๐Setleel reinforcements Rebar current price
๐น๐ท Turkey Rebar Price per Berga
Bar 8mm=822 Birr
Bar 10mm=1,283 Birr
Bar 12mm=1,849 Birr
Bar 14mm=2,519 Birr
Bar 16mm=3,289 Birr
Bar 20mm=5,188 Birr
Bar 24mm=note available
Bar 32mm=14,625 Birr
๐ช๐น Local Rebar Price per Berga
Bar 8mm=758 Birr
Bar 10mm=1,184 Birr
Bar 12mm=1,705 Birr
Bar 14mm=2,323 Birr
Bar 16mm=3,033 Birr
Bar 20mm=4,744 Birr
Bar 24mm=7,670 Birr
Bar 32mm=13,869 Birr
May 23/2025
@etconp
๐น๐ท Turkey Rebar Price per Berga
Bar 8mm=822 Birr
Bar 10mm=1,283 Birr
Bar 12mm=1,849 Birr
Bar 14mm=2,519 Birr
Bar 16mm=3,289 Birr
Bar 20mm=5,188 Birr
Bar 24mm=note available
Bar 32mm=14,625 Birr
๐ช๐น Local Rebar Price per Berga
Bar 8mm=758 Birr
Bar 10mm=1,184 Birr
Bar 12mm=1,705 Birr
Bar 14mm=2,323 Birr
Bar 16mm=3,033 Birr
Bar 20mm=4,744 Birr
Bar 24mm=7,670 Birr
Bar 32mm=13,869 Birr
May 23/2025
@etconp
๐27โค4
Ethio Construction Engineering
๐What Is A prime coat ๐งIt is a thin layer of low-viscosity bituminous material applied to a non-bituminous granular base course (e.g., crushed stone or gravel) in road construction before laying the asphalt surface layer. Its primary purpose is to prepareโฆ
๐The difference between a prime coat and a tack coat lies in their purpose, application, and function in asphalt pavement construction:
๐ซ1. Prime Coat
- Purpose: Applied to prepare and stabilize the base course (usually granular or soil) before laying the asphalt layer. It enhances adhesion between the base and the asphalt, prevents dust, and protects the base from moisture.
- Material: Typically a low-viscosity liquid asphalt (e.g., cutback asphalt or emulsified asphalt).
- Application: Sprayed directly onto the compacted base course, penetrating the surface to bind loose particles and create a waterproof layer.
- Location: Between the base course and the first asphalt layer.
- Key Function: Improves bonding, seals the base, and provides a stable platform for the asphalt layer.
๐ซ2. Tack Coat
- Purpose: Applied to ensure a strong bond between layers of asphalt (e.g., between an existing pavement and a new asphalt overlay or between asphalt layers). It prevents slippage and delamination.
- Material: Usually an asphalt emulsion or diluted asphalt binder.
- Application: Sprayed in a thin layer on an existing asphalt or concrete surface before placing a new asphalt layer.
- Location: Between two asphalt layers or between an existing pavement and a new asphalt layer.
- Key Function: Promotes adhesion to prevent sliding or separation of asphalt layers.
๐งSummary
- Prime Coat: Prepares the base course for the first asphalt layer, focusing on base stabilization and moisture protection.
- Tack Coat: Bonds asphalt layers together, ensuring structural integrity and preventing layer separation.
@etconp
๐ซ1. Prime Coat
- Purpose: Applied to prepare and stabilize the base course (usually granular or soil) before laying the asphalt layer. It enhances adhesion between the base and the asphalt, prevents dust, and protects the base from moisture.
- Material: Typically a low-viscosity liquid asphalt (e.g., cutback asphalt or emulsified asphalt).
- Application: Sprayed directly onto the compacted base course, penetrating the surface to bind loose particles and create a waterproof layer.
- Location: Between the base course and the first asphalt layer.
- Key Function: Improves bonding, seals the base, and provides a stable platform for the asphalt layer.
๐ซ2. Tack Coat
- Purpose: Applied to ensure a strong bond between layers of asphalt (e.g., between an existing pavement and a new asphalt overlay or between asphalt layers). It prevents slippage and delamination.
- Material: Usually an asphalt emulsion or diluted asphalt binder.
- Application: Sprayed in a thin layer on an existing asphalt or concrete surface before placing a new asphalt layer.
- Location: Between two asphalt layers or between an existing pavement and a new asphalt layer.
- Key Function: Promotes adhesion to prevent sliding or separation of asphalt layers.
๐งSummary
- Prime Coat: Prepares the base course for the first asphalt layer, focusing on base stabilization and moisture protection.
- Tack Coat: Bonds asphalt layers together, ensuring structural integrity and preventing layer separation.
@etconp
๐16โค5
Practice-drawing-ebook.pdf
8.1 MB
๐แ
แตแ แซแแแน แแ
แแ
๐AutoCAD practice drawings with PDF eBook
https://t.me/ETCONpWORK
@etconp
๐AutoCAD practice drawings with PDF eBook
https://t.me/ETCONpWORK
@etconp
๐23๐7๐1
๐แจแซแคแ แ แแฎแแแ แแจแแซ แแแฃแณ แแฐแต 90 แ แแถ แแตแจแฑ แณแแแกแก
๐งแจแแแฃแณ แแฐแฑแ แแช แฅแซแแฝแ แ แ แญแญ แแ แ แแ แแแ แ แแ แแแต แแจแจแป แแญ แ แแฎแแแ แแจแแซแแ แฅแซ แแแตแแแญ แฅแจแฐแ แซ แแแข
@etconp
๐งแจแแแฃแณ แแฐแฑแ แแช แฅแซแแฝแ แ แ แญแญ แแ แ แแ แแแ แ แแ แแแต แแจแจแป แแญ แ แแฎแแแ แแจแแซแแ แฅแซ แแแตแแแญ แฅแจแฐแ แซ แแแข
@etconp
๐7โค2
แณแแซแต แแแต แฅแ แแฆแแต แ แ
แซแข
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โง แแแ แ แ แแต แฆแณ แแแแ แ แญแฅ
โง แแตแญแซแฝแ แตแซแฝแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
โง แญแฐแแแแ แซแแญแฉแ
0904040477
0994941708
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โง แแแ แ แ แแต แฆแณ แแแแ แ แญแฅ
โง แแตแญแซแฝแ แตแซแฝแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
โง แญแฐแแแแ แซแแญแฉแ
0904040477
0994941708
๐6โค2
๐A Universal Testing Machine (UTM) is a type of equipment used to test the mechanical properties of materials, such as:
1. Tensile strength
2. Compressive strength
3. Flexural strength
4. Shear strength
UTMs apply controlled forces to materials, allowing for precise measurements and analysis.
Common applications include:
1. Material research and development
2. Quality control
3. Product testing
4. Failure analysis
UTMs are widely used in various industries, including:
1. Aerospace
2. Automotive
3. Construction
4. Manufacturing
Would you like to know more about UTMs or material testing?
@etconp
1. Tensile strength
2. Compressive strength
3. Flexural strength
4. Shear strength
UTMs apply controlled forces to materials, allowing for precise measurements and analysis.
Common applications include:
1. Material research and development
2. Quality control
3. Product testing
4. Failure analysis
UTMs are widely used in various industries, including:
1. Aerospace
2. Automotive
3. Construction
4. Manufacturing
Would you like to know more about UTMs or material testing?
@etconp
๐15
๐Understanding Final Accounts in Construction Contracts
๐ซA final account is a critical component of construction contracts, representing the culmination of the contract sum and incorporating all necessary adjustments.
โบIt signifies the agreed amount that the Employer will pay the Contractor for the completed works.
๐งPreparing for Final Accounts
The preparation of the final account occurs throughout the contract period. Financial statements prepared by the quantity surveyor will generally serve as the starting point for final account discussions. The professional quantity surveyor (PQS) should ensure that all contract instructions have been accounted for and that all other potential cost-related items are scheduled.
โญ๏ธKey Components of Final Accounts
A final account typically includes:
* *Variable Costs*: Sums included within the contract sum that may be subject to change, such as provisional sums, approximate quantities, prime cost sums, and daywork allowances.
* *Variations*: Changes to the contract specifications or drawings, including additions, omissions, or modifications.
* *Loss and Expense*: Claims for loss and expense associated with extensions of time, including costs incurred due to delays or disruptions.
* *Fluctuations*: Financial adjustments made to the original contract prices to compensate for changes in pricing levels at a macro-economic level.
* *Risk Allowances*: Allowances for risks that may affect the project, including risks fully owned by the employer, risks owned and bought by the contractor, and transparent variable risk allowances.
*Final Account Meetings and Procedures*
The final account meetings are generally held between the contractor and the quantity surveyor, although it is not unusual for the project manager, the designer, or a representative from the employer to also attend. The meeting is an opportunity to exchange information and present methodologies for valuation of each variation in accordance with the contract.
*Statement of Final Accounts*
The statement of final account should include the following information:
* *Adjustment of Provisional Sums*: Any adjustments to provisional sums, including those that have been expended or omitted.
* *Adjustment of Prime Cost Sums*: Any adjustments to prime cost sums, including those that have been expended or omitted.
* *Adjustment of Provisional Quantities*: Any adjustments to provisional quantities, including those that have been remeasured or omitted.
* *Contract Instructions*: Any contract instructions that have been issued, including those that have been completed or omitted.
* *Anticipated Instructions*: Any anticipated instructions that have not yet been issued.
* *Fluctuations*: Any fluctuations that have been calculated, including those that have been added or deducted from the contract sum.
* *Loss and/or Expense*: Any loss and/or expense that has been claimed, including those that have been agreed or disputed.
*Timescales and Contractual Requirements*
The timescales for the agreement of the final account vary from contract to contract, with some being very prescriptive and others less so. The standard JCT contract, for example, states that the final account should be ascertained no later than 3 months after receipt by the architect/contract administrator of information supplied by the contractor.
*Best Practices for Final Accounts*
To ensure a smooth and successful final account process, parties should follow best practices, including:
* *Maintaining Accurate Records*: Maintaining accurate and detailed records of all variations, claims, and other contractual entitlements.
* *Regular Progress Meetings*: Holding regular progress meetings to discuss and agree on the project's financial status.
* *Collaborative Approach*: Adopting a collaborative approach to resolving disputes and claims, rather than relying on formal dispute resolution procedures.
@etconp
๐ซA final account is a critical component of construction contracts, representing the culmination of the contract sum and incorporating all necessary adjustments.
โบIt signifies the agreed amount that the Employer will pay the Contractor for the completed works.
๐งPreparing for Final Accounts
The preparation of the final account occurs throughout the contract period. Financial statements prepared by the quantity surveyor will generally serve as the starting point for final account discussions. The professional quantity surveyor (PQS) should ensure that all contract instructions have been accounted for and that all other potential cost-related items are scheduled.
โญ๏ธKey Components of Final Accounts
A final account typically includes:
* *Variable Costs*: Sums included within the contract sum that may be subject to change, such as provisional sums, approximate quantities, prime cost sums, and daywork allowances.
* *Variations*: Changes to the contract specifications or drawings, including additions, omissions, or modifications.
* *Loss and Expense*: Claims for loss and expense associated with extensions of time, including costs incurred due to delays or disruptions.
* *Fluctuations*: Financial adjustments made to the original contract prices to compensate for changes in pricing levels at a macro-economic level.
* *Risk Allowances*: Allowances for risks that may affect the project, including risks fully owned by the employer, risks owned and bought by the contractor, and transparent variable risk allowances.
*Final Account Meetings and Procedures*
The final account meetings are generally held between the contractor and the quantity surveyor, although it is not unusual for the project manager, the designer, or a representative from the employer to also attend. The meeting is an opportunity to exchange information and present methodologies for valuation of each variation in accordance with the contract.
*Statement of Final Accounts*
The statement of final account should include the following information:
* *Adjustment of Provisional Sums*: Any adjustments to provisional sums, including those that have been expended or omitted.
* *Adjustment of Prime Cost Sums*: Any adjustments to prime cost sums, including those that have been expended or omitted.
* *Adjustment of Provisional Quantities*: Any adjustments to provisional quantities, including those that have been remeasured or omitted.
* *Contract Instructions*: Any contract instructions that have been issued, including those that have been completed or omitted.
* *Anticipated Instructions*: Any anticipated instructions that have not yet been issued.
* *Fluctuations*: Any fluctuations that have been calculated, including those that have been added or deducted from the contract sum.
* *Loss and/or Expense*: Any loss and/or expense that has been claimed, including those that have been agreed or disputed.
*Timescales and Contractual Requirements*
The timescales for the agreement of the final account vary from contract to contract, with some being very prescriptive and others less so. The standard JCT contract, for example, states that the final account should be ascertained no later than 3 months after receipt by the architect/contract administrator of information supplied by the contractor.
*Best Practices for Final Accounts*
To ensure a smooth and successful final account process, parties should follow best practices, including:
* *Maintaining Accurate Records*: Maintaining accurate and detailed records of all variations, claims, and other contractual entitlements.
* *Regular Progress Meetings*: Holding regular progress meetings to discuss and agree on the project's financial status.
* *Collaborative Approach*: Adopting a collaborative approach to resolving disputes and claims, rather than relying on formal dispute resolution procedures.
@etconp
๐14โค8๐ฅ1
๐แจแคแถแฝ แจแแแฃแณ แแ แแแต แ แแ แจแฅ (แ แจแฉแฅ แแแฑ แแปแปแ แญแฝแแ)
๐งแ แ .แ . แจแคแถแฝ แแแต แแ แแแต แแฐแจแตแ G+9 - G+21 แซแ แคแถแฝ 35,000 แฅแญ แ แซแฌ แญแแแณแแข
โบแญแ แ แจแแฌแต แแ แแญแ แจแแ แแ แ แ แญแจแแญแ::
๐ซแ แแ แ แแแต แ แฃแ 1 แแแณ 72 แซแฌ แณแตแฆ 2.5 แแแฌแ แฅแญ แญแแแ แแแต แแ::
@etconp
๐งแ แ .แ . แจแคแถแฝ แแแต แแ แแแต แแฐแจแตแ G+9 - G+21 แซแ แคแถแฝ 35,000 แฅแญ แ แซแฌ แญแแแณแแข
โบแญแ แ แจแแฌแต แแ แแญแ แจแแ แแ แ แ แญแจแแญแ::
๐ซแ แแ แ แแแต แ แฃแ 1 แแแณ 72 แซแฌ แณแตแฆ 2.5 แแแฌแ แฅแญ แญแแแ แแแต แแ::
@etconp
๐7โค5
๐แฅแแฐ Airports Council International แแจแ แจแแแฆ แ 2024 แ.แ แฅแป แ แแแ แ แแ 9.5 แขแแฎแ แแแแฐแแฝ แ แ แจแญ แตแซแแตแแญแต แจแฆแณ แแฐ แฆแณ แแแแแธแแ แญแ แแแแข แญแ
แแ แ แจ2021 แจแแ แจแ แ 5 แขแแจแ แญแแช แ แณแญแทแแข
แ แ แแแฝแ แจแแแ แแแ แคแญแแญแถแฝ แแซแจแ แ แ แแต แฅแ แแแแฐแแฝแ แ แแตแฐแแแต แแณแ แจแแแ แจแ แตแแแต แคแญแแญแต แแแข แญแ แคแญแแญแต แ 2024 แฅแป 108 แแแฎแ แแแแฐแแฝ แฐแแฅแ แ แตแฐแแแทแแข
แแแแต 25 แ แแณแต แฅแ แแแแฐแแฝแ แ แแตแฐแแแต แจแแณแแแน แฐแญแณ แจแแแแ แฅแแแณ แคแญแแญแต the most busiest airport in the world แ แแ แญแ แแณแแข
แ แแแฐแแแต แจแแแแแ แ แ แแต 92 แแแฎแ แแแแฐแแฝแ แซแตแฐแแแฐแ แฑแฃแญ แคแญแแญแต แ แ แแฎแแฃ แแซแจแแแ แแตแซแ แ แ แฅแตแซ แ แ แแญ แแซแจแ แแแแฑ แฐแแแแแฑแ แฅแแฒแจแแญ แ แตแญแแณแแข
แ แแแ แแฆ แณแแต (88 แ)แฃ แถแชแฎ (86 แ) แฅแ แแแฐแ (84 แ) แฐแจแณแญ แฒแแ แดแแจแญ (83 แ) แฃ แขแตแณแแกแ (80 แ)แฃ แบแซแ (80 แ) แแแดแญแ (78แ) แฅแ แปแแแญ (77 แ) แฅแตแจ 10แ แฐแจแแ แญแแแแข
แฅแแแ แฅแตแจ 10แ แฐแจแแ แจแซแ แคแญแแญแถแฝ แ แ แแตแแต แ 2024 แซแตแฐแแแฑแต แจแแแแฐแแฝ แฅแแต 855 แแแฎแ แจแแฐแญแต แฒแแแฃ แญแ แแ แ แแ แ แจแแถ แจแแแแแ แจแ แแแฝแแ แแแแฐแแฝ แแ แ แญแญแแแข
แฅ.แค.แ แจ2019 แฅแตแจ 2024 แ.แ แฃแแต แ แแณแต แแแดแญแ 28แ แฐแจแ แแฐ 7แ แฐแจแ แแ แฃ แฝแแแข แ 2024 แแแดแญแ 78 แแแฎแ แแแแฐแแฝแ แฐแแฅแแแข
แจแ แฒแต แ แ แฃ แคแญแแญแต แแแแฐแแฝ แจแแแ แ แ แ แ 22 แแแฎแ แจแแฐแญแต แฒแแแฃ แ แฐแฅแจแแญแต แจแแแแฃแ แคแญแแญแต แแฐ แฅแซ แฒแแฃ 60 แแแฎแ แแแแแฝ แจแแแ แ แ แ แ แญแแจแแแข
@etconp
แ แ แแแฝแ แจแแแ แแแ แคแญแแญแถแฝ แแซแจแ แ แ แแต แฅแ แแแแฐแแฝแ แ แแตแฐแแแต แแณแ แจแแแ แจแ แตแแแต แคแญแแญแต แแแข แญแ แคแญแแญแต แ 2024 แฅแป 108 แแแฎแ แแแแฐแแฝ แฐแแฅแ แ แตแฐแแแทแแข
แแแแต 25 แ แแณแต แฅแ แแแแฐแแฝแ แ แแตแฐแแแต แจแแณแแแน แฐแญแณ แจแแแแ แฅแแแณ แคแญแแญแต the most busiest airport in the world แ แแ แญแ แแณแแข
แ แแแฐแแแต แจแแแแแ แ แ แแต 92 แแแฎแ แแแแฐแแฝแ แซแตแฐแแแฐแ แฑแฃแญ แคแญแแญแต แ แ แแฎแแฃ แแซแจแแแ แแตแซแ แ แ แฅแตแซ แ แ แแญ แแซแจแ แแแแฑ แฐแแแแแฑแ แฅแแฒแจแแญ แ แตแญแแณแแข
แ แแแ แแฆ แณแแต (88 แ)แฃ แถแชแฎ (86 แ) แฅแ แแแฐแ (84 แ) แฐแจแณแญ แฒแแ แดแแจแญ (83 แ) แฃ แขแตแณแแกแ (80 แ)แฃ แบแซแ (80 แ) แแแดแญแ (78แ) แฅแ แปแแแญ (77 แ) แฅแตแจ 10แ แฐแจแแ แญแแแแข
แฅแแแ แฅแตแจ 10แ แฐแจแแ แจแซแ แคแญแแญแถแฝ แ แ แแตแแต แ 2024 แซแตแฐแแแฑแต แจแแแแฐแแฝ แฅแแต 855 แแแฎแ แจแแฐแญแต แฒแแแฃ แญแ แแ แ แแ แ แจแแถ แจแแแแแ แจแ แแแฝแแ แแแแฐแแฝ แแ แ แญแญแแแข
แฅ.แค.แ แจ2019 แฅแตแจ 2024 แ.แ แฃแแต แ แแณแต แแแดแญแ 28แ แฐแจแ แแฐ 7แ แฐแจแ แแ แฃ แฝแแแข แ 2024 แแแดแญแ 78 แแแฎแ แแแแฐแแฝแ แฐแแฅแแแข
แจแ แฒแต แ แ แฃ แคแญแแญแต แแแแฐแแฝ แจแแแ แ แ แ แ 22 แแแฎแ แจแแฐแญแต แฒแแแฃ แ แฐแฅแจแแญแต แจแแแแฃแ แคแญแแญแต แแฐ แฅแซ แฒแแฃ 60 แแแฎแ แแแแแฝ แจแแแ แ แ แ แ แญแแจแแแข
@etconp
๐6โค4๐ฅ1
#ADVERTISEMENT
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๐ฅ3โค2๐2๐1
Pick up the correct statement from the following:
Anonymous Quiz
70%
Dead load includes self-weight of structure & super-imposed load permanently attached to structure
8%
Dead loads change their positions and vary in magnitude
16%
Dead loads are known in the beginning of the design
5%
None of these.
โค6๐4๐ฅ2
For a rectangular section, the ratio of the maximum and average shear stresses, is
Anonymous Quiz
57%
1.5
25%
2.0
15%
2.5
3%
3.0
๐13๐ฅ1
The ratio of total elongation of a bar of uniform cross-section produced under its own weight to the elongation produced by an external load equal to the weight of the bar is
Anonymous Quiz
14%
2
17%
1
39%
1/2
31%
1/4
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The shear reinforcement in R.C.C. is provided to resist
Anonymous Quiz
39%
vertical shear
28%
horizontal shear
16%
diagonal compression
16%
diagonal tension.
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To ensure uniform pressure distribution, the thickness of the foundation, is
Anonymous Quiz
48%
kept uniform throughout
23%
increased gradually towards the edge
21%
decreased gradually towards the edge
8%
kept zero at the edge.
๐ฅ6โค1๐ญ1