Ethio Construction Engineering
32.3K subscribers
6.27K photos
359 videos
1.99K files
3.3K links
๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
Learn, build, and grow with us!

๐Ÿ“จ @Philemona7 Or @ETCONpBOT

For Ad:- https://telega.io/c/etconp
Download Telegram
๐Ÿ‘‰แŠ•แŒ‰แˆต แАแŒƒแˆบ แŠขแˆตแˆ‹แˆšแŠญ แˆ›แ‹•แŠจแˆ

๐Ÿšงแ‰ แ‹›แˆฌแ‹ แ‰€แŠ• แ‹จ แŠ•แŒ‰แˆต แАแŒƒแˆบ แŠขแˆตแˆ‹แˆšแŠญ แˆ›แ‹•แŠจแˆ แ‹ญแ‹แ‹Š แŒแŠ•แ‰ฃแ‰ณ แˆตแˆซ แŒ€แˆแˆฏแˆแข

๐Ÿ’ซแŠ•แ‹ตแ‰ แ‰ แŠ•แ‹ตแ แˆแŠญแˆจแˆ€แˆณแ‰ฅ แ‰กแ‹ตแŠ• แ‰ แˆแŒฝแŒŽ แ‰ แˆแˆตแˆ‰ แŠฅแŠ•แ‹ฐแˆšแ‰ณแ‹จแ‹ แˆ†แŠ—แˆแข

Via แ‹ซแˆšแŠ• แŠ แˆšแŠ• แˆฐแˆ›แŠ•

@etconp
๐Ÿ‘10โค3
๐Ÿ‘‰แ‰ แАแŒˆแˆซแ‰ฝแŠ• แˆ‹แ‹ญ แ‹จ Youtube แ‰ปแŠ“แˆ‹แ‰ฝแŠ• แ‰คแ‰ฐแˆฐแ‰ฅ แŠซแˆแˆ†แА แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แŒˆแ‰ฅแ‰ฐแ‹ แ‹ญแ‰€แˆ‹แ‰€แˆ‰แŠ•

๐Ÿทแ‹จ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆถแแ‰ตแ‹Œแˆฎแ‰ฝ แ‰  แŠฃแˆ›แˆญแŠ› แ‰‹แŠ•แ‰‹ แ‹ญแˆ›แˆฉ๐Ÿ‘‡

https://youtube.com/@ethiopianconstruction?si=i3B2u9LyWBNjqAAO

@etconp
๐Ÿ‘2
๐Ÿ‘‰แŠ แŠ•แ‹ณแŠ•แ‹ต แˆณแ‹ญแ‰ต แˆ‹แ‹ญ แ‹จแ‰ฐแˆˆแˆ˜แ‹ฑ แ‹จ แŠ แˆ›แˆญแŠ› แ‰ƒแˆ‹แ‰ถแ‰ฝ แŠฅแŠ•แŒˆแˆซแ‰ฝแˆ

โžก๏ธแˆฐแŒŒแ‰ถ = steel saw

โžก๏ธแŒแˆจแ‹ฎ = someone who works with reinforcements

โžก๏ธแŒแˆชแˆ‹ = reinforcement used for the placement of footing

โžก๏ธแŽแŠ•แ‹ถ (bottom soffit) = used as a form work for beam and slab at the bottom.

โžก๏ธแˆตแ–แŠ•แ‹ณ (side board) = used as form work for beams and slabs on vertical sides

โžก๏ธแˆ˜แ‰€แˆฐแ‰ป (brace) = supports a vertical side form work of beam, and column panel diagonally

โžก๏ธแˆตแ‰ณแ‹ (stirrup) = shear resistant bar of the column, beams, and shear walls

โžก๏ธแ‰ฑแˆแ‰ข (plumb Bob) = it is used to check the perpendicularity of columns.

โžก๏ธแŠจแ‰ แˆŒแ‰ถ = used To separate Top reinforcement Bar From bottom Reinforcement Bar of slab.

โžก๏ธแˆžแ‹ฒแŠ– (profile) = used for setting out works

โžก๏ธแˆฒแ‰ฃแŒŽ (string) = used to maintain alignments

โžก๏ธแŠญแˆซแ‰ซแ‰ต (Yoke) = used to fix the form works together in their position.

๐Ÿ“ฉแ‹จแ‰€แˆฉแ‰ตแŠ• แŠฎแˆœแŠ•แ‰ต แˆ‹แ‹ญ แƒแ‰แˆแŠ•๐Ÿ™

@ETCONpWORK
๐Ÿ‘58โค10๐Ÿ‘5
Intercon Construction Chemicals 
    
๐Ÿ‘‰ 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
๐Ÿ‘4โค2
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

โœ‚๏ธแˆ‹แˆœแˆซ แˆ˜แ‰แˆจแŒซ แˆ˜แ‰ฅแˆปแŠ“  แˆ›แŒ แŠแ‹ซ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆ‰แŠ•

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แŠฅแŠ“แ‰ แŒƒแˆˆแŠ• แŠฅแŠ•แ‹ฒแˆแˆ แŠฅแŠ“แŒฅแ‹แˆˆแŠ•

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แŠฅแŠ•แˆฐแˆซแˆˆแŠ•

๐Ÿ“แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹‰แˆตแŒฅ แ‹จแ‰ตแˆ แŠฅแŠ•แˆแŠญแˆŽแ‰ณแˆˆแŠ•

แŠ แ‹ตแˆซแˆปแ‰ฝแŠ•แฆ แ‰.1 แŠ แ‹‰แ‰ถแ‰ฅแˆต แ‰ฐแˆซ(แˆ˜แˆณแˆˆแˆšแ‹ซ)
                    แ‰.2 แˆ˜แˆญแŠซแ‰ถ
                    แ‰.3 แ‰ฐแŠญแˆˆแˆ€แ‹ญแˆ›แŠ–แ‰ต

0904040477
0911016833
๐Ÿ‘4โค1
๐Ÿ‘‰๐‘ช๐’๐’”๐’• ๐‘ฌ๐’”๐’•๐’Š๐’Ž๐’‚๐’•๐’Š๐’๐’ ๐‘ป๐’†๐’„๐’‰๐’๐’Š๐’’๐’–๐’†๐’” ๐’Š๐’ ๐‘ช๐’๐’๐’”๐’•๐’“๐’–๐’„๐’•๐’Š๐’๐’ ๐‘ท๐’“๐’๐’‹๐’†๐’„๐’•๐’”

ใ€‹Construction Cost Estimate

Predictive process involve application of techniques that convert quantified technical project info into financial resource info by quantifying required resources cost to fulfill project scope
Applied during each phase of project life cycle as project scope is defined, modified & refined

ใ€‹Major advantages of making solid construction cost estimate:

-Improve Plan
-Save Money
-Allow to Make Better Bid Comparisons
-Reduce Risk
-Cut Down on Change Orders

ใ€‹Cost Included in Construction Cost Estimate

-Contingency & Variance
-Equipment
-Indirect Cost
-Labor
-Material
-Professional Fee
-Quality

ใ€‹Estimator Cost Information source

-Historical Data
-Cost Research
-Expert Judgment

ใ€‹Major Cost Estimation Techniques

-Analogous estimate
-Bottom-up estimate
-Parametric estimate
-Cost of Quality
-Delphi cost estimate
-Empirical Costing Method
-Expert Judgment
-Reserve Analysis
-Resource costing
-3-Point Estimate
-U.S. Government Accountability Office (GAO) 12-step process
-Cost Estimating Software(e.g. Monte Carlo method)
-Vendor Bid Snalysis

ใ€‹What Makes a Good Cost Estimate?

-Accuracy
-Confidence Level
-Credibility
-Documentation
-Precision
-Reliability
-Risk detailing
-Uniformity
-Validity
-Verification

ใ€‹Inaccurate Project Cost Estimate Causes (Most Likely)

-Lack of experience with similar projects
-Length of planning horizon & project
-Human resources
-Not fully understand work involved to complete work packages
-Expect resources to work at maximum productivity
-Divide tasks between multiple resources
-Fail to identify risk & to prepare adequate contingency plan & reserve
-Not updating cost estimate after project scope changes
-Creating hasty, inaccurate estimates because of stakeholder pressure
-Stat estimates as fixed sum, rather than ranges
-Make project fit fixed budget amount

ใ€‹Construction Cost Estimate by Level of Accuracy

American Society of Professional Estimators (ASPE) classify estimates according to 5-level system.

The least accurate & reliable label is Level 1 & most accurate & reliable is Level 5.

Confusingly, some authorities such as AACE & U.S. DOE reverse numbering, designating Level 1 as most precise estimate

-Level 1:Order-of-Magnitude Estimate
(Project definition at 0-2% & accuracy of estimate is within a margin of 20-30%)

-Level 2:Construction Feasibility Estimate
(Definition range 5-20% & accuracy range 10-25%)

-Level 3:Preliminary Construction Estimate
(Project definition range 10-40% & accuracy range 10-15%)

-Level 4:Substantive Construction Estimate
(Project is > 90% defined & accuracy 5-10%)

-Level 5:Definitive Construction Estimate
(maximum accuracy (0-2% variance & virtually 100% project definition)

ใ€‹Construction Estimate Classification by Accuracy & Phase

-Design Estimate
-Bid Estimate
-Control estimate
-Performance vs. Forecast Estimate
-Current Working Estimate

@etconp
๐Ÿ‘11โค3
๐Ÿ‘‰THE 3-4-5 METHOD

๐ŸšงThis is an essential technique in the construction and civil engineering fields to accurately trace right angles on construction sites.

๐Ÿ’ซBased on the Pythagorean theorem, it guarantees the orthogonality of structures, ensuring their stability and proper alignment.

โญ๏ธApplication of the 3-4-5 method:

1. Measurement: Starting from an origin point, measure 3 units along a reference line and mark this point.

2. Second measurement: From the origin point, measure 4 units perpendicularly to the first line and mark this point.

3. Verification: Measure the distance between the two marked points; it should be 5 units. If this is the case, the angle formed is a right angle.

โ‡๏ธThis method is particularly useful for laying foundations, aligning walls, and verifying the perpendicularity of structural elements.

โบIt is simple to implement and only requires basic tools such as a tape measure.

โบFor a visual demonstration of this technique, you can refer to the following tutorial:

โ–ถ๏ธ3-4-5 method for drawing a perpendicular in construction

๐Ÿ“By adopting the 3-4-5 method, construction and public works professionals can ensure the precision and quality of their projects, thus contributing to the durability and safety of infrastructures.

@etconp
๐Ÿ‘13โค2๐Ÿ‘1
๐Ÿ‘‰แ‰ แ‹Žแˆ‹แ‹ญแ‰ณ แˆถแ‹ถ 12.3 แŠช.แˆœ แˆ˜แŠ•แŒˆแ‹ต แ‰ 2.6 แ‰ขแˆŠแ‹จแŠ• แ‰ฅแˆญ แŠฅแ‹จแ‰ฐแŒˆแАแ‰ฃ แАแ‹

๐Ÿšงแ‰ แ‹ฐแ‰กแ‰ฅ แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠญแˆแˆ แ‰ แ‹Žแˆ‹แ‹ญแ‰ณ แ‹žแŠ• แ‹จแˆšแŒˆแŠ˜แ‹ แ‹จแ‹Žแˆ‹แ‹ญแ‰ณ แˆถแ‹ถ แŠจแ‰ฐแˆ› แˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ตแŠ• แ‰ แ‰ฐแ‹ซแ‹˜แˆˆแ‰ต แŒŠแ‹œ แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แŠฅแ‹จแ‰ฐแˆ แˆซ แ‹ญแŒˆแŠ›แˆแข

โบแ‹จแŠจแ‰ฐแˆ› แˆ˜แŠ•แŒˆแ‹ฑ 12.39 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆšแˆธแแŠ• แˆฒแˆ†แŠ•แฃ แ‹จแˆ˜แŠ•แŒˆแ‹ต แŒแŠ•แ‰ฃแ‰ณ แ•แˆฎแŒ€แŠญแ‰ฑ แ‰ แˆแˆˆแ‰ต แˆŽแ‰ต แ‰ฐแŠจแแˆŽ แŠฅแ‹จแ‰ฐแˆ แˆซ แ‹ญแŒˆแŠ›แˆแข

โบแˆŽแ‰ต 1 แŠจแˆŒแ‹Š แŠฅแˆตแŠจ แˆถแ‹ถ แŒแ‰ฅแˆญแŠ“ แŠฎแˆŒแŒ… 7.14 แŠชแˆŽ แˆœแ‰ตแˆญ แˆฒแˆ†แŠ•แฃ แˆŽแ‰ต 2 แŠจแŒฆแŠ“ แŠ แ‹ฐแ‰ฃแ‰ฃแ‹ญ แŠฅแˆตแŠจ แŠ แˆจแŠซ แˆ˜แ‹แŒซ แˆ˜แŒˆแŠ•แŒ แ‹ซ แ‹ตแˆจแˆต 6.3 แŠชแˆŽ แˆœแ‰ตแˆญ แ‹จแˆšแ‹˜แˆแ‰… แАแ‹แข

๐Ÿ’ซแŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แˆˆแˆ›แŠจแŠ“แ‹ˆแŠ• แˆ˜แŠ•แŒแˆฅแ‰ต แŠจ2.6 แ‰ขแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แˆแˆฐแˆต แŠ แ‹ตแˆญแŒ“แˆแข

โญ๏ธแŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แ‰ฐแˆจแŠญแ‰ฆ แŠฅแ‹ซแŠจแŠ“แ‹ˆแА แ‹จแˆšแŒˆแŠ˜แ‹ แŠ แˆˆแˆ›แ‰€แ‰ แ‰ปแ‹ญแŠ“ แˆแˆญแˆตแ‰ต แˆƒแ‹ญแ‹Œ แŠขแŠ•แŒ‚แАแˆชแŠ•แŒ แАแ‹แข

โบแŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แ‰ 2018 แ‹“.แˆ แˆ™แˆ‰ แ‰ แˆ™แˆ‰ แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แ‹•แ‰…แ‹ต แ‰ฐแ‹ญแ‹ž แŠฅแ‹จแ‰ฐแˆ แˆซ แ‹ญแŒˆแŠ›แˆแข

๐ŸŽฒแŒ‚.แŠคแŠ•.แ‹‹แ‹ญ แˆแˆ…แŠ•แ‹ตแˆตแŠ“ แŠ แˆ›แŠซแˆช แŠจแ‹ฐแ‹ˆแˆ แŠ แˆ›แŠซแˆช แˆ˜แˆƒแŠ•แ‹ฒแˆถแ‰ฝ แŒ‹แˆญ แ‰ แŒฃแˆแˆซ แ‰ แˆ˜แˆ†แŠ• แ‹จแˆ›แˆ›แŠจแˆญ แŠฅแŠ“ แ‹จแ‰แŒฅแŒฅแˆญ แˆฅแˆซแ‹แŠ• แŠฅแ‹ซแŠจแŠ“แ‹ˆแŠ‘ แ‹ญแŒˆแŠ›แˆ‰แข

โบแˆ˜แŠ•แŒˆแ‹ฑ แ‹จแŠฅแŒแˆจแŠ› แŠฅแŠ“ แ‹จแˆ˜แŠ•แŒˆแ‹ต แŠ แŠซแ‹แ‹ญแŠ• แŒจแˆแˆฎ แ‰ แŠจแ‰ฐแˆ› 34 แŠฅแŠ“ 21.5 แˆฒแˆ†แŠ• แ‰ แŒˆแŒ แˆญ แŠจแ‰ฐแˆ› 13.6 แˆœแ‰ตแˆญ แ‹จแŒŽแŠ• แˆตแ‹แ‰ต แŠฅแŠ•แ‹ฒแŠ–แˆจแ‹ แ‰ฐแ‹ฐแˆญแŒŽ แ‰ แˆ˜แŒˆแŠ•แ‰ฃแ‰ต แˆ‹แ‹ญ แАแ‹แข

๐ŸšงแŠ แˆแŠ• แˆ‹แ‹ญ แ‹จแŠ แˆแˆญ แ‰†แˆจแŒฃแŠ“ แˆ™แˆŒแ‰ตแฃ แ‹จแ‹แˆƒ แ‰ฑแ‰ฆ แ‰€แ‰ แˆซแฃ แ‹จแ‹ตแŒ‹แ แŒแŠ•แ‰ฅแŠ“ แŠ แˆญแˆ›แ‰ณแฃ แ‹จแ‰ฑแ‰ฆ แˆ›แˆแˆจแ‰ต แˆฅแˆซแŠ“ แ‰คแ‹ แŠฎแˆญแˆต แˆฅแˆซแ‹Žแ‰ฝ แ‰ฐแˆ แˆญแ‰ฐแ‹‹แˆ

โ‡๏ธแŠ แŒ แ‰ƒแˆ‹แ‹ญ แŠ แˆแƒแ€แˆ™ 15 แ‰ แˆ˜แ‰ถ แ‹ฐแˆญแˆทแˆแข

Via ERA

@etconp
๐Ÿ‘8โค2
๐Ÿ‘‰Lets See those Points

๐Ÿ”นPayment Process

โ–ช๏ธInterim Payments: Made at specified intervals (e.g., monthly) based on work completed.
โ–ช๏ธFinal Payment: Made after completion, testing, and acceptance of works.
โ–ช๏ธRetention Money: A percentage withheld from interim payments, released upon completion.

๐Ÿ”นPayment Certificates

โ–ช๏ธEngineer's Certificate: Confirms work completion and authorizes payment.
โ–ช๏ธPayment Certificate: Issued by Employer/Engineer, detailing payment amounts.

๐Ÿ”นPayment Timeline

โ–ช๏ธPayment Due Date: 42 days after payment certificate issuance (FIDIC Red Book).
โ–ช๏ธPayment Period: Varies depending on contract terms.

๐Ÿ”นPayment Terms

โ–ช๏ธLump Sum: Single payment for entire project.
โ–ช๏ธMeasurement-Based: Payments based on measured work.
โ–ช๏ธTime-Based: Payments based on time spent.

๐Ÿ”นPayment Security

โ–ช๏ธAdvance Payment Guarantee: Secures advance payments.
โ–ช๏ธPerformance Guarantee: Ensures project completion.
โ–ช๏ธPayment Guarantee: Ensures payment to subcontractors.

๐Ÿ”นDispute Resolution

โ–ช๏ธDispute Adjudication Board (DAB): Resolves disputes.
โ–ช๏ธArbitration: Final dispute resolution.

๐Ÿ”นFIDIC Contract Types

โ–ช๏ธRed Book: Construction contract.
โ–ช๏ธYellow Book: Plant and design-build contract.
โ–ช๏ธSilver Book: EPC/Turnkey projects.
โ–ช๏ธGold Book: Design-build-operate projects.

@etconp
๐Ÿ‘28
2066. The side slope of embankments for a railway track is generally taken as
Anonymous Quiz
16%
(a) 1 : 1
30%
(b) 1.5 : 1
25%
(c) 2 : 1
29%
(d) 1 : 2
๐Ÿ‘11๐Ÿ‘1
๐Ÿ‘7
๐Ÿ‘‰แˆฐแˆ‹แˆ แ‹แ‹ต แ‰คแ‰ฐแˆฐแ‰ฆแ‰ปแ‰ฝแŠ• แŠฃแ‹ฒแˆต แ‹จ ETABS แ‰  แŠฃแˆ›แˆญแŠ› แ‰ฒแ‰ถแˆญแ‹ซแˆ แŠจ introduction แŒ€แˆแˆฎ Analysis แŠฅแŠ“ Design แŠฃแŠซแ‰ฐแŠ• แˆแˆญแŒฅ แ‰ชแ‹ตแ‹ฎ แŠฅแ‹จแˆˆแ‰€แ‰…แŠ• แŠฅแŠ•แ‹ฐแˆแŠ•แŒˆแŠ แ‹ญแ‰ณแ‹ˆแ‰ƒแˆแข

๐ŸซตแŠฅแŠ•แˆ† แ‹จแˆ˜แŒจแˆจแˆป แŠญแแˆ 5 ๐Ÿ‘‡

https://youtu.be/tQcOm-jzqxQ
๐Ÿ‘8โค2๐Ÿ‘2
๐Ÿ‘‰แŠ แˆแŠ“แ‹Š แŠชแАแˆ…แŠ•แŒป

๐Ÿ’ซแ‹จแŠ แ‹จแˆญ แˆ‹แ‹ญ แˆแˆตแˆ

โญ๏ธแ‰…แ‹ฑแˆต แŒˆแ‰ฅแˆญแŠคแˆ แ‰คแ‰ฐแŠญแˆญแˆตแ‰ตแ‹ซแŠ• แˆ˜แ‰แˆˆ

Via แˆ•แˆŠแŠ“ แ‰ณแˆแˆฐ

@etconp
โค17๐Ÿ‘8