to 63mm
๐Types of Fittings: Elbows, tees, reducers, couplings, end caps, and more.
๐Material: Polypropylene Random Copolymer (PPR)
๐Applications: Ideal for high-pressure water systems, industrial applications, plumbing, and heating systems.
๐Head Office
Location: Derar Mall 9th floor opposite to Sahlite Mihret Church
๐ฑ+251 929 93 0206
๐ฑ+251 929 53 1707
#ethiopia #theklinker #ektceramics #construction #admixture #ceramic #paint #sika #jotun #aquapa #primacera #hanbon #tesaassaabloy #spc #tiles #pprpipe #doorlock #sanitarywares #buildingmaterials
๐5โค1๐1
๐BASIC PRODUCTIVITY FORMULA
๐งThe basic formula for calculating productivity is:
Productivity Rate= Output/Input
Output: The quantity of goods or services produced.
Input: The resources used to produce the output (e.g., labor hours, costs, materials).
๐ซSteps to Calculate Productivity Rates
โญ๏ธ1. Define Output and Input
Output: This can be the number of units produced, services rendered, sales volume, etc.
Input: This could be the number of labor hours, cost of resources, total expenses, etc.
โญ๏ธ2. Choose a Time Frame
Decide whether you want to measure productivity on a daily, weekly, monthly, or yearly basis.
โญ๏ธ3. Collect Data :-Gather data for the output and input for the selected time frame.
โญ๏ธ4. Apply the Formula
Use the formula mentioned above to calculate the productivity rate.
๐ทExample Calculations
โถ๏ธExample 1: Manufacturing Productivity Output: 500 widgets Input: 250 labor hours
Productivity Rate= 500 widgets/250 labor hours = 2 widgets per hour
โบExample 2: Sales Team Productivity
Output: $200,000 in sales
Input: 400 labor hours
Productivity Rate= $200,000/400 labor hours = $500 per hour
โบExample 3: Software Development Team
Output: 1000 lines of code
Input: 40 labor hours
Productivity Rate= 1000 lines/40 hours = 25 lines per hour
๐Types of Productivity Measurements
๐ฐProductivity can be measured in different ways depending on the industry and focus:
๐ฒ1. Labor Productivity
Measures the amount of goods or services produced per labor hour.
โนLabor Productivity = Total Output/Total Labor Hours
๐ฒ2. Capital Productivity
Measures output against capital invested.
Capital Productivity = Total Output//Total Capital Used
๐ฒ3. Total Factor Productivity (TFP)
Considers multiple inputs, such as labor, capital, and materials, to evaluate overall efficiency.
TFP = Total Output/Weighted Sum of Inputs
๐ซFactors Influencing Productivity
๐1. Technology: Advanced technology can increase output with the same input.
๐2. Skills and Training: Skilled workers often produce more efficiently.
๐3. Work Environment: A conducive environment can boost productivity.
๐4. Processes and Systems: Streamlined processes can enhance efficiency.
๐5. Management Practices: Effective management can lead to better productivity.
@etconp
๐งThe basic formula for calculating productivity is:
Productivity Rate= Output/Input
Output: The quantity of goods or services produced.
Input: The resources used to produce the output (e.g., labor hours, costs, materials).
๐ซSteps to Calculate Productivity Rates
โญ๏ธ1. Define Output and Input
Output: This can be the number of units produced, services rendered, sales volume, etc.
Input: This could be the number of labor hours, cost of resources, total expenses, etc.
โญ๏ธ2. Choose a Time Frame
Decide whether you want to measure productivity on a daily, weekly, monthly, or yearly basis.
โญ๏ธ3. Collect Data :-Gather data for the output and input for the selected time frame.
โญ๏ธ4. Apply the Formula
Use the formula mentioned above to calculate the productivity rate.
๐ทExample Calculations
โถ๏ธExample 1: Manufacturing Productivity Output: 500 widgets Input: 250 labor hours
Productivity Rate= 500 widgets/250 labor hours = 2 widgets per hour
โบExample 2: Sales Team Productivity
Output: $200,000 in sales
Input: 400 labor hours
Productivity Rate= $200,000/400 labor hours = $500 per hour
โบExample 3: Software Development Team
Output: 1000 lines of code
Input: 40 labor hours
Productivity Rate= 1000 lines/40 hours = 25 lines per hour
๐Types of Productivity Measurements
๐ฐProductivity can be measured in different ways depending on the industry and focus:
๐ฒ1. Labor Productivity
Measures the amount of goods or services produced per labor hour.
โนLabor Productivity = Total Output/Total Labor Hours
๐ฒ2. Capital Productivity
Measures output against capital invested.
Capital Productivity = Total Output//Total Capital Used
๐ฒ3. Total Factor Productivity (TFP)
Considers multiple inputs, such as labor, capital, and materials, to evaluate overall efficiency.
TFP = Total Output/Weighted Sum of Inputs
๐ซFactors Influencing Productivity
๐1. Technology: Advanced technology can increase output with the same input.
๐2. Skills and Training: Skilled workers often produce more efficiently.
๐3. Work Environment: A conducive environment can boost productivity.
๐4. Processes and Systems: Streamlined processes can enhance efficiency.
๐5. Management Practices: Effective management can lead to better productivity.
@etconp
๐23๐1
Lateral torsional buckling will occur in:
Anonymous Quiz
16%
Beams whose compression flange is embedded in the slab
26%
Beams which are laterally restricted by horizontal bracings
43%
Beams which are laterally unsupported
14%
Beams whose web are restrained by lateral beams
๐10
When Compressive force applied on the Ductile material, which type of failure wiil be generate & which angle
Anonymous Quiz
19%
Shear failure, 90degree
43%
Compressive failure, 90degree
32%
Tensile failure, 45degree
7%
None of these
๐11๐4
Increasing the grade of concrete the value of Poisson's ratio is
Anonymous Quiz
48%
Directly proportional
37%
Indirectly proportional
9%
No changes
6%
Both equal changes
๐11โค1
๐FUNCTIONS OF FOUNDATIONS
๐งFoundations serve the following purposes :-
1.Reduction of load intensity:-
Foundations distribute the loads of the super-structure to a larger area so that the intensity of the load at its base (i.e., the total load divided by the total area)does not exceed the safe bearing capacity of the sub-soil. In the case of deep foundations it transmits the super imposed loads to the sub soil both through side friction as well as through end bearing
2.Even distribution of load:-
Foundations distribute the non-uniform load of the super-structure evenly to be sub soil. For example two columns carrying unequal loads can have a combined footing which may transmit the load to sub soil evenly with uniform soil pressure. Due to this, differential settlements are minimised.
3. Provision of level surface:-
Foundations provide levelled and hard surfaces over which the super structure can be built.
4. Lateral stability:- It anchors the super structure to the ground, thus imparting lateral stability to the super structure.The stability of the building, against sliding and overturning, due to horizontal forces (Such as wind, Earthquake etc.) is increased due to foundations.
5.Safety against undermining:- It provides the structural safety against undermining or scouring due to burrowing animals and flood water.
6.Protection against soil movements:- Special foundations measures prevents or minimises the distress (or cracks) in the super structure, due to expansion or contraction of the sub soil because of moisture movement in some problematic soils.
๐ซESSENTIAL REQUIREMENTS OF A GOOD FOUNDATIONS :-
โบFoundations should be constructed to safety the following requirements:-
1.The foundations shall be constructed to sustain dead and imposed loads and to transmit these to the sub soil in such a way that pressure on it will not cause settlement which would impair the stability of the building or adjoining structures.
2.Foundation base should be rigid so that differential settlements are minimised, specially for the case when super imposed loads are not evenly distributed.
3.Foundations should be taken sufficiently deep to gaurd the building against damage or distress caused by swelling or shrinkage of the sub soil.
4. Foundations should be safely located that its performance may not be affected due to any unexpected future influence.
@etconp
๐งFoundations serve the following purposes :-
1.Reduction of load intensity:-
Foundations distribute the loads of the super-structure to a larger area so that the intensity of the load at its base (i.e., the total load divided by the total area)does not exceed the safe bearing capacity of the sub-soil. In the case of deep foundations it transmits the super imposed loads to the sub soil both through side friction as well as through end bearing
2.Even distribution of load:-
Foundations distribute the non-uniform load of the super-structure evenly to be sub soil. For example two columns carrying unequal loads can have a combined footing which may transmit the load to sub soil evenly with uniform soil pressure. Due to this, differential settlements are minimised.
3. Provision of level surface:-
Foundations provide levelled and hard surfaces over which the super structure can be built.
4. Lateral stability:- It anchors the super structure to the ground, thus imparting lateral stability to the super structure.The stability of the building, against sliding and overturning, due to horizontal forces (Such as wind, Earthquake etc.) is increased due to foundations.
5.Safety against undermining:- It provides the structural safety against undermining or scouring due to burrowing animals and flood water.
6.Protection against soil movements:- Special foundations measures prevents or minimises the distress (or cracks) in the super structure, due to expansion or contraction of the sub soil because of moisture movement in some problematic soils.
๐ซESSENTIAL REQUIREMENTS OF A GOOD FOUNDATIONS :-
โบFoundations should be constructed to safety the following requirements:-
1.The foundations shall be constructed to sustain dead and imposed loads and to transmit these to the sub soil in such a way that pressure on it will not cause settlement which would impair the stability of the building or adjoining structures.
2.Foundation base should be rigid so that differential settlements are minimised, specially for the case when super imposed loads are not evenly distributed.
3.Foundations should be taken sufficiently deep to gaurd the building against damage or distress caused by swelling or shrinkage of the sub soil.
4. Foundations should be safely located that its performance may not be affected due to any unexpected future influence.
@etconp
๐13โค1
๐แแป แจแตแแ
แญแต แฅแตแ
๐ซแ แฉแแญแตแต แชแแแฐแ แจแผแญแแแ แจแแป แจแตแแ แญแต แฅแตแ แแแแจแป แแแแแญ แแแต แณแแแต แฅแป แญแแจแแแข
๐ทแแตแแแ แญแซแแ แ แแ แแ แแ แแจแแแ แซแแฅแก๐
http://chevening.org/courses
@etconp
๐ซแ แฉแแญแตแต แชแแแฐแ แจแผแญแแแ แจแแป แจแตแแ แญแต แฅแตแ แแแแจแป แแแแแญ แแแต แณแแแต แฅแป แญแแจแแแข
๐ทแแตแแแ แญแซแแ แ แแ แแ แแ แแจแแแ แซแแฅแก๐
http://chevening.org/courses
@etconp
๐5๐ข1๐1
แณแแซแต แแแต แฅแ แแฆแแต แ แ
แซแข
๐แแแ แ แ แแต แฆแณ แจแแซแแแ แต แฅแ แแแแ แ แญแฅ
๐ฐแแ แญแแแแ?
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โ๏ธแแแซ แแตแแซแจแฅ แแตแ แณแต แแญแแ แแณแ แ แจแแแ แฅแแณแซแตแก แแแแ แแฝแแฝ แ แตแแฅแฐแแ
๐แแฎ (แถแแฒแ) แฅแญแต แแตแ แแต แแญแแ แแณแ แ แซแฐแก แแฑแ แแฝแ แ แแฝแ แแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แจแแฐแฉ แฅแ แฃแแแซแแฝแ แ แแ
โ๏ธแญแฐแแแแ แซแแญแฉแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ แ.1 แ แแถแฅแต แฐแซ(แแณแแแซ)
แ.2 แแญแซแถ
แ.3 แฐแญแแแญแแแต
0904040477
0911016833
๐แแแ แ แ แแต แฆแณ แจแแซแแแ แต แฅแ แแแแ แ แญแฅ
๐ฐแแ แญแแแแ?
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โ๏ธแแแซ แแตแแซแจแฅ แแตแ แณแต แแญแแ แแณแ แ แจแแแ แฅแแณแซแตแก แแแแ แแฝแแฝ แ แตแแฅแฐแแ
๐แแฎ (แถแแฒแ) แฅแญแต แแตแ แแต แแญแแ แแณแ แ แซแฐแก แแฑแ แแฝแ แ แแฝแ แแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แจแแฐแฉ แฅแ แฃแแแซแแฝแ แ แแ
โ๏ธแญแฐแแแแ แซแแญแฉแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ แ.1 แ แแถแฅแต แฐแซ(แแณแแแซ)
แ.2 แแญแซแถ
แ.3 แฐแญแแแญแแแต
0904040477
0911016833
๐2๐1
๐Sand Cone Test
๐ซSand Cone Density is an accurate and reliable test method that has long been used to measure the in-place density of soils.
๐ทThe procedure is described in ASTM D1556 / AASHTO T 191. A flat base plate with a 6.5in (165.1mm) circular opening is used as a template to position the hole at the test site.
โบDensity test accessories such as mallets, scoops, chisels, and sample bags are used during excavation.
โถ๏ธAll the excavated material is carefully collected and saved in an airtight container.
โบThe pre-weighed Sand Cone Density Apparatus is inverted onto the base plate and the opening of the metal cone is nested in the base plate opening.
โบA rotary valve is opened, and free-flowing density test sand of known density runs into the excavated test hole.
โบThe apparatus is weighed again to establish the weight of sand needed to fill the hole and the volume of the hole is calculated.
โบThe wet weight of the excavated soil is divided by the volume of the hole to determine the wet density.
@etconp
๐ซSand Cone Density is an accurate and reliable test method that has long been used to measure the in-place density of soils.
๐ทThe procedure is described in ASTM D1556 / AASHTO T 191. A flat base plate with a 6.5in (165.1mm) circular opening is used as a template to position the hole at the test site.
โบDensity test accessories such as mallets, scoops, chisels, and sample bags are used during excavation.
โถ๏ธAll the excavated material is carefully collected and saved in an airtight container.
โบThe pre-weighed Sand Cone Density Apparatus is inverted onto the base plate and the opening of the metal cone is nested in the base plate opening.
โบA rotary valve is opened, and free-flowing density test sand of known density runs into the excavated test hole.
โบThe apparatus is weighed again to establish the weight of sand needed to fill the hole and the volume of the hole is calculated.
โบThe wet weight of the excavated soil is divided by the volume of the hole to determine the wet density.
@etconp
๐8โค4๐1
Intercon Construction Chemicals
๐ Authorized agent of MC (Conmix), Weber and SIMENTEK
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Concrete Repair, Grout
โ Tile Adhesive & Tile Joint Fillers
โ Wall Putty, Prime Coat, Rush Coat
โ Quartz, Contextra
โ Specialized paints (Thermal and Insulation Paints, Street and Playground Paints)
โ Floor hardener, Epoxy
โ Geotextiles, Geo-membranes and other construction chemicals and materials
Tel: 0961955555 or 0961955559
Address: Signal, around signal mall
๐ Authorized agent of MC (Conmix), Weber and SIMENTEK
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Concrete Repair, Grout
โ Tile Adhesive & Tile Joint Fillers
โ Wall Putty, Prime Coat, Rush Coat
โ Quartz, Contextra
โ Specialized paints (Thermal and Insulation Paints, Street and Playground Paints)
โ Floor hardener, Epoxy
โ Geotextiles, Geo-membranes and other construction chemicals and materials
Tel: 0961955555 or 0961955559
Address: Signal, around signal mall
๐4
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VIEW IN TELEGRAM
Exciting news! ๐ EKT Ceramics is thrilled to announce the launch of our new website: www.ektceramics.com! ๐
โจOur new website is designed with you in mind, offering an enhanced user experience with easier navigation, comprehensive product information, and the latest updates on our innovative solutions. Whether you're a long-time customer or new to our products, you'll find everything you need right at your fingertips.
โจExplore our extensive range of high-quality products, get inspired by our project showcases, and stay informed about upcoming events and promotions. We invite you to visit us online and discover how EKT Ceramics can bring beauty and functionality to your Environment.
Visit us now at www.ektceramics.com and let's start creating something extraordinary together! ๐บโจ
โจOur new website is designed with you in mind, offering an enhanced user experience with easier navigation, comprehensive product information, and the latest updates on our innovative solutions. Whether you're a long-time customer or new to our products, you'll find everything you need right at your fingertips.
โจExplore our extensive range of high-quality products, get inspired by our project showcases, and stay informed about upcoming events and promotions. We invite you to visit us online and discover how EKT Ceramics can bring beauty and functionality to your Environment.
Visit us now at www.ektceramics.com and let's start creating something extraordinary together! ๐บโจ
๐3โค1๐ฅฐ1
๐The FIDIC (Fรฉdรฉration Internationale Des Ingรฉnieurs-Conseils)
๐งcontracts are among the most widely used standard forms of contracts in the engineering and construction industry globally.
They provide a framework that outlines the rights and obligations of all parties involved in construction projects.
A critical aspect of project management under FIDIC contracts is the requirement for a detailed programme (schedule) for the execution of the works.
This programme serves as a roadmap for project execution, ensuring that all activities are planned and coordinated effectively.
Initial Programme Submission
Submission Deadline
According to FIDIC conditions, the Contractor is required to submit an initial programme for the execution of the Works within 28 days after receiving the Notice under Sub-Clause 8.1 [Commencement of Works].
This initial programme is essential as it lays down the foundation for the project's timeline and planning.
The 28-day period provides the Contractor with a reasonable timeframe to assess the project's requirements, prepare a detailed plan, and ensure that all stakeholders are aligned before commencing the works.
Programming Software
The programme must be prepared using programming software stated in the Employerโs Requirements.
If the Employerโs Requirements do not specify the software, the Contractor must use software acceptable to the Engineer.
This ensures consistency and compatibility in programme management and review. The use of specified programming software facilitates better integration with the Employer's project management systems, enabling efficient tracking, reporting, and collaboration.
Revised Programme Submission
Reflecting Actual Progress
The Contractor is also obligated to submit a revised programme whenever the current programme ceases to reflect actual progress or becomes inconsistent with the Contractorโs obligations.
This requirement ensures that the programme remains a reliable tool for monitoring project progress and managing changes. Revised programmes are crucial for addressing any deviations from the original plan, allowing for timely corrective actions and ensuring that the project stays on track.
Submission Format
Both the initial and revised programmes must be submitted to the Engineer in one paper copy, one electronic copy, and additional paper copies if specified in the Contract Data.
This ensures that the Engineer and other stakeholders have access to the programme in their preferred formats. The availability of both paper and electronic copies facilitates ease of review, archiving, and dissemination among project teams.
Contents of the Programme
The programme must include several key elements to provide a comprehensive overview of the project plan and progress:
Key Dates Commencement Date and Time for Completion:
This includes the overall project timeline and the timeline for each section, if any. These dates are critical for setting the projectโs start and end points, ensuring that all parties have a clear understanding of the schedule.
Right of Access and Possession Dates: The dates when the Contractor will be given access to and possession of the site or its parts, as stated in the Contract Data or as required by the Contractor.
This information is vital for planning mobilization and ensuring that the Contractor can commence work without delays.
Work Sequence and Timing
Order of Work Execution: This details the sequence in which the Contractor intends to carry out the Works, including design stages, document submissions, procurement, manufacture, delivery to Site, construction, installation, and work by any nominated Subcontractors.
A well-structured order of work execution helps in optimizing resource allocation and minimizing potential conflicts.
Review Periods: Periods specified for the Engineerโs review of submissions under Sub-Clause 5.2.2 and other reviews required by the Employerโs Requirements. Clearly defined review periods help in ensuring timely approvals and avoiding delays.
@etconp
๐งcontracts are among the most widely used standard forms of contracts in the engineering and construction industry globally.
They provide a framework that outlines the rights and obligations of all parties involved in construction projects.
A critical aspect of project management under FIDIC contracts is the requirement for a detailed programme (schedule) for the execution of the works.
This programme serves as a roadmap for project execution, ensuring that all activities are planned and coordinated effectively.
Initial Programme Submission
Submission Deadline
According to FIDIC conditions, the Contractor is required to submit an initial programme for the execution of the Works within 28 days after receiving the Notice under Sub-Clause 8.1 [Commencement of Works].
This initial programme is essential as it lays down the foundation for the project's timeline and planning.
The 28-day period provides the Contractor with a reasonable timeframe to assess the project's requirements, prepare a detailed plan, and ensure that all stakeholders are aligned before commencing the works.
Programming Software
The programme must be prepared using programming software stated in the Employerโs Requirements.
If the Employerโs Requirements do not specify the software, the Contractor must use software acceptable to the Engineer.
This ensures consistency and compatibility in programme management and review. The use of specified programming software facilitates better integration with the Employer's project management systems, enabling efficient tracking, reporting, and collaboration.
Revised Programme Submission
Reflecting Actual Progress
The Contractor is also obligated to submit a revised programme whenever the current programme ceases to reflect actual progress or becomes inconsistent with the Contractorโs obligations.
This requirement ensures that the programme remains a reliable tool for monitoring project progress and managing changes. Revised programmes are crucial for addressing any deviations from the original plan, allowing for timely corrective actions and ensuring that the project stays on track.
Submission Format
Both the initial and revised programmes must be submitted to the Engineer in one paper copy, one electronic copy, and additional paper copies if specified in the Contract Data.
This ensures that the Engineer and other stakeholders have access to the programme in their preferred formats. The availability of both paper and electronic copies facilitates ease of review, archiving, and dissemination among project teams.
Contents of the Programme
The programme must include several key elements to provide a comprehensive overview of the project plan and progress:
Key Dates Commencement Date and Time for Completion:
This includes the overall project timeline and the timeline for each section, if any. These dates are critical for setting the projectโs start and end points, ensuring that all parties have a clear understanding of the schedule.
Right of Access and Possession Dates: The dates when the Contractor will be given access to and possession of the site or its parts, as stated in the Contract Data or as required by the Contractor.
This information is vital for planning mobilization and ensuring that the Contractor can commence work without delays.
Work Sequence and Timing
Order of Work Execution: This details the sequence in which the Contractor intends to carry out the Works, including design stages, document submissions, procurement, manufacture, delivery to Site, construction, installation, and work by any nominated Subcontractors.
A well-structured order of work execution helps in optimizing resource allocation and minimizing potential conflicts.
Review Periods: Periods specified for the Engineerโs review of submissions under Sub-Clause 5.2.2 and other reviews required by the Employerโs Requirements. Clearly defined review periods help in ensuring timely approvals and avoiding delays.
@etconp
๐14โค1
๐แ แ แแต แแแฑ แ แแฒแแฝแ แฃแฒแต แฃแ แฃ แจแ แแต แบ แชแ แแตแญ แ แแญ แจแแแฃแณแ แจแฅแแ แตแซแแฝ แฐแจแแแแแ
๐งแจแ แฒแต แ แ แฃ แจแฐแ แแแแถแฝ แฃแแตแแฃแ แ 2016 แ แแต แแแต 902 แชแ แแตแญ แแฉ แแฉ แจแแแฃแณแ แจแฅแแ แตแซแแฝ แแแตแซแต แ แ แถ 1145 แชแ แแตแญ แ แแจแแแ แจแแ แฑ แ แแญ แแแณแซแต แฝแแแกแก
แจแฃแแตแแฃแ แแตแชแซ แคแฑ แจ2016 แ แแต แแแต แจแแ แต แ แแแแ แจ2015 แฐแแณแณแญ แ แแต แแแต แแญ แฒแแแแญแ แจ13 แ แแถ แฐแจแแช แแตแแต แ แณแญแทแแกแก
แ 2016 แ แแต แแแต แแตแฅ แจแฐแจแแแ แจแแแฃแณ แตแซแแฝ แแซแจแ 41 แชแ แแตแญ แจแ แตแแแตแฃ 55 แชแ แแตแญ แจแ แ แญแฃ 8 แชแ แแตแญ แจแแซ แแแชแซ แคแถแฝ แจแแตแฅ แแแตแฅ แจแฎแฅแ แแแแถแฝ แฅแ 64 แชแ แแตแญ แจแฎแฅแ แแฃแ แตแซแแฝ แญแแแ แณแแกแก
แ แแ แ แฉแ แฐแแ 61 แชแ แแตแญ แแฃแญ แจแฅแแจแ แแแแถแฝแ แแแแแ แจแแแถ แแแฃแณ แตแซ แจแแจแแแแ แ แฐแจแแช 10 แชแ แแตแญ แญแแต แจแแธแแ แจแแแฅ แแ แแแฐแป แแตแแฎแฝ แแแฃแณแฃ 35 แชแ แแตแญ แจแณแญแญแ แแแแต แแแฃแณแฃ 55.5 แชแ แแตแญ แจแแแแต แณแญ แแฅแซแต แจแแตแแญ แแญแแณแฃ 6 แชแ แแตแญ แจแแฃแ แฃแต แแตแแญ แจแแแฃแณ แตแซแแฝแ แจแแซแซแตแต แฒแแ แ แตแแฉแ 336 แชแ แแตแญ แญแธแแแแกแก
แฃแแตแแฃแ แแตแชแซ แคแฑ แจแแแฃแณ แตแซแแฝ แแ แแแ แ แฐแแซแฉ แแญแแซแถแฝ แแฅแแฝแต แจแฐแณแจแ 97 แช.แ แจแ แตแแแตแฃ 20 แจ.แ แจแ แ แญแฃ 23 แชแ แแตแญ แจแฅแแจแ แแแแต แแจแแซ แ แฅแญ แ แฒแต แตแซแ แจแฅแแ แตแซ 58 แช.แ แจแฎแฅแ แแแแต แแฃแแฃ 395 แช.แ แจแตแฌแแ แแตแแฎแฝ แ แณแตแฃ 8 แช.แ แจแตแฌแแ แแตแแญ แแตแณแตแ แฅแแแฃ 41 แช.แ แจแฅแแจแ แแแแต แฅแแแ แจแจแญแญ แตแถแ แตแซแแฝ แฐแฐแญแฐแแแกแก
แจแ แฒแต แ แ แฃ แจแฐแ แแแแถแฝ แฃแแฅแแฃแ
@etconp
๐งแจแ แฒแต แ แ แฃ แจแฐแ แแแแถแฝ แฃแแตแแฃแ แ 2016 แ แแต แแแต 902 แชแ แแตแญ แแฉ แแฉ แจแแแฃแณแ แจแฅแแ แตแซแแฝ แแแตแซแต แ แ แถ 1145 แชแ แแตแญ แ แแจแแแ แจแแ แฑ แ แแญ แแแณแซแต แฝแแแกแก
แจแฃแแตแแฃแ แแตแชแซ แคแฑ แจ2016 แ แแต แแแต แจแแ แต แ แแแแ แจ2015 แฐแแณแณแญ แ แแต แแแต แแญ แฒแแแแญแ แจ13 แ แแถ แฐแจแแช แแตแแต แ แณแญแทแแกแก
แ 2016 แ แแต แแแต แแตแฅ แจแฐแจแแแ แจแแแฃแณ แตแซแแฝ แแซแจแ 41 แชแ แแตแญ แจแ แตแแแตแฃ 55 แชแ แแตแญ แจแ แ แญแฃ 8 แชแ แแตแญ แจแแซ แแแชแซ แคแถแฝ แจแแตแฅ แแแตแฅ แจแฎแฅแ แแแแถแฝ แฅแ 64 แชแ แแตแญ แจแฎแฅแ แแฃแ แตแซแแฝ แญแแแ แณแแกแก
แ แแ แ แฉแ แฐแแ 61 แชแ แแตแญ แแฃแญ แจแฅแแจแ แแแแถแฝแ แแแแแ แจแแแถ แแแฃแณ แตแซ แจแแจแแแแ แ แฐแจแแช 10 แชแ แแตแญ แญแแต แจแแธแแ แจแแแฅ แแ แแแฐแป แแตแแฎแฝ แแแฃแณแฃ 35 แชแ แแตแญ แจแณแญแญแ แแแแต แแแฃแณแฃ 55.5 แชแ แแตแญ แจแแแแต แณแญ แแฅแซแต แจแแตแแญ แแญแแณแฃ 6 แชแ แแตแญ แจแแฃแ แฃแต แแตแแญ แจแแแฃแณ แตแซแแฝแ แจแแซแซแตแต แฒแแ แ แตแแฉแ 336 แชแ แแตแญ แญแธแแแแกแก
แฃแแตแแฃแ แแตแชแซ แคแฑ แจแแแฃแณ แตแซแแฝ แแ แแแ แ แฐแแซแฉ แแญแแซแถแฝ แแฅแแฝแต แจแฐแณแจแ 97 แช.แ แจแ แตแแแตแฃ 20 แจ.แ แจแ แ แญแฃ 23 แชแ แแตแญ แจแฅแแจแ แแแแต แแจแแซ แ แฅแญ แ แฒแต แตแซแ แจแฅแแ แตแซ 58 แช.แ แจแฎแฅแ แแแแต แแฃแแฃ 395 แช.แ แจแตแฌแแ แแตแแฎแฝ แ แณแตแฃ 8 แช.แ แจแตแฌแแ แแตแแญ แแตแณแตแ แฅแแแฃ 41 แช.แ แจแฅแแจแ แแแแต แฅแแแ แจแจแญแญ แตแถแ แตแซแแฝ แฐแฐแญแฐแแแกแก
แจแ แฒแต แ แ แฃ แจแฐแ แแแแถแฝ แฃแแฅแแฃแ
@etconp
๐17๐ฅฐ1๐1
Q) If in the harvest season when the river flow is low which method should use for irrigation
Anonymous Quiz
13%
A: Direct Irrigation
57%
B: Storage Irrigation
17%
C: Lift Irrigation
13%
D: Irrigation by wells
๐29
The clay deposit of thickness 10 cm and void ratio 0.5 undergoes settlement and now its final void ratio is 0.2. The thickness (cm) of the settlement layer.
Anonymous Quiz
21%
1
35%
1.5
24%
2
20%
2.5
๐9โค6
Q) Which of the following method can be used to determine the water content?
Anonymous Quiz
8%
A: Torsion Balance method
24%
B: Dry Sieve Analysis
7%
C: Chemical Method
61%
D: Hydrometer Method
๐15
แณแแซแต แแแต แฅแ แแฆแแต แ แ
แซแข
๐แแแ แ แ แแต แฆแณ แจแแซแแแ แต แฅแ แแแแ แ แญแฅ
๐ฐแแ แญแแแแ?
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โ๏ธแแแซ แแตแแซแจแฅ แแตแ แณแต แแญแแ แแณแ แ แจแแแ แฅแแณแซแตแก แแแแ แแฝแแฝ แ แตแแฅแฐแแ
๐แแฎ (แถแแฒแ) แฅแญแต แแตแ แแต แแญแแ แแณแ แ แซแฐแก แแฑแ แแฝแ แ แแฝแ แแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แจแแฐแฉ แฅแ แฃแแแซแแฝแ แ แแ
โ๏ธแญแฐแแแแ แซแแญแฉแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ แ.1 แ แแถแฅแต แฐแซ(แแณแแแซ)
แ.2 แแญแซแถ
แ.3 แฐแญแแแญแแแต
0904040477
0911016833
๐แแแ แ แ แแต แฆแณ แจแแซแแแ แต แฅแ แแแแ แ แญแฅ
๐ฐแแ แญแแแแ?
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โ๏ธแแแซ แแตแแซแจแฅ แแตแ แณแต แแญแแ แแณแ แ แจแแแ แฅแแณแซแตแก แแแแ แแฝแแฝ แ แตแแฅแฐแแ
๐แแฎ (แถแแฒแ) แฅแญแต แแตแ แแต แแญแแ แแณแ แ แซแฐแก แแฑแ แแฝแ แ แแฝแ แแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แจแแฐแฉ แฅแ แฃแแแซแแฝแ แ แแ
โ๏ธแญแฐแแแแ แซแแญแฉแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ แ.1 แ แแถแฅแต แฐแซ(แแณแแแซ)
แ.2 แแญแซแถ
แ.3 แฐแญแแแญแแแต
0904040477
0911016833
๐5
๐T๐ต๐ฒ ๐ฑ ๐ธ๐ฒ๐ ๐๐๐ฝ๐ฒ๐ ๐ผ๐ณ ๐ฐ๐ผ๐ป๐๐๐ฟ๐๐ฐ๐๐ถ๐ผ๐ป ๐ฐ๐ผ๐ป๐๐ฟ๐ฎ๐ฐ๐๐
๐ซEvery construction project has unique challenges, and different types of contracts lend themselves to various situations.
1. ๐ญ๐ถ๐ฎ๐ฑ ๐ด๐ถ๐ฎ ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
2. ๐ต๐ช๐ฎ๐ฆ ๐ข๐ฏ๐ฅ ๐ฎ๐ข๐ต๐ฆ๐ณ๐ช๐ข๐ญ๐ด ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
3. ๐ถ๐ฏ๐ช๐ต ๐ฑ๐ณ๐ช๐ค๐ฆ ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
4. ๐จ๐ถ๐ข๐ณ๐ข๐ฏ๐ต๐ฆ๐ฆ๐ฅ ๐ฎ๐ข๐น๐ช๐ฎ๐ถ๐ฎ ๐ฑ๐ณ๐ช๐ค๐ฆ (๐จ๐ฎ๐ฑ) ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
5. ๐ค๐ฐ๐ด๐ต-๐ฑ๐ญ๐ถ๐ด ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
@etconp
๐ซEvery construction project has unique challenges, and different types of contracts lend themselves to various situations.
1. ๐ญ๐ถ๐ฎ๐ฑ ๐ด๐ถ๐ฎ ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
2. ๐ต๐ช๐ฎ๐ฆ ๐ข๐ฏ๐ฅ ๐ฎ๐ข๐ต๐ฆ๐ณ๐ช๐ข๐ญ๐ด ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
3. ๐ถ๐ฏ๐ช๐ต ๐ฑ๐ณ๐ช๐ค๐ฆ ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
4. ๐จ๐ถ๐ข๐ณ๐ข๐ฏ๐ต๐ฆ๐ฆ๐ฅ ๐ฎ๐ข๐น๐ช๐ฎ๐ถ๐ฎ ๐ฑ๐ณ๐ช๐ค๐ฆ (๐จ๐ฎ๐ฑ) ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
5. ๐ค๐ฐ๐ด๐ต-๐ฑ๐ญ๐ถ๐ด ๐ค๐ฐ๐ฏ๐ต๐ณ๐ข๐ค๐ต๐ด
@etconp
๐13๐7โค2๐1
Forwarded from Ethiopian Construction Vacancy & Tender
๐แจแฅแแ
แฃแซ แฉแแจแญแฒแฒ แแแ แแแฃแณ
=====================
๐งแ 2016 แ.แ แจแ แแต แ แแต แฅแซแตแแแฃแธแ แจแแแ แแฎแแญแถแฝ แแซแจแ แจ7000 แฐแ แ แแญ แจแแญแ แ แแ แจแฐแจแฐแ แตแ แดแญแแแ แ แแ แฅแแ แ แ แตแญแ แซแแ แแแ แ แณแซแฝ แ แแฑ แแแข
โญ๏ธแจแถแตแต แขแแฎแ แฅแญ แ แแญ แฅแแฐแแจแญแต แจแแ แ แแ แญแ แฆแฒแดแญแจแ แ แ แแแแ แตแณแแณแญแต แฅแจแฐแแแฃ แฒแแ แแแฃแณแ แฒแ แแแ แฉแแจแญแตแฒแแ แจแฎแแแจแแต แแแจแ แแแตแจแ แจแแซแแ แตแแ แแฎแแญแต แแแข
@ETCONpWORK
=====================
๐งแ 2016 แ.แ แจแ แแต แ แแต แฅแซแตแแแฃแธแ แจแแแ แแฎแแญแถแฝ แแซแจแ แจ7000 แฐแ แ แแญ แจแแญแ แ แแ แจแฐแจแฐแ แตแ แดแญแแแ แ แแ แฅแแ แ แ แตแญแ แซแแ แแแ แ แณแซแฝ แ แแฑ แแแข
โญ๏ธแจแถแตแต แขแแฎแ แฅแญ แ แแญ แฅแแฐแแจแญแต แจแแ แ แแ แญแ แฆแฒแดแญแจแ แ แ แแแแ แตแณแแณแญแต แฅแจแฐแแแฃ แฒแแ แแแฃแณแ แฒแ แแแ แฉแแจแญแตแฒแแ แจแฎแแแจแแต แแแจแ แแแตแจแ แจแแซแแ แตแแ แแฎแแญแต แแแข
@ETCONpWORK
๐17โค3๐ข2