๐แฅแซแแฆ แจแแแซแฝแ แฎแแตแตแซแญแฝแ แขแแฑแตแตแช แจแแแ แแธแ แจแแแฃแณ แแแฝ แฅแ แแแชแซแแฝ แแตแฅ ยซแตแแ แจแจแณ แณแญแแฃ แแญแ แจแแ แฐแแต แ แ แฒแต แณแญแปแปแ แจแแ แแปแปแซ แแตแจแ แตแแแปแแ แต แแแแตยป แ แแฐแแฐแ แฒแซแตแแแก แ แฒแฑ แจแแแฃแณ แแ แแตแ แจแแ แจแ แแ แซแแ แญแแช แฅแตแจ 25% แตแจแต แฅแป แจแแ แแ แจแแ แแฐแฅ แ แตแแแ แแแข
แ) แฅแแแต
แ) แแฐแต
๐ฉแแแณแฝแแ แ แ แตแฐแซแจแต แแตแซ (Comment box) แ แแฉแแข
๐ซแแฅแซแชแซ แจแแฎ แแแแตแ แฅแ แ แซแตแแฐแแแแข
๐แจ YOUTUBE แปแแแฝแ แแแแแแ๐
https://youtube.com/@ethiopianconstruction?si=i3B2u9LyWBNjqAAO
แ) แฅแแแต
แ) แแฐแต
๐ฉแแแณแฝแแ แ แ แตแฐแซแจแต แแตแซ (Comment box) แ แแฉแแข
๐ซแแฅแซแชแซ แจแแฎ แแแแตแ แฅแ แ แซแตแแฐแแแแข
๐แจ YOUTUBE แปแแแฝแ แแแแแแ๐
https://youtube.com/@ethiopianconstruction?si=i3B2u9LyWBNjqAAO
๐8โค5
๐แจแฒแแแถ แแฅแญแต แแญ แ แฐแแฐแฐ แจแ แฐแซแญ แตแญแแต แแปแปแซ แแแ แ แแแฝ แแแทแ โ แซแณแแ แแ (แถ/แญ)
๐งแจแฒแแแถ แแฅแญแต แแญ แ แฐแแฐแฐ แจแ แฐแซแญ แตแญแแต แแปแปแซ แจแฐแจแแ แ แ แญแฆแตแ แแฅแญแต แฅแแฒแแญ แจแแตแจแ แฃแปแแญ แแแ แ แแแฝ แฅแแฒแแแต แแฐแจแแ แจแแแตแ แแฃแแ แตแตแตแญ แแแตแตแญ แซแณแแ แแ (แถ/แญ) แแแนแกแก
แแแตแตแฉ แ แแ แ แซแ แตแตแตแญ แแปแธแรท แจ2017 แ แแต แแแต แจแแแแชแซ แ แแแฝ แจแแฐแซแแ แจแญแแแฝ แจแแแต แแญแ แแ แต แ แแปแธแ แแแแ แ แแแจแแ แขแตแฎแตแซ แญแแ แแตแซแ แแซแ แแ แกแณแ แซ แจแฐแ แแฌ แ แซแแฐแแ แฅแแแแกแก
แ 6 แแซแต แ แแแญ แ แแ แฐแจแ 2 แแแจแ 50 แบแ แ แแญ แจแแแต แแแแฃแ แแแต แ แแแแแต แ แฆแแแญแ แแฐแ แฑแ แแแธแแแกแก
แจแ แ แแแ แแแซแ แจแแช แแแต 3 แแฅแฅ 28 แขแแจแ แจแ แแชแซแ แถแแญ แแข แแแแฑแ แแแธแแค แญแ แ แซแแแ แแแต แแญ แฒแแแแญ 1 แแฅแฅ 71 แขแแจแ แถแแญ แฅแแซ แฅแแณแแ แ แแแแแข
แจแ แณแแ แฅแแต แแฅแญแต แแแจแแตแ 1 แบแ 213 แแตแจแต แแปแแแ แฐแแแจแแแข
แจแฒแแแถ แแฅแญแต แแญ แ แฐแแฐแฐ แจแ แฐแซแญ แตแญแแต แแปแปแซ แจแฐแจแแ แ แ แญแฆแตแ แแฅแญแต แฅแแฒแแญ แจแแตแจแ แฃแปแแญ แแแ แ แแแฝ แฅแแฒแแแต แแฐแจแแแ แ แ แฐแแแกแก
แ แตแตแตแต แแฉ แแแ แ แแ แฅแซแฑแ แจแ แ แ แจแฅแซแต แแแฐแญ แ 7 แแฅแฅ 2 แขแแจแ แฅแญ แ แแญ แ แแ แแช แฐแแแฅแถ แแฐ แตแซ แแแฃแฑแ แ แ แฐแรท แ แฐแแ แ แฅแญ แแข 730 แซแฌ แแตแญ แฆแณ แแญ แซแจแ แจแแช แแแต แแณแซ แแแจแ แฐแแแฅแถ แจแขแตแฎแตแซแ แจแแแตแ แขแแจแตแตแแแต แ แ แแฝแ แ แแตแฐแแแ แแญ แฅแแแแแ แฅแแแแกแก
แแแ แ แแ แจแแแต แตแตแตแญแ แ แแ แแจแญ แ แตแฐแแแ แจแแ แซ แฅแตแ แจแแแ แญ แ แแปแญ แจแ แแชแซ แ แ แแซแ แแป แแแต แแฃแ แตแแแแตแ แฐแแฃแซแ แแแตแจแแ แฅแจแฐแฐแซ แแแแ แ แแตแฐแแแกแก
Via FBC
@etconp
๐งแจแฒแแแถ แแฅแญแต แแญ แ แฐแแฐแฐ แจแ แฐแซแญ แตแญแแต แแปแปแซ แจแฐแจแแ แ แ แญแฆแตแ แแฅแญแต แฅแแฒแแญ แจแแตแจแ แฃแปแแญ แแแ แ แแแฝ แฅแแฒแแแต แแฐแจแแ แจแแแตแ แแฃแแ แตแตแตแญ แแแตแตแญ แซแณแแ แแ (แถ/แญ) แแแนแกแก
แแแตแตแฉ แ แแ แ แซแ แตแตแตแญ แแปแธแรท แจ2017 แ แแต แแแต แจแแแแชแซ แ แแแฝ แจแแฐแซแแ แจแญแแแฝ แจแแแต แแญแ แแ แต แ แแปแธแ แแแแ แ แแแจแแ แขแตแฎแตแซ แญแแ แแตแซแ แแซแ แแ แกแณแ แซ แจแฐแ แแฌ แ แซแแฐแแ แฅแแแแกแก
แ 6 แแซแต แ แแแญ แ แแ แฐแจแ 2 แแแจแ 50 แบแ แ แแญ แจแแแต แแแแฃแ แแแต แ แแแแแต แ แฆแแแญแ แแฐแ แฑแ แแแธแแแกแก
แจแ แ แแแ แแแซแ แจแแช แแแต 3 แแฅแฅ 28 แขแแจแ แจแ แแชแซแ แถแแญ แแข แแแแฑแ แแแธแแค แญแ แ แซแแแ แแแต แแญ แฒแแแแญ 1 แแฅแฅ 71 แขแแจแ แถแแญ แฅแแซ แฅแแณแแ แ แแแแแข
แจแ แณแแ แฅแแต แแฅแญแต แแแจแแตแ 1 แบแ 213 แแตแจแต แแปแแแ แฐแแแจแแแข
แจแฒแแแถ แแฅแญแต แแญ แ แฐแแฐแฐ แจแ แฐแซแญ แตแญแแต แแปแปแซ แจแฐแจแแ แ แ แญแฆแตแ แแฅแญแต แฅแแฒแแญ แจแแตแจแ แฃแปแแญ แแแ แ แแแฝ แฅแแฒแแแต แแฐแจแแแ แ แ แฐแแแกแก
แ แตแตแตแต แแฉ แแแ แ แแ แฅแซแฑแ แจแ แ แ แจแฅแซแต แแแฐแญ แ 7 แแฅแฅ 2 แขแแจแ แฅแญ แ แแญ แ แแ แแช แฐแแแฅแถ แแฐ แตแซ แแแฃแฑแ แ แ แฐแรท แ แฐแแ แ แฅแญ แแข 730 แซแฌ แแตแญ แฆแณ แแญ แซแจแ แจแแช แแแต แแณแซ แแแจแ แฐแแแฅแถ แจแขแตแฎแตแซแ แจแแแตแ แขแแจแตแตแแแต แ แ แแฝแ แ แแตแฐแแแ แแญ แฅแแแแแ แฅแแแแกแก
แแแ แ แแ แจแแแต แตแตแตแญแ แ แแ แแจแญ แ แตแฐแแแ แจแแ แซ แฅแตแ แจแแแ แญ แ แแปแญ แจแ แแชแซ แ แ แแซแ แแป แแแต แแฃแ แตแแแแตแ แฐแแฃแซแ แแแตแจแแ แฅแจแฐแฐแซ แแแแ แ แแตแฐแแแกแก
Via FBC
@etconp
๐13โค4
Intercon Construction Chemicals
๐ Authorized agent of MC, SIMENTEK, Sika, Weber
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Concrete Repair, Grouting
โ Tile Adhesive & Tile Joint Fillers
โ Wall Putty, Prime Coat, Rush Coat
โ Quartz, Contextra
โ Floor hardener, Epoxy
โ Geotextiles, Geo-membranes and other construction chemicals and materials
Tel: 0961955555 or 0944774267
Address: Signal, around signal mall
๐ Authorized agent of MC, SIMENTEK, Sika, Weber
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Concrete Repair, Grouting
โ Tile Adhesive & Tile Joint Fillers
โ Wall Putty, Prime Coat, Rush Coat
โ Quartz, Contextra
โ Floor hardener, Epoxy
โ Geotextiles, Geo-membranes and other construction chemicals and materials
Tel: 0961955555 or 0944774267
Address: Signal, around signal mall
๐7โค1๐ฅฐ1
๐Responding to Construction Claims.
When reviewing and responding to construction claims, the strategy might influence the approach whether to defend rigorously or determine impartially.
However, one principle remains constant: the response document must be well-prepared, professional, and user-friendly.
Hereโs why this matters:
A well-structured response not only demonstrates the reviewerโs expertise but also builds confidence in their findings.
When a claim response is organized and clear, it signals that the determination is grounded in correct principles and merits serious consideration.
๐ Key Elements of a Professional Claim Response:
1๏ธโฃ Presentation Matters: Use high-quality folders, covers, and spine labels with all necessary information. Clear tabbed dividers and quality paper add to the document's professionalism.
2๏ธโฃ Clarity is King: Include headers and footers showing the document owner, title, page numbers, date, and revision number. Keep layouts visually appealing with helpful graphics and clear formatting.
3๏ธโฃ Logical Organization: Exhibits and appendices should be logically ordered, easily identifiable, and cross-referenced. Narrative and supporting materials can be separated into distinct, clearly labeled sections or volumes.
4๏ธโฃ Future-Proofing: If the response is reviewed by external parties or escalated as a dispute, a professional and user-friendly presentation demonstrates credibility and preparedness.
Remember, your response isnโt just a document. Itโs a reflection of your professionalism and expertise. By following these principles, you increase the chances of your determinations being respected and accepted.
@etconp
When reviewing and responding to construction claims, the strategy might influence the approach whether to defend rigorously or determine impartially.
However, one principle remains constant: the response document must be well-prepared, professional, and user-friendly.
Hereโs why this matters:
A well-structured response not only demonstrates the reviewerโs expertise but also builds confidence in their findings.
When a claim response is organized and clear, it signals that the determination is grounded in correct principles and merits serious consideration.
๐ Key Elements of a Professional Claim Response:
1๏ธโฃ Presentation Matters: Use high-quality folders, covers, and spine labels with all necessary information. Clear tabbed dividers and quality paper add to the document's professionalism.
2๏ธโฃ Clarity is King: Include headers and footers showing the document owner, title, page numbers, date, and revision number. Keep layouts visually appealing with helpful graphics and clear formatting.
3๏ธโฃ Logical Organization: Exhibits and appendices should be logically ordered, easily identifiable, and cross-referenced. Narrative and supporting materials can be separated into distinct, clearly labeled sections or volumes.
4๏ธโฃ Future-Proofing: If the response is reviewed by external parties or escalated as a dispute, a professional and user-friendly presentation demonstrates credibility and preparedness.
Remember, your response isnโt just a document. Itโs a reflection of your professionalism and expertise. By following these principles, you increase the chances of your determinations being respected and accepted.
@etconp
๐11โค1๐1
๐Max of MDD and OMC?
๐ทThe relationship between maximum moisture content and maximum dry density of embankment soil is explained through the Compaction Curve, which is determined by the Proctor Test (Standard or Modified Proctor Test).
โญ๏ธThe key aspects of this relationship are:
1. Parabolic Relationship:
When soil is compacted at different moisture contents, the dry density first increases, reaches a peak (maximum dry density) at an optimum moisture content (OMC), and then decreases as moisture content continues to rise.
2. Optimum Moisture Content (OMC) & Maximum Dry Density:
The maximum dry density (MDD) occurs at an optimum moisture content (OMC), which is the water content at which soil particles are best packed.
If moisture is less than OMC, soil particles cannot fully rearrange, leading to lower density.
If moisture is more than OMC, excess water displaces soil particles and reduces density due to water occupying pore spaces.
3. Soil Type Effect:
Coarse-grained soils (sands, gravels): Have higher MDD and lower OMC.
Fine-grained soils (clay, silt): Have lower MDD and higher OMC because they retain more water due to high cohesion.
4. Field Application for Embankment Construction:
Proper compaction control ensures embankments achieve maximum stability.
Moisture control is essentialโtoo dry leads to poor compaction, too wet leads to low strength.
Compaction equipment (rollers) and method (layer thickness, number of passes) impact final density.
In summary, MDD and moisture content have an inverse relationship beyond OMC, meaning too much or too little moisture reduces density. The goal in embankment construction is to compact soil near OMC to achieve MDD for stability and load-bearing capacity.
@etconp
๐ทThe relationship between maximum moisture content and maximum dry density of embankment soil is explained through the Compaction Curve, which is determined by the Proctor Test (Standard or Modified Proctor Test).
โญ๏ธThe key aspects of this relationship are:
1. Parabolic Relationship:
When soil is compacted at different moisture contents, the dry density first increases, reaches a peak (maximum dry density) at an optimum moisture content (OMC), and then decreases as moisture content continues to rise.
2. Optimum Moisture Content (OMC) & Maximum Dry Density:
The maximum dry density (MDD) occurs at an optimum moisture content (OMC), which is the water content at which soil particles are best packed.
If moisture is less than OMC, soil particles cannot fully rearrange, leading to lower density.
If moisture is more than OMC, excess water displaces soil particles and reduces density due to water occupying pore spaces.
3. Soil Type Effect:
Coarse-grained soils (sands, gravels): Have higher MDD and lower OMC.
Fine-grained soils (clay, silt): Have lower MDD and higher OMC because they retain more water due to high cohesion.
4. Field Application for Embankment Construction:
Proper compaction control ensures embankments achieve maximum stability.
Moisture control is essentialโtoo dry leads to poor compaction, too wet leads to low strength.
Compaction equipment (rollers) and method (layer thickness, number of passes) impact final density.
In summary, MDD and moisture content have an inverse relationship beyond OMC, meaning too much or too little moisture reduces density. The goal in embankment construction is to compact soil near OMC to achieve MDD for stability and load-bearing capacity.
@etconp
๐21โค1
Site Inspection Certificate.xlsx
14.5 KB
๐9๐ฅ2
Checklist for Concreting.xlsx
17 KB
๐9๐ฅ2
Checklist for PCC.xlsx
17.4 KB
๐13โค1
Checklist for Painting works.xlsx
12.6 KB
๐10๐3
Checklist for Reinforcement.xlsx
18.2 KB
๐12โค6
Daily Works Executed Report Format.xlsx
13.1 KB
โค12๐3๐1
Intercon Construction Chemicals
๐ Authorized agent of MC, SIMENTEK, Sika, Weber
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Concrete Repair, Grouting
โ Tile Adhesive & Tile Joint Fillers
โ Wall Putty, Prime Coat, Rush Coat
โ Quartz, Contextra
โ Floor hardener, Epoxy
โ Geotextiles, Geo-membranes and other construction chemicals and materials
Tel: 0961955555 or 0944774267
Address: Signal, around signal mall
๐ Authorized agent of MC, SIMENTEK, Sika, Weber
โ Concrete Admixtures
โ Bonding Agents
โ Waterproofings
โ Concrete Repair, Grouting
โ Tile Adhesive & Tile Joint Fillers
โ Wall Putty, Prime Coat, Rush Coat
โ Quartz, Contextra
โ Floor hardener, Epoxy
โ Geotextiles, Geo-membranes and other construction chemicals and materials
Tel: 0961955555 or 0944774267
Address: Signal, around signal mall
๐6โค2
๐Scheduling For a construction project can be tough:
๐ซHere are the key factors affecting work output:
1. Site Conditions
Accessibility: Remote or difficult-to-reach sites can reduce efficiency.
Terrain: Uneven or challenging ground can hinder movement and work.
Weather: Extreme heat, cold, or rain impacts labor productivity.
2. Work Environment
Space Constraints: Crowded or confined spaces may limit the movement of workers and equipment.
Safety Hazards: Sites with higher risks (e.g., working at heights or near heavy machinery) may require slower, more cautious work.
Site Organization: Poor planning, clutter, or disorganized storage areas can slow down work.
3. Material Availability
Timely Delivery: Delays in material supply disrupt the workflow.
Quality of Materials: Inferior materials may require rework or slower handling.
4. Labor-Related Factors
Skill Level: Differences in worker experience and training impact output.
Fatigue: Long hours or lack of rest breaks reduce efficiency.
Team Coordination: Lack of communication or teamwork among laborers can lead to delays.
5. Tools and Equipment
Availability: Lack of adequate tools slows down work.
Condition: Worn-out or malfunctioning equipment reduces productivity.
Technology: Sites with modern tools often see higher work output.
6. Supervision and Management
Monitoring: Proper oversight ensures efficiency and prevents time wastage.
Instructions: Clear and precise guidance minimizes confusion.
Motivation: Encouraging workers with incentives or a positive work environment boosts productivity.
7. Nature of Work
Complexity: Complex or highly technical tasks take longer to complete.
Volume: High-volume work may fatigue labor or require pacing.
Repetitiveness: Repetitive tasks may improve efficiency due to familiarity.
8. Local Factors
Cultural Practices: Local labor laws, work culture, and traditions may influence productivity.
Community Relations: Disputes or tensions with local communities can disrupt work.
9. External Factors
Regulatory Delays: Permits or inspections might interrupt work schedules.
Utility Availability: Lack of power or water may slow down tasks.
By addressing these factorsโsuch as improving site organization, providing proper tools, and ensuring adequate supervisionโwork output disparities can often be minimized across sites.
@etconp
๐ซHere are the key factors affecting work output:
1. Site Conditions
Accessibility: Remote or difficult-to-reach sites can reduce efficiency.
Terrain: Uneven or challenging ground can hinder movement and work.
Weather: Extreme heat, cold, or rain impacts labor productivity.
2. Work Environment
Space Constraints: Crowded or confined spaces may limit the movement of workers and equipment.
Safety Hazards: Sites with higher risks (e.g., working at heights or near heavy machinery) may require slower, more cautious work.
Site Organization: Poor planning, clutter, or disorganized storage areas can slow down work.
3. Material Availability
Timely Delivery: Delays in material supply disrupt the workflow.
Quality of Materials: Inferior materials may require rework or slower handling.
4. Labor-Related Factors
Skill Level: Differences in worker experience and training impact output.
Fatigue: Long hours or lack of rest breaks reduce efficiency.
Team Coordination: Lack of communication or teamwork among laborers can lead to delays.
5. Tools and Equipment
Availability: Lack of adequate tools slows down work.
Condition: Worn-out or malfunctioning equipment reduces productivity.
Technology: Sites with modern tools often see higher work output.
6. Supervision and Management
Monitoring: Proper oversight ensures efficiency and prevents time wastage.
Instructions: Clear and precise guidance minimizes confusion.
Motivation: Encouraging workers with incentives or a positive work environment boosts productivity.
7. Nature of Work
Complexity: Complex or highly technical tasks take longer to complete.
Volume: High-volume work may fatigue labor or require pacing.
Repetitiveness: Repetitive tasks may improve efficiency due to familiarity.
8. Local Factors
Cultural Practices: Local labor laws, work culture, and traditions may influence productivity.
Community Relations: Disputes or tensions with local communities can disrupt work.
9. External Factors
Regulatory Delays: Permits or inspections might interrupt work schedules.
Utility Availability: Lack of power or water may slow down tasks.
By addressing these factorsโsuch as improving site organization, providing proper tools, and ensuring adequate supervisionโwork output disparities can often be minimized across sites.
@etconp
๐25โค2๐2๐1
๐The fuel consumption of a Doosan excavator per hour can vary significantly depending on several factors, including:
* Model and size of the excavator: Larger excavators with more powerful engines will generally consume more fuel.
* Operating conditions: Heavy-duty applications like digging in hard soil or lifting heavy loads will require more fuel than lighter tasks.
* Engine efficiency: Newer models tend to have more fuel-efficient engines than older ones.
* Operator's skill: Experienced operators can often optimize fuel consumption through efficient techniques.
๐ซHowever, based on the information I have, here are some general estimates:
* Smaller excavators (e.g., DX140W): These might consume around 10-15 liters per hour.
* Medium-sized excavators (e.g., DX225LC-7): Consumption could range from 15-25 liters per hour.
* Larger excavators (e.g., DX300LC-5): These might use 25 liters per hour or more.
๐งIt's important to note that these are just rough estimates. For more accurate information, you should consult the excavator's specifications or contact a Doosan dealer. They can provide more specific fuel consumption data based on the particular model and its intended use.
@etconp
* Model and size of the excavator: Larger excavators with more powerful engines will generally consume more fuel.
* Operating conditions: Heavy-duty applications like digging in hard soil or lifting heavy loads will require more fuel than lighter tasks.
* Engine efficiency: Newer models tend to have more fuel-efficient engines than older ones.
* Operator's skill: Experienced operators can often optimize fuel consumption through efficient techniques.
๐ซHowever, based on the information I have, here are some general estimates:
* Smaller excavators (e.g., DX140W): These might consume around 10-15 liters per hour.
* Medium-sized excavators (e.g., DX225LC-7): Consumption could range from 15-25 liters per hour.
* Larger excavators (e.g., DX300LC-5): These might use 25 liters per hour or more.
๐งIt's important to note that these are just rough estimates. For more accurate information, you should consult the excavator's specifications or contact a Doosan dealer. They can provide more specific fuel consumption data based on the particular model and its intended use.
@etconp
๐25โค1