74. If a bar is cranked at 45° on both ends for an effective of beam 'L' and depth 'd', the total length of the bar is considered to be _____.
Anonymous Quiz
5%
(a) L
39%
(b) L + 0.54 d
23%
(c) L + 0.84 d
33%
(d) L + 2d
👍9❤1
73. . The item of work which very difficult to measure or assess during its execution is technically termed as _____.
Anonymous Quiz
32%
(a) Miscellaneous item
26%
(b) Indeterminable item
35%
(c) Lump-sum item
6%
(d) Supplementary item
🥰8❤2
71. If aggregates completely pass through a sieve of size 70 mm and retained on a sieve size 60 mm, the particular aggregate will be flaky if its minimum dimension is less than _____.
Anonymous Quiz
18%
(a) 127 mm
29%
(b) 39 mm
21%
(c) 117 mm
33%
(d) 49 mm
🙏5❤2🎉1
65. R.L. of point 'A' is 50 m and R.L. of point 'B' is 46.655 m. The distance between AB is 150 m. The gradient of line AB is
Anonymous Quiz
20%
(a) 1 in 67.26 (Rising)
51%
(b) 1 in 44.84 (Falling)
17%
(c) 1 in 30.00 (Rising)
12%
(d) 1 in 30.00 (Falling)
❤8
63. If the reduced level of a benchmark is 101.00 m. The back sight reading is 1.215 m and the fore sight is 1.810 m, the reduced level of the forward station is
Anonymous Quiz
44%
100.405 m
30%
104.025 m
9%
104305 m
17%
99.605 m
👍7❤5
66. The process of mixing, transporting, placing and compacting concrete using Ordinary Portland cement should not take more than how much time?
Anonymous Quiz
65%
30 min
16%
40 min
13%
75 min
6%
none of the above
👏9❤2
64. Right of way is the summation of the width of ______.
Anonymous Quiz
21%
(a) carriage way and shoulder
66%
(b) carriage way, shoulder and road margins
7%
(c) carriage way and road margins
7%
(d) road margins and shoulder
👏10❤1
18. During plastic deformation, induced stress in the material is
Anonymous Quiz
22%
Greater than its proportional limit but lesser than lower yield strength
40%
Greater than its yield strength but lesser than its fracture strength
26%
Greater than its ultimate strength but lesser than its fracture strength
13%
Greater than its lower yield strength but lesser than upper yield strength
❤5
📌 What Is Traffic Engineering?
• A branch of civil engineering that deals with the safe, efficient movement of people and goods on roadways.
• Focuses on road design, traffic flow, signs & signals, and control systems.
• In Ethiopia, it's guided by ERA manuals and urban traffic policies.
📌 Core Objectives
• Balance mobility and safety for drivers, cyclists, and pedestrians.
• Minimize congestion, delays, accidents, and environmental impacts.
• Optimize intersection design, signal timing, and vehicle capacity.
📌 Key Elements of Traffic Engineering
• Traffic Flow: Measured using volume, speed, and density (fundamental diagram).
• Control Devices:
- Signs (regulatory, warning, guide)
- Signals (traffic lights)
- Markings (lanes, arrows, zebra crossings)
• Traffic Studies:
- Volume counts
- Speed studies
- Origin-destination surveys
- Parking & accident analysis
📌 Intersection & Signal Design
• Controlled using STOP/SLOW signs or traffic lights, based on flow volume.
• Signal timing must consider pedestrian crossing, peak hours, and turning movement.
• Ethiopia uses manuals from ERA and local authorities like AACRA for design specs.
📌 Challenges in Ethiopia
• Narrow roads, poor signage, and weak enforcement affect safety.
• High pedestrian volume in Addis Ababa requires integrated planning.
• Informal public transport (minibus taxis) causes unpredictable traffic flow.
@etconp
• A branch of civil engineering that deals with the safe, efficient movement of people and goods on roadways.
• Focuses on road design, traffic flow, signs & signals, and control systems.
• In Ethiopia, it's guided by ERA manuals and urban traffic policies.
📌 Core Objectives
• Balance mobility and safety for drivers, cyclists, and pedestrians.
• Minimize congestion, delays, accidents, and environmental impacts.
• Optimize intersection design, signal timing, and vehicle capacity.
📌 Key Elements of Traffic Engineering
• Traffic Flow: Measured using volume, speed, and density (fundamental diagram).
• Control Devices:
- Signs (regulatory, warning, guide)
- Signals (traffic lights)
- Markings (lanes, arrows, zebra crossings)
• Traffic Studies:
- Volume counts
- Speed studies
- Origin-destination surveys
- Parking & accident analysis
📌 Intersection & Signal Design
• Controlled using STOP/SLOW signs or traffic lights, based on flow volume.
• Signal timing must consider pedestrian crossing, peak hours, and turning movement.
• Ethiopia uses manuals from ERA and local authorities like AACRA for design specs.
📌 Challenges in Ethiopia
• Narrow roads, poor signage, and weak enforcement affect safety.
• High pedestrian volume in Addis Ababa requires integrated planning.
• Informal public transport (minibus taxis) causes unpredictable traffic flow.
@etconp
❤16🙏2
👉አስደሳች ዜና ለዚህ ቻናል ቤተሰቦች
💫የ "Quantity Surveying" Full Course በ ኦንላይን መማር የምትፈልጉ ተማሪዎች እና የ ኮንስትራክሽን ባለሞያዎች ኣንደኛ ዙር በተመጣጣኝ ዋጋ ለጥቂት ተማሪዎች ምዝገባ ጀምረናል❤
📩መመዝገብ የምትፈልጉ @Philemona7 ወይም ለበለጠ መረጃ በ 0925446661 ደውለው ያግኙን🙏
@etconp
💫የ "Quantity Surveying" Full Course በ ኦንላይን መማር የምትፈልጉ ተማሪዎች እና የ ኮንስትራክሽን ባለሞያዎች ኣንደኛ ዙር በተመጣጣኝ ዋጋ ለጥቂት ተማሪዎች ምዝገባ ጀምረናል❤
📩መመዝገብ የምትፈልጉ @Philemona7 ወይም ለበለጠ መረጃ በ 0925446661 ደውለው ያግኙን🙏
@etconp
🙏15❤4👌1
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👉የባርሴሎና ስታዲየም "ኑ ካምፕ" እየተካሄደለት ባለው መጠን ሰፊ ዕድሳት እና የማስፋፊያ ፕሮጀክት የሚይዘው የተመልካች ብዛት 105 ሺህ ይደርሳል።
💫በዚህ መጠን በስፔንም ሆነ በአውሮፖ ብዙ ተመልካችን በመያዝ ኑ ካምፕ ቀዳሚ ይሆናል።
@etconp
💫በዚህ መጠን በስፔንም ሆነ በአውሮፖ ብዙ ተመልካችን በመያዝ ኑ ካምፕ ቀዳሚ ይሆናል።
@etconp
❤8👍7👏4
Ethio Construction Engineering
"Purpose of Stirrups during construction?" 👇 @etconp
👉This image explains the "Purpose of Stirrups during construction?" in the context of reinforced concrete beams, specifically by illustrating two common types of failure in beams: Failure and Shear Failure. Stirrups are crucial for preventing the latter.
🏷Let's break down each part:
📜Overall Context:
⏺The image focuses on a beam supported by two columns, a common structural element in buildings.
⏺The text aims to explain why steel stirrups (small, closed loops of rebar) are incorporated into concrete beams.
🚧Part (a): Flexure Failure
* Illustration: Shows a beam bending significantly downwards in the middle, creating a curved shape.
* "Beam" is labeled, indicating the horizontal structural member.
* "Column" are the vertical supports at each end.
* The bottom face of the beam is depicted with a mesh-like pattern, and small vertical lines extend upwards, representing cracks.
* Description: "Bottom face stretches in tension and vertical cracks develop."
* When a beam is subjected to a load (e.g., from above), its top face is compressed (in compression), and its bottom face is stretched (in tension).
* Concrete is very strong in compression but weak in tension. Therefore, as the bottom face stretches, it cracks vertically.
* The "Flexure Failure" label highlights that this type of failure is due to bending moments.
* Relevance to Stirrups: While longitudinal (horizontal) rebar at the bottom of the beam is primarily designed to resist these tensile forces and prevent flexure failure, stirrups play a secondary role in maintaining the integrity of the concrete cover around this rebar, especially after significant cracking. However, their main purpose is not primarily for flexural strength.
🚧Part (b): Shear Failure
* Illustration: Shows a beam near one of its supporting columns.
* A prominent "Inclined crack" is visible, typically forming at an angle of approximately 45° to the beam's longitudinal axis. This crack starts near the column and propagates upwards and inwards.
* Description: "Shear Failure"
* Shear forces are concentrated near the supports of a beam. These forces tend to cause one part of the beam to slide past another.
* Concrete's weakness in tension also makes it susceptible to diagonal tension stresses caused by shear forces. When these stresses exceed the concrete's tensile strength, inclined cracks form.
* These inclined cracks are characteristic of shear failure and can lead to a sudden and brittle collapse of the beam if not properly reinforced.
⭐️Purpose of Stirrups (Implicit in the explanation):
* The smaller diagram on the left shows a multi-story building frame with a highlighted area indicating a beam-column joint. An arrow points to the beam, suggesting that the integrity of these connections is crucial.
* Stirrups (also known as shear reinforcement or ties) are typically vertical or U-shaped closed loops of rebar placed perpendicularly to the main longitudinal rebar within the concrete beam.
* Their primary purpose is to resist the diagonal tension stresses that cause shear cracks. They "tie" the concrete together, preventing the inclined cracks from widening and leading to failure.
⏺By providing a tension resistance in the direction perpendicular to the inclined crack, stirrups help the beam withstand shear forces.
* Without adequate stirrups, shear failure can be sudden and catastrophic, making them essential for the safety and ductility of reinforced concrete structures.
📜In summary, the image effectively conveys that while longitudinal rebar addresses flexural (bending) stresses, it is the stirrups that are critical for resisting shear stresses and preventing brittle shear failure in concrete beams, particularly near their supports where shear forces are highest.
@etconp
🏷Let's break down each part:
📜Overall Context:
⏺The image focuses on a beam supported by two columns, a common structural element in buildings.
⏺The text aims to explain why steel stirrups (small, closed loops of rebar) are incorporated into concrete beams.
🚧Part (a): Flexure Failure
* Illustration: Shows a beam bending significantly downwards in the middle, creating a curved shape.
* "Beam" is labeled, indicating the horizontal structural member.
* "Column" are the vertical supports at each end.
* The bottom face of the beam is depicted with a mesh-like pattern, and small vertical lines extend upwards, representing cracks.
* Description: "Bottom face stretches in tension and vertical cracks develop."
* When a beam is subjected to a load (e.g., from above), its top face is compressed (in compression), and its bottom face is stretched (in tension).
* Concrete is very strong in compression but weak in tension. Therefore, as the bottom face stretches, it cracks vertically.
* The "Flexure Failure" label highlights that this type of failure is due to bending moments.
* Relevance to Stirrups: While longitudinal (horizontal) rebar at the bottom of the beam is primarily designed to resist these tensile forces and prevent flexure failure, stirrups play a secondary role in maintaining the integrity of the concrete cover around this rebar, especially after significant cracking. However, their main purpose is not primarily for flexural strength.
🚧Part (b): Shear Failure
* Illustration: Shows a beam near one of its supporting columns.
* A prominent "Inclined crack" is visible, typically forming at an angle of approximately 45° to the beam's longitudinal axis. This crack starts near the column and propagates upwards and inwards.
* Description: "Shear Failure"
* Shear forces are concentrated near the supports of a beam. These forces tend to cause one part of the beam to slide past another.
* Concrete's weakness in tension also makes it susceptible to diagonal tension stresses caused by shear forces. When these stresses exceed the concrete's tensile strength, inclined cracks form.
* These inclined cracks are characteristic of shear failure and can lead to a sudden and brittle collapse of the beam if not properly reinforced.
⭐️Purpose of Stirrups (Implicit in the explanation):
* The smaller diagram on the left shows a multi-story building frame with a highlighted area indicating a beam-column joint. An arrow points to the beam, suggesting that the integrity of these connections is crucial.
* Stirrups (also known as shear reinforcement or ties) are typically vertical or U-shaped closed loops of rebar placed perpendicularly to the main longitudinal rebar within the concrete beam.
* Their primary purpose is to resist the diagonal tension stresses that cause shear cracks. They "tie" the concrete together, preventing the inclined cracks from widening and leading to failure.
⏺By providing a tension resistance in the direction perpendicular to the inclined crack, stirrups help the beam withstand shear forces.
* Without adequate stirrups, shear failure can be sudden and catastrophic, making them essential for the safety and ductility of reinforced concrete structures.
📜In summary, the image effectively conveys that while longitudinal rebar addresses flexural (bending) stresses, it is the stirrups that are critical for resisting shear stresses and preventing brittle shear failure in concrete beams, particularly near their supports where shear forces are highest.
@etconp
❤18
👉የብረት ሥራ (rebar work) ላይ ማወቅ ካሉባችሁ ነገሮች በጥቂቱ
💫Main bars በዋናነት የሚመጣውን ቴንሳይል ስትረስ የሚሸከሙ ሲሆን
Distribution bars ደግሞ main bar' ኦችን በቦታቸው አስሮ መያዝ እና ስንጥቅን(crack) መከላከል ነዉ እናም ሳይዛቸው ከmain bars ያንሳል::
✅Negative bars ደግሞ slab/beam ላይ የሚመጣውን negative bending moment እንዲሸከሙ የሚገቡ ናቸው::
⏺የሚገቡትም support ላይ ነዉ:: ለ slab እና ለ beam ከላይ (Top) ሲሆን ለ mat slab ደግሞ ከስር (bottom) ላይ ነዉ ሚቀመጡት::
✳️ሌላኛው ነገር top ብረት span ላይ bottom ብረት ደግሞ support ላይ lap ያደርጋሉ::
✳️Lap length ለvertical member (ልክ እንደ column እና shear wall) 50*D (diameter of bar) እና ለhorizontal member (slab እና beam) ደግሞ 40*D (diameter of bar) ነዉ::
🏷ጠቃሚ ሆኖ ካገኙት share ያድርጉ 👇
https://t.me/ETCONpWORK
@etconp
💫Main bars በዋናነት የሚመጣውን ቴንሳይል ስትረስ የሚሸከሙ ሲሆን
Distribution bars ደግሞ main bar' ኦችን በቦታቸው አስሮ መያዝ እና ስንጥቅን(crack) መከላከል ነዉ እናም ሳይዛቸው ከmain bars ያንሳል::
✅Negative bars ደግሞ slab/beam ላይ የሚመጣውን negative bending moment እንዲሸከሙ የሚገቡ ናቸው::
⏺የሚገቡትም support ላይ ነዉ:: ለ slab እና ለ beam ከላይ (Top) ሲሆን ለ mat slab ደግሞ ከስር (bottom) ላይ ነዉ ሚቀመጡት::
✳️ሌላኛው ነገር top ብረት span ላይ bottom ብረት ደግሞ support ላይ lap ያደርጋሉ::
✳️Lap length ለvertical member (ልክ እንደ column እና shear wall) 50*D (diameter of bar) እና ለhorizontal member (slab እና beam) ደግሞ 40*D (diameter of bar) ነዉ::
🏷ጠቃሚ ሆኖ ካገኙት share ያድርጉ 👇
https://t.me/ETCONpWORK
@etconp
Telegram
Ethiopian Construction Vacancy & Tender
Ethiopian Construction Vacancy & Tender
Daily updates on construction Engineering Works, job vacancies, tenders,News,Technology and bid announcements in Ethiopia & World
Buy ads: https://telega.io/c/ETCONpWORK
📩 @Philemona7
Daily updates on construction Engineering Works, job vacancies, tenders,News,Technology and bid announcements in Ethiopia & World
Buy ads: https://telega.io/c/ETCONpWORK
📩 @Philemona7
❤26👍2
Ethio Construction Engineering
👉Program Evaluation and Review Technique (PERT) 🔍 What is PERT? ⏺The Program Evaluation and Review Technique (PERT) is a project scheduling method that helps managers handle uncertainty in estimating task durations. ⏺It was developed by the U.S. Navy in…
👉ከባለፈው የቀጠለ
⭐️Line of Balance (LOB):
⏺Imagine you’re building a 20story hotel, and every floor needs the same work: plumbing, electrical, drywall, painting, etc. Now, if all your teams (electricians, plumbers, painters) are moving at different speeds or bunching up on the same floors—chaos!
⏺Line of Balance helps you avoid that by creating a flow of work across the floors (or units). It’s like setting up a schedule for each crew to move from one floor to the next at a steady pace—without stepping on each other’s toes.
💫What it looks like:
✅You use a graph where the X-axis is time and the Y-axis is floor or unit number.
✅Each trade's progress is drawn as a line, and if the lines don’t intersect or overlap, you're golden.
✅If one team is faster or slower than the others, the lines cross—meaning delays or conflicts.
💫Why it’s useful:
🌟Keeps trades moving efficiently.
🌟Cuts down waiting time and site crowding.
🌟Great for repetitive work—like sections in transport,communication and electric lines,floors in a tower or units in a housing complex.
🔰Critical Chain Method (CCM):
⏺It’s like building with real-life delays in mind We all know that in construction, things rarely go exactly as planned. Weather, labor issues, or materials arriving late can throw off even the best schedule.
⏺The Critical Chain Method helps deal with this by focusing not just on the order of tasks, but also on resource availability and realistic buffers—time cushions built into the plan.
🏷how it works
✅First, plan out your project like normal (the critical path).
✅Then, check for resource overallocation —like needing the same crew on two tasks at once.
✅Rearrange things to avoid overloading anyone. This gives you your “critical chain.”
✅Then, strip out the extra padding people normally add to each task.
✅Instead, add buffer time at the end or between task groups to absorb delays where it matters most.
💫Why it's useful:
🌟Prevents workers from being pulled in too many directions.
🌟Stops people from “padding” their tasks with unnecessary time.
🌟Helps you monitor how delays affect the overall schedule—you track buffer usage, not just deadlines.
@etconp
⭐️Line of Balance (LOB):
⏺Imagine you’re building a 20story hotel, and every floor needs the same work: plumbing, electrical, drywall, painting, etc. Now, if all your teams (electricians, plumbers, painters) are moving at different speeds or bunching up on the same floors—chaos!
⏺Line of Balance helps you avoid that by creating a flow of work across the floors (or units). It’s like setting up a schedule for each crew to move from one floor to the next at a steady pace—without stepping on each other’s toes.
💫What it looks like:
✅You use a graph where the X-axis is time and the Y-axis is floor or unit number.
✅Each trade's progress is drawn as a line, and if the lines don’t intersect or overlap, you're golden.
✅If one team is faster or slower than the others, the lines cross—meaning delays or conflicts.
💫Why it’s useful:
🌟Keeps trades moving efficiently.
🌟Cuts down waiting time and site crowding.
🌟Great for repetitive work—like sections in transport,communication and electric lines,floors in a tower or units in a housing complex.
🔰Critical Chain Method (CCM):
⏺It’s like building with real-life delays in mind We all know that in construction, things rarely go exactly as planned. Weather, labor issues, or materials arriving late can throw off even the best schedule.
⏺The Critical Chain Method helps deal with this by focusing not just on the order of tasks, but also on resource availability and realistic buffers—time cushions built into the plan.
🏷how it works
✅First, plan out your project like normal (the critical path).
✅Then, check for resource overallocation —like needing the same crew on two tasks at once.
✅Rearrange things to avoid overloading anyone. This gives you your “critical chain.”
✅Then, strip out the extra padding people normally add to each task.
✅Instead, add buffer time at the end or between task groups to absorb delays where it matters most.
💫Why it's useful:
🌟Prevents workers from being pulled in too many directions.
🌟Stops people from “padding” their tasks with unnecessary time.
🌟Helps you monitor how delays affect the overall schedule—you track buffer usage, not just deadlines.
@etconp
❤14
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👉Statically Determinate vs Indeterminate Structures
📌 Statically Determinate Structures
• A structure is statically determinate if all internal forces and reactions can be found using only the three equations of equilibrium.
• These structures are simpler to analyze and often used for small spans or basic bridges.
• They become unstable if any member or support is removed.
• Common examples include simply supported beams and pin-jointed trusses.
• In Ethiopia, rural pedestrian bridges often use determinate truss systems for easy maintenance.
📌 Statically Indeterminate Structures
• A structure is statically indeterminate if the equilibrium equations are not enough to find all internal forces.
• These require additional compatibility conditions and material properties for analysis.
• They provide better performance in terms of load redistribution and stiffness.
• Examples include continuous beams, fixed-end frames, and rigid multi-story frames.
• ERA and EBCS recommend indeterminate designs for urban flyovers and seismic-prone buildings in Addis Ababa.
📌 Key Differences
• Determinate: Easier to analyze and cheaper to build but less safe under unexpected loads.
• Indeterminate: Harder to analyze but stronger, stiffer and safer under variable conditions.
• Design choice depends on safety, economy and expected structural behavior.
📌 How to Classify a Structure as Determinate or Indeterminate
1. Count the Unknowns (Reactions + Internal Forces)
• Identify all support reactions and internal forces (like axial force, shear, and moment).
• External reactions depend on support types:
🧱 Hinge = 2 reactions, Roller = 1 reaction, Fixed = 3 reactions.
2. Apply the Equilibrium Equations
• In 2D structures:
ΣFx = 0 ΣFy = 0 ΣM = 0 (Only 3 equations total)
• In 3D structures:
ΣFx = 0 ΣFy = 0 ΣFz = 0 ΣMx = 0 ΣMy = 0 ΣMz = 0 (6 equations total)
3. Compare the Number of Equations and Unknowns
• If the number of unknowns = number of equations → Statically Determinate
• If unknowns > equations → Statically Indeterminate
• If unknowns < equations → Unstable (Mechanism)
4. Special Case for Trusses
• Use: m + r = 2j
🧰 m = members, r = reactions, j = joints
• If the equation balances → Determinate Truss
• If left side > right side → Indeterminate
• If left side < right side → Unstable Truss
@etconp
📌 Statically Determinate Structures
• A structure is statically determinate if all internal forces and reactions can be found using only the three equations of equilibrium.
• These structures are simpler to analyze and often used for small spans or basic bridges.
• They become unstable if any member or support is removed.
• Common examples include simply supported beams and pin-jointed trusses.
• In Ethiopia, rural pedestrian bridges often use determinate truss systems for easy maintenance.
📌 Statically Indeterminate Structures
• A structure is statically indeterminate if the equilibrium equations are not enough to find all internal forces.
• These require additional compatibility conditions and material properties for analysis.
• They provide better performance in terms of load redistribution and stiffness.
• Examples include continuous beams, fixed-end frames, and rigid multi-story frames.
• ERA and EBCS recommend indeterminate designs for urban flyovers and seismic-prone buildings in Addis Ababa.
📌 Key Differences
• Determinate: Easier to analyze and cheaper to build but less safe under unexpected loads.
• Indeterminate: Harder to analyze but stronger, stiffer and safer under variable conditions.
• Design choice depends on safety, economy and expected structural behavior.
📌 How to Classify a Structure as Determinate or Indeterminate
1. Count the Unknowns (Reactions + Internal Forces)
• Identify all support reactions and internal forces (like axial force, shear, and moment).
• External reactions depend on support types:
🧱 Hinge = 2 reactions, Roller = 1 reaction, Fixed = 3 reactions.
2. Apply the Equilibrium Equations
• In 2D structures:
ΣFx = 0 ΣFy = 0 ΣM = 0 (Only 3 equations total)
• In 3D structures:
ΣFx = 0 ΣFy = 0 ΣFz = 0 ΣMx = 0 ΣMy = 0 ΣMz = 0 (6 equations total)
3. Compare the Number of Equations and Unknowns
• If the number of unknowns = number of equations → Statically Determinate
• If unknowns > equations → Statically Indeterminate
• If unknowns < equations → Unstable (Mechanism)
4. Special Case for Trusses
• Use: m + r = 2j
🧰 m = members, r = reactions, j = joints
• If the equation balances → Determinate Truss
• If left side > right side → Indeterminate
• If left side < right side → Unstable Truss
@etconp
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👉 INTERCON Construction Chemicals
● Concrete Admixtures
● Bonding Agents
● Waterproofings
● Wall Putty, Prime Coat
● Concrete Repair Mortar
● Floor hardener, Epoxy
● Grout, Self-level mortar
● Quartz paint, Contextra
● Tile Adhesive & Tile Joint Fillers
● Geotextiles and other construction chemicals and materials
Tel: 0961955555
Address: Signal, around signal mall
● Concrete Admixtures
● Bonding Agents
● Waterproofings
● Wall Putty, Prime Coat
● Concrete Repair Mortar
● Floor hardener, Epoxy
● Grout, Self-level mortar
● Quartz paint, Contextra
● Tile Adhesive & Tile Joint Fillers
● Geotextiles and other construction chemicals and materials
Tel: 0961955555
Address: Signal, around signal mall
❤2
Federal Government Owned Enterprises_1070_2017.pdf
3 MB
👉የፌደራል መንግስት የልማት ድርጅቶችን የግዥ አፈፃፀም መመሪያ (1070/2017)
🚨ገንዘብ ሚኒስቴር በፌደራል መንግስት ባቤትነት የተያዙ የመንግስት የልማት ድርጅቶችን የግዥ መመሪያ ዛሬ ይፋ አድርጓል።
🚨ይህ የግዥ መመሪያ (1070/2017) ከዚህ ቀደም የመንግሥት የልማት ድርጅቶች በዳይሬክተሮች ቦርድ በማጸደቅ ሲጠቀሙበት የነበረው የግዥ አፈጻጸም መመሪያ የተለያዩ ክፍተቶች ያለበት ከመሆኑም በተጨማሪ የተለያየ ይዘት ያለው በመሆኑ ድርጅቶቹ የተሻሻለ እና ወጥ የሆነ የግዥ አፈጻጸም መመሪያ እንዲኖራቸው ለማድረግ የተዘጋጀ መሆኑን በመግቢያው ላይ ተገልጿል።
🚨በዚህ ዓመት አዲሱ የፌደራል መንግስት ግዥ እና ንብረት አስተዳደር አዋጅ 1333/2016 ይፋ ከሆነ በኋላ ይህ የፌደራል ልማት ድርጅቶች የግዥ መመሪያ አዋጁን መሰረት አድርጎ የወጣ ሶስተኛው የግዥ አፈጻጸም መመሪያ ነው።
👆የግዥ መመሪያውን አያይዘንላችኋል!
@etconp
🚨ገንዘብ ሚኒስቴር በፌደራል መንግስት ባቤትነት የተያዙ የመንግስት የልማት ድርጅቶችን የግዥ መመሪያ ዛሬ ይፋ አድርጓል።
🚨ይህ የግዥ መመሪያ (1070/2017) ከዚህ ቀደም የመንግሥት የልማት ድርጅቶች በዳይሬክተሮች ቦርድ በማጸደቅ ሲጠቀሙበት የነበረው የግዥ አፈጻጸም መመሪያ የተለያዩ ክፍተቶች ያለበት ከመሆኑም በተጨማሪ የተለያየ ይዘት ያለው በመሆኑ ድርጅቶቹ የተሻሻለ እና ወጥ የሆነ የግዥ አፈጻጸም መመሪያ እንዲኖራቸው ለማድረግ የተዘጋጀ መሆኑን በመግቢያው ላይ ተገልጿል።
🚨በዚህ ዓመት አዲሱ የፌደራል መንግስት ግዥ እና ንብረት አስተዳደር አዋጅ 1333/2016 ይፋ ከሆነ በኋላ ይህ የፌደራል ልማት ድርጅቶች የግዥ መመሪያ አዋጁን መሰረት አድርጎ የወጣ ሶስተኛው የግዥ አፈጻጸም መመሪያ ነው።
👆የግዥ መመሪያውን አያይዘንላችኋል!
@etconp
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