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๐Ÿ”จ World Construction Engineering
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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ‘‰แАแŒป แ‹จแ‰ตแˆแˆ…แˆญแ‰ต แ‹•แ‹ตแˆ แŒฅแ‰†แˆ› (Scholarship)

๐Ÿ“แˆ…แŠ•แ‹ต แŠ แŒˆแˆญ

๐Ÿ“œแˆ˜แˆจแŒƒแ‹แŠ• แŠจแ‰ฐแ‹ซแ‹ซแ‹˜แ‹ แˆแˆตแˆ แˆ˜แˆ˜แˆแŠจแ‰ต แ‹ญแ‰ปแˆ‹แˆแข

๐Ÿ’ซแˆ˜แˆแŠซแˆ แ‹•แ‹ตแˆโค๏ธ

Via Embassy of India, Addis Ababa

@etconp
โค7๐Ÿ‘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‘7โค1๐Ÿ‘1
๐Ÿ‘‰Administration, Monitoring, and Payment of Subcontract Works*

๐Ÿ“œOnce an agreement is made and a subcontract has been placed, the administration, monitoring, assessment, valuation, and payment of the works are parts of an ongoing cycle of activities.

โบMonitoring and Assessment of Subcontract Works

The monitoring and assessment of the package is undertaken as an ongoing review of the work carried out by the subcontractor, including:

* A review of progress on site against the original tender
* Variations
* The formulation of an add and omit schedule

The exact nature of this will depend on how the subcontract package was procured and placed: for example, as a lump sum item, an estimate (with or without remeasurement), a target sum, or under an open book 'cost plus' arrangement.

*Importance of Record-Keeping and Correspondence Management*

Good record-keeping and correspondence management are essential for effective subcontract management. Without good records, it is difficult to make or challenge any claim, whether for time or money, received from a subcontractor.

*Best Practice for Record-Keeping and Correspondence Management*

โ–ถ๏ธBest practice includes:

* Creating a standard structure for filing
* Circulating contact names for stakeholders
* Using standard templates for notifications
* Clearly issuing notices of delays, additional works, defects, or incomplete works
* Issuing timely sectional and final completion certificates
* Compliance with contractual reply durations
* Considering where issues included in correspondence to a subcontractor should also be included in separate correspondence to the client

*Valuation and Payment of Subcontract Works*

The valuation will calculate the contracting organisation's liability to the subcontractor at the end of the month. (It should be noted that it is advisable and good practice to include a monthly payment calendar to clarify this in the subcontract agreement.) This will affect the cost taken into the month-end accounts and is linked closely to the payment.

The payment will usually take place at some stage in the following month, depending on the contractual arrangements made in the subcontract and in Security of Payment legislation.

If possible, the valuation of work will take place as a back-to-back exercise, ensuring that the value taken by the contracting organisation is aligned with the liability, using the same underlying measures, or other assessment format, for work within the original package, as well as any variations.

*Accruals and Liabilities*

The total liability can be defined as the total cumulative amount that would be due to that subcontractor for that package of work up to the period end-date, if no further work was to take place either on- or off-site.

It can include amounts that have not been proven as contractually due, but for which a prudent allowance (subject to the contracting organisation's policies) should be made in the liability.

An accrual is the difference between the total liability and the amount already paid to the subcontractor.

@etconp
๐Ÿ‘11โค8
๐Ÿ‘‰แˆ‚แˆแ‰ฐแŠ• แŠฅแŠ“ แ‰ฅแˆซแ‹ญแ‰ฐแŠ• แˆ†แ‰ดแˆŽแ‰ฝ แ‰  แ‹ตแˆฌแ‹ณแ‹‹ แŠฅแŠ“ แŠ แ‹ณแˆ› แ‹ณแ‰ฅแˆ แ‰ตแˆช แˆ†แ‰ดแˆŽแ‰ฝ แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‹จ67.6 แˆšแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แˆตแˆแˆแАแ‰ต แˆแŒธแˆ™

แˆ‚แˆแ‰ฐแŠ• แŠฅแŠ“ แ‰ฅแˆซแ‹ญแ‰ฐแŠ• แˆ†แ‰ดแˆŽแ‰ฝ แŠฅแŠ“ แ‰ขแ‹แАแˆต แŠƒ/แ‹จแ‰ฐ/แ‹จแŒ/แˆ›  แ‹จแŠซแ‰ฒแ‰ต 13 แ‰€แŠ• แ‰ แŠ แ‹ณแˆ› แŠฅแŠ“ แ‹ตแˆฌ แ‹ณแ‹‹ แŠจแ‰ฐแˆžแ‰ฝ แ‰ แ‹ณแ‰ฅแˆ แ‰ตแˆช แ‰ฅแˆซแŠ•แ‹ต แˆแˆˆแ‰ต แˆ†แ‰ดแˆŽแ‰ฝ แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แ‹จ67.6 แˆšแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แˆตแˆแˆแАแ‰ต แ‰ฐแˆแˆซแˆจแˆ™แข

แ‹ฐแ‰ฅแˆ แ‰ตแˆช แ‰ฃแ‹ญ แˆ‚แˆแ‰ฐแŠ• แŠ แ‹ฐแˆ› แ‰ 7,960 แˆœแ‰ตแˆญ แŠซแˆฌ แ‰ฆแ‰ณ แˆ‹แ‹ญ แ‹จแˆšแ‹ซแˆญแแŠ“ แ‰ 37.6 แˆšแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แˆˆแˆ˜แŒˆแŠ•แ‰ฃแ‰ต แŠฅแŠ•แ‹ฐแ‰ณแ‰€แ‹ฐ แ‰ฐแŒˆแˆแŒฟแˆแข

แˆ†แ‰ดแˆ‰ 188 แ‹จแŠฅแŠ•แŒแ‹ณ แˆ›แˆจแŠแ‹ซ แŠญแแˆŽแ‰ฝแŠ• แ‹ซแŠซแ‰ฐแ‰ฐ แˆฒแˆ†แŠ• แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ฑ 500 แ‹จแˆฅแˆซ แ‹•แ‹ฐแˆแŠ• แ‹ญแˆแŒฅแˆซแˆ แ‰ฐแ‰ฅแˆŽ แ‹ญแŒ แ‰ แ‰ƒแˆแข

แˆ†แ‰ดแˆ‰ แˆฅแˆซ แŠจแŒ€แˆ˜แˆจ แ‰ แŠ‹แˆ‹แˆ 366 แ‰‹แˆš แŠฅแŠ“ 80 แ‰ แŠฎแŠ•แ‰ตแˆซแ‰ต แˆ‹แ‹ญ แ‹จแ‰ฐแˆ˜แˆฐแˆจแ‰ฑ แ‹จแˆฅแˆซ แ‰ฆแ‰ณแ‹Žแ‰ฝ แ‹ญแŠ–แˆฉแ‰ณแˆแข

แ‹ฐแ‰ฅแˆ แ‰ตแˆช แ‰ฃแ‹ญ แˆ‚แˆแ‰ฐแŠ• แ‹ตแˆฌ แ‹ณแ‹‹ แ‹ฐแŒแˆž แ‰ 11,319 แˆœแ‰ตแˆญ แŠซแˆฌ แ‰ฆแ‰ณ แˆ‹แ‹ญ แ‹จแˆšแ‹ซแˆญแ แŠฅแŠ“ 30 แˆšแˆŠแ‹ฎแŠ• แ‹ถแˆ‹แˆญ แ‹ˆแŒช แŠฅแŠ•แ‹ฐแˆšแ‹ฐแˆจแŒแ‰ แ‰ต แ‰ฐแˆ˜แˆแŠญแ‰ทแˆแข

แ•แˆฎแŒ€แŠญแ‰ฑ แ‰ แŒแŠ•แ‰ฃแ‰ณแ‹ แ‹ˆแ‰…แ‰ต 400 แ‹จแˆตแˆซ แ‹•แ‹ตแˆŽแ‰ฝแŠ• แŠฅแŠ•แ‹ฒแˆแˆ แˆตแˆซ แŠจแŒ€แˆ˜แˆจ แ‰ แŠ‹แˆ‹แˆ 285 แ‰‹แˆš แŠฅแŠ“ 80 แ‰ แŠฎแŠ•แ‰ตแˆซแ‰ต แˆ‹แ‹ญ แ‹จแ‰ฐแˆ˜แˆฐแˆจแ‰ฑ แˆ แˆซแ‰ฐแŠžแ‰ฝแŠ• แ‹ญแ‰€แŒฅแˆซแˆ แ‰ฐแ‰ฅแˆŽ แ‹ญแŒ แ‰ แ‰ƒแˆแข

แˆ†แ‰ดแˆ‰ 150 แ‹จแŠฅแŠ•แŒแ‹ณ แˆ›แˆจแŠแ‹ซ แŠญแแˆŽแ‰ฝ แ‹จแˆšแŠ–แˆฉแ‰ต แˆ˜แˆ†แŠ‘แˆ แ‰ฐแŒˆแˆแŒฟแˆแข

Via Addis Standard Amharic

@etconp
โค4๐Ÿ‘4๐Ÿฅฐ1
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•

โ™ง แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

โ™ง แˆแˆตแŠญแˆซแ‰ฝแŠ• แˆตแˆซแ‰ฝแŠ•

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

โ™ง แ‹ญแ‹ฐแ‹แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

0904040477
0911016833
๐Ÿ‘4
๐Ÿ‘‰๐‘ฏ๐’๐’˜ ๐’•๐’ ๐‘ฌ๐’”๐’•๐’Š๐’Ž๐’‚๐’•๐’† & ๐‘ช๐’‚๐’๐’„๐’–๐’๐’‚๐’•๐’† ๐‘ท๐’“๐’๐’‹๐’†๐’„๐’• ๐‘ฉ๐’–๐’…๐’ˆ๐’†๐’•

๐Ÿšง๐‚๐จ๐ฌ๐ญ ๐„๐ฌ๐ญ๐ข๐ฆ๐š๐ญ๐ข๐จ๐ง

Quantitative assessment of amount likely to be spent to complete project

โบ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ ๐๐ฎ๐๐ ๐ž๐ญ

Total cost required to complete project tasks & contingency reserve for known risks

Budgeting is process, not project event Budget is developed at project start & later refined as more info becomes available about project & detailed WBS prepared

At project start, Rough Order of Magnitude (ROM) estimate created, with accuracy range -25% to +75%, result in outcomes to get initial budgetary approvals & get project off ground

ROM estimate further refined into preliminary estimates when more information becomes available

After creating detailed WBS, definitive estimates developed with accuracy range -5% to +10%.

โบ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ ๐๐ฎ๐๐ ๐ž๐ญ๐ข๐ง๐  ๐ˆ๐ฆ๐ฉ๐จ๐ซ๐ญ๐š๐ง๐œ๐ž

ใ€‹Essential to secure funding
ใ€‹Essential to make good project plan
ใ€‹Essential to manage project, as budgetary estimates address cost constraints
ใ€‹Compare actual costs against approved budget to determine variance
ใ€‹Help improve project profitability

โบ๐‚๐จ๐ฌ๐ญ ๐„๐ฌ๐ญ๐ข๐ฆ๐š๐ญ๐ข๐จ๐ง ๐Œ๐ž๐ญ๐ก๐จ๐๐ฌ

๐Ÿใ€‹๐„๐ฑ๐ฉ๐ž๐ซ๐ญ ๐ฃ๐ฎ๐๐ ๐ฆ๐ž๐ง๐ญ
Get estimates from expert (consultant/ In-house) with specialized experience understanding projectโ€™s domain area

๐Ÿใ€‹๐“๐จ๐ฉ-๐๐จ๐ฐ๐ง ๐ž๐ฌ๐ญ๐ข๐ฆ๐š๐ญ๐ข๐จ๐ง
Estimates overall project cost, then decompose whole project into smaller components & allocates part of total budget to these components

๐Ÿ‘ใ€‹๐€๐ง๐š๐ฅ๐จ๐ ๐จ๐ฎ๐ฌ ๐„๐ฌ๐ญ๐ข๐ฆ๐š๐ญ๐ข๐จ๐ง

Look at historical data from previous similar projects to drive estimate for current project

๐Ÿ’ใ€‹๐๐š๐ซ๐š๐ฆ๐ž๐ญ๐ซ๐ข๐œ ๐„๐ฌ๐ญ๐ข๐ฆ๐š๐ญ๐ข๐จ๐ง
Use historical data from previous projects to calculate cost estimate for current project, using mathematical formula & statistical relationship between different variables to estimate complete project cost

๐Ÿ“ใ€‹๐๐จ๐ญ๐ญ๐จ๐ฆ-๐ฎ๐ฉ ๐„๐ฌ๐ญ๐ข๐ฆ๐š๐ญ๐ข๐จ๐ง

Estimate WBS smaller components, aggregate them to calculate project budget

๐Ÿ”ใ€‹๐“๐ก๐ซ๐ž๐ž-๐ฉ๐จ๐ข๐ง๐ญ ๐„๐ฌ๐ญ๐ข๐ฆ๐š๐ญ๐ข๐จ๐ง

Done by taking average of 3 different estimates to calculate expected cost

โ€ขOptimistic(O): Best-case scenario
โ€ขPessimistic(P): Worst-case scenario
โ€ขMost likely(M): Realistic scenario

โบExpected cost (E) driven using:

ใ€‹Triangular Distribution Formula
E= (O+P+M)/3

ใ€‹Beta Distribution Formula
E= (O+P+4*M)/6

โ–ถ๏ธ๐๐ซ๐จ๐ฃ๐ž๐œ๐ญ ๐๐ฎ๐๐ ๐ž๐ญ ๐ƒ๐ž๐ฏ๐ž๐ฅ๐จ๐ฉ๐ฆ๐ž๐ง๐ญ ๐’๐ญ๐ž๐ฉ๐ฌ

ใ€‹Prepare ROM budget at project start utilising top-down or analogous estimation techniques
ใ€‹Get initial budget approval
ใ€‹Create WBS & define work packages
ใ€‹Decompose work packages into activities
ใ€‹Estimate each work package cost
ใ€‹Add contingency reserve
ใ€‹Create sum total of work package cost estimates
ใ€‹Add project-level contingency reserves as required
ใ€‹Refine budget further to reconcile with initial budgetary estimates & constraints
ใ€‹Get approval on final budget
ใ€‹Refine budget in case any changes impact project.

@etconp
๐Ÿ‘18๐Ÿ”ฅ1
๐Ÿ‘‰Claim Analysis Related to Quantities, Man-Hours, and Costs: A Step-by-Step Guide*

๐Ÿ“œIntroduction

โบClaims analysis related to quantities, man-hours, and costs is a critical aspect of construction projects.

โบThis article provides a detailed guide to performing a claims analysis, whether preparing a claim or defending against one.

๐ŸทObtaining and Reviewing Contractor's Bid and Budget*

1. *Obtain and Review Bid Estimate Calculations and Assumptions*: Obtain and review the contractor's bid and bid estimate calculations and assumptions, including productivity, material quantities, labor rates, contingency, field and home office overhead amounts, and profit.
2. *Determine Reasonableness of Bid*: Determine if the bid was reasonable, or if there could have been an underbid or bid error.
3. *Obtain and Review Budget and Revised Budget Information*: Obtain and review the contractor's budget and revised budget information, including quantity, man-hour, and cost data and underlying assumptions, noting any differences from the bid estimate.

๐Ÿ”ฐAnalyzing Quantities, Man-Hours, and Costs

1. *Obtain and Review Actual Quantity, Man-Hour, and Costs Data*: Obtain and review the contractor's actual quantity, man-hour, and costs data.
2. *Determine Extent of Additional Work*: Determine the extent to which the contractor coded its additional man-hours and costs to discrete change-related cost codes.
3. *Evaluate Work Breakdown Structure (WBS) Coding*: Evaluate the contractor's WBS coding and/or cost account structure to determine if claims can be assessed by discipline, work area, timeframe, etc.

โญ๏ธPreparing Variance Analyses*

1. *Prepare Quantity Variance Analysis*: Prepare a quantity variance analysis by material type or detailed WBS/cost account to determine which types of materials had significant variances when planned and actual quantities are compared.
2. *Prepare Man-Hour Variance Analysis*: Prepare a man-hour variance analysis, comparing budgeted and actual man-hours at the most detailed level of the information available.
3. *Prepare Cost Variance Analysis*: Prepare a cost variance analysis, comparing budgeted and actual costs at the most detailed level of the information available.

๐ŸšงPreparing Disruption or Loss of Productivity Claim*

1. *Confirm Contemporaneous Estimates*: Confirm contemporaneous estimates included in the change order documentation.
2. *Evaluate Additional Costs*: Evaluate and confirm additional costs using invoices and/or labor man-hours and costs from discrete change-related accounts.
3. *Estimate Extent of Additional Work*: Estimate the extent of the additional work.

๐ŸšงPreparing Prolongation or Delay Claim*

1. *Quantify Time-Related Field Overhead Costs*: Quantify the contractor's average time-related field overhead costs by day, week, or month.
2. *Calculate Delay Damages*: Calculate the contractor's delay damages using the results of the schedule analysis for compensable delay.

๐ŸšงPreparing Narratives and Supporting Documentation*

1. *Prepare Narratives*: Prepare narratives with supporting documentation that describe the information utilized, the problems encountered, the analyses performed, and the results of the damages calculations.

@etconp
๐Ÿ‘18โค6๐Ÿ‘3
๐Ÿ‘‰แ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซแ‹ แŠฅแŠ“ แ‹‹แАแŠ›แ‹ แ‹“แˆˆแˆ›แ‰€แ‹แ‹Šแ‹ แˆ˜แˆตแˆแˆญแ‰ต แ‹จแ‰แˆ˜แ‰ต (แŠจแแ‰ณ) แˆญแ‹แˆ›แŠ” แˆฒแˆ†แŠ• แŠฅแŠ•แ‹ฐ  แ‹จแˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แˆ•แŠ•แƒแ‹Žแ‰ฝ แŠฅแŠ“ แ‹จแŠจแ‰ฐแˆ› แˆ˜แŠ–แˆชแ‹ซ แˆ˜แˆ›แŠญแˆญแ‰ต  แˆ˜แˆตแˆแˆญแ‰ต

1. แŠ แŠ•แ‹ต แˆ…แŠ•แŒป แˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แˆˆแˆ˜แ‰ฃแˆ แ‰ขแ‹ซแŠ•แˆต 150 แˆœแ‰ตแˆญ แ‹ˆแ‹ญแˆ 492แŒซแˆ› แˆญแ‹แˆ›แŠ” แˆŠแŠ–แˆจแ‹ แ‹ญแŒˆแ‰ฃแˆแข

2. แŠ แŠ•แ‹ต แˆ…แŠ•แŒป แˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แˆˆแˆ˜แ‰ฃแˆ 150 แˆœแ‰ตแˆญ แŠจแแ‰ณ แˆ›แˆŸแˆ‹แ‰ต แ‰ แˆซแˆฑ แ‰ แ‰‚ แŠ แ‹ญแ‹ฐแˆˆแˆ แ‹จแˆšแŠจแ‰ฐแˆ‰แ‰ต แˆแˆˆแ‰ต แАแŒฅแ‰ฆแ‰ฝ แŠ แ‰ฅแˆจแ‹ แˆ˜แˆŸแˆ‹แ‰ต แŠ แˆˆแ‰ฃแ‰ธแ‹แข แŠจแแ‰ณ (Height)... integrity (แˆ˜แ‹‹แ‰…แˆญ) แŠฅแŠ“ แŠ แŒˆแˆแŒแˆŽแ‰ต แŠ แˆฐแŒฃแ‰ต (Functionality)
แ‹จแˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แŽแ‰†แ‰ฝ แ‹ˆแˆˆแˆŽแ‰น (storey) แˆˆแ‰ฐแˆˆแ‹ซแ‹ฉ แŠ แŒˆแˆแŒแˆŽแ‹ฎแ‰ฝ แˆ˜แ‹‹แˆ แŠ แˆˆแ‰ฃแ‰ธแ‹ แˆˆแˆแˆณแˆŒ แŠจแŠแˆ‰ แˆˆแˆ˜แŠ–แˆชแ‹ซแฃ แŠจแŠแˆ‰ แˆˆแŠ•แŒแ‹ต แ‹ˆแ‹ญแˆ แˆˆแ‰ขแˆฎ แŠ แŒˆแˆแŒแˆŽแ‰ต แ‹จแˆšแ‹แˆ‰ แ‰ฅแ‹™ แŽแ‰†แ‰ฝ แˆŠแŠ–แˆฉแ‰ต แ‹ญแŒˆแ‰ฃแˆแข  300แˆœแ‰ตแˆญ แˆ†แŠ– แˆˆแˆ˜แŠ–แˆชแ‹ซ แ‰ฅแ‰ป แŠจแ‹‹แˆˆ แˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แŠ แ‹ญแ‰ฃแˆแˆแข

โบแˆตแˆˆแ‹šแˆ… แŠ แŠ•แ‹ต แˆ•แŠ•แƒ แŠฅแŠ•แ‹ฐ แˆฐแˆ›แ‹ญ แŒ แ‰€แˆต แŽแ‰†แ‰ฝ แ‰ แ‹ญแ‹ แŠฅแŠ•แ‹ฒแ‰ณแ‹ˆแ‰… แ‰ขแ‹ซแŠ•แˆต 150 แˆœแ‰ตแˆญ แ‰แˆ˜แ‰ต แ‹ซแˆˆแ‹ แŠฅแŠ“ แˆ˜แ‹‹แ‰…แˆซแ‹Š แŠฅแŠ“ แ‹จแ‰ฐแŒแ‰ฃแˆญ แˆ˜แˆตแˆแˆญแ‰ถแ‰ฝแŠ• แˆ›แˆŸแˆ‹แ‰ต แŠ แˆˆแ‰ แ‰ตแข

๐Ÿ“œแˆ›แŒฃแ‰€แˆป แŠซแˆตแˆแˆˆแŒ‹แ‰ฝแˆแฅ

1. CTBUH (Council on Tall Buildings and Urban Habitat)

2. Emporis Standards (Previously used for skyscraper databases)

Via Eng Galma Guyo

@etconp
๐Ÿ‘11โค4
๐Ÿ‘‰แ‰  แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆแˆ…แŠ•แ‹ตแˆตแŠ“แ‹ แ‹˜แˆญแ แ‹จแˆฐแˆˆแŒ แŠ‘ แ‹ˆแŒฃแ‰ถแ‰ฝ แŒ€แˆญแˆ˜แŠ•แŠ› แ‰‹แŠ•แ‰‹ แˆฐแˆแŒฅแАแ‹ แ‰ แŒ€แˆญแˆ˜แŠ• แˆ€แŒˆแˆญ แ‰ แˆ™แ‹ซแ‰ธแ‹ แ‹จแˆšแˆฐแˆฉแ‰ แ‰ต แŠฅแ‹ตแˆ แˆ˜แˆ˜แ‰ปแ‰ธแ‰ฑ แ‰ฐแŠ“แŒˆแˆจแกแก

แŠจแ‹ฉแŠ’แ‰จแˆญแˆตแ‰ฒ แˆแˆฉแ‰ƒแŠ• แ‰ฃแˆˆแˆ แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‹˜แˆญแ แ‰ แ‰ดแŠญแŠ’แŠญแŠ“ แˆ™แ‹ซ แ‹จแˆฐแˆˆแŒ แАแˆ แ‹จแŠฅแ‹ตแˆ‰ แ‰ฐแŒ แ‰ƒแˆš แ‹ญแˆ†แŠ“แˆ แ‰ฐแ‰ฅแˆแˆแกแก

แŠฅแ‹ตแˆ‰แŠ• แŠ แŒแŠแ‰ถ แ‰ แŒ€แˆญแˆ˜แŠ• แ‹จแˆตแˆซ แˆ‹แ‹ญ แˆตแˆแŒ แŠ“ แ‹จแˆšแŒ€แˆแˆญ แŠขแ‰ตแ‹ฎแŒตแ‹ซแ‹Š แˆ˜แАแˆป แ‹จแ‹ˆแˆญ แ‹ฐแˆžแ‹ 1 แˆบแˆ… 80 แ‹ฉแˆฎ แ‹ญแˆ†แŠ“แˆ แ‰ฐแ‰ฅแˆแˆแกแก

แ‰ แ‹จแ‹“แˆ˜แ‰ฑ แ‹ฐแˆ˜แ‹ˆแ‹™ แŠฅแŠ•แ‹ฐแˆšแŒจแˆแˆญ แŠฅแŠ“ แ‰ฐแŒˆแ‰ขแ‹ แŠขแŠ•แˆนแˆซแŠ•แˆตแˆ แŠ แŠ•แ‹ฐแˆšแŒˆแ‰ฃแˆˆแ‰ต แ‰ฐแАแŒแˆฏแˆแกแก

แ‹จแŒ€แˆญแˆ˜แŠ• แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŒแ‹ดแˆฌแˆฝแŠ• แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹ญแ‹ แ‹ซแ‹ฐแˆจแŒˆแ‹ แŠ แ‹ฒแˆต แ•แˆฎแŒ„แŠญแ‰ต แŠ แŠ•แ‹ฑ แŠ แˆ‹แˆ›แˆ แ‹ญแŠธแ‹ แˆ˜แˆ†แŠ‘แŠ• แˆฐแˆแ‰ฐแŠ“แˆ แกแก

แˆแŠ•แŒญแก แˆธแŒˆแˆญ แŠคแ แŠคแˆ

@etconp
๐Ÿ‘51โค2
แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆตแˆซแ‹Žแ‰ฝ แŠฎแˆญแ–แˆฌแˆฝแŠ• แ‹›แˆฌ แ‹จแŠซแ‰ฒแ‰ต 15 แ‰€แŠ• 2017 แ‹“.แˆ แ‰ƒแˆŠแ‰ฒ แ‰ แˆšแŒˆแŠ˜แ‹ แ‹จแŠฎแˆญแ–แˆฌแˆฝแŠ‘ แ“แˆซแ‹ณแ‹ญแ‹ แˆ˜แˆฐแ‰ฅแˆฐแ‰ขแ‹ซ แŠ แ‹ณแˆซแˆฝ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แŠ แˆแƒแ€แˆ แ‹™แˆญแ‹ซ แ‹แ‹ญแ‹ญแ‰ต แ‰ แˆ˜แŠซแˆ„แ‹ต แˆ‹แ‹ญ แ‹ญแŒˆแŠ›แˆแข

แ‹จแŠฎแˆญแ–แˆฌแˆฝแŠ‘ แ‹‹แŠ“ แˆตแˆซ แŠ แˆตแˆแƒแˆš แŠขแŠ•แŒ‚แАแˆญ แ‹ฎแŠ“แˆต แŠ แ‹ซแˆŒแ‹ แ‰ แˆตแА แˆตแˆญแ‹“แ‰ฑ แˆ‹แ‹ญ แŠฅแŠ•แ‹ฐแŒˆแˆˆแแ‰ต แŠฎแŠ•แ‰ตแˆซแ‰ต แ‹‹แŒ‹แ‰ธแ‹ แŠจ45.2 แ‰ขแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‹‹แŒ‹ แ‹ซแˆ‹แ‰ธแ‹ แŠจ57 แ‰ แˆ‹แ‹ญ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝแŠ• แŠฅแ‹จแŒˆแАแ‰ฃ แŠฅแŠ•แ‹ฐแˆšแŒˆแŠแˆ แŒˆแˆแ€แ‹‹แˆแข

แŠฎแˆญแ–แˆฌแˆฝแŠ‘ แ‰ แŒแˆ›แˆฝ แ‹“แˆ˜แ‰ต แ‹แˆตแŒฅ แŠจแŒแŠ•แ‰ฃแ‰ณ แˆตแˆซแ‹Žแ‰ฝ แฃ แŠจแŒแ‰ฅแ‹“แ‰ต แˆแˆญแ‰ต แˆฝแ‹ซแŒญ แŠฅแŠ“ แŠจแˆŒแˆŽแ‰ฝ แ‹จแŒˆแ‰ข แˆแŠ•แŒฎแ‰ฝ แŠจ7.5  แ‰ขแˆŠแ‹จแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แŒˆแ‰ข แ‹ซแŒˆแŠ˜ แˆฒแˆ†แŠ• แŠฎแˆญแ–แˆฌแˆฝแŠ‘ แ‰ แ‰ฐแŒ แ‰€แˆฐแ‹ แŒŠแ‹œ แ‹แˆตแŒฅ 881.6 แˆšแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แ‹ซแˆแ‰ฐแŒฃแˆซ แ‰ตแˆญแ แˆ›แŒแŠ˜แ‰ต แŠฅแŠ•แ‹ฐแ‰ปแˆˆแˆ แАแ‹ แ‹จแ‰ฐแАแŒˆแˆจแ‹แข

แŠฎแˆญแ–แˆฌแˆฝแŠ‘ แ‹จ2017 แ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซ แˆตแ‹ตแˆตแ‰ต แ‹ˆแˆซแ‰ต แŠ แŒ แ‰ƒแˆ‹แ‹ญ แˆตแˆซ แŠ แˆแƒแƒแˆ แ‹แŒคแ‰ต 85 แ‰ แˆ˜แ‰ถ แŠฅแŠ•แ‹ฐแˆ†แАแˆ แ‰ณแ‹แ‰‹แˆแข

@etconp
๐Ÿ‘7
๐Ÿ‘‰What Is The Purpuse of Liquid Limit and Plastic Limit Test of Soil in lab?

โญ๏ธThe Liquid Limit (LL) and Plastic Limit (PL) tests are essential laboratory tests used to determine the engineering properties of fine-grained soils, particularly clays.

๐ŸทHere's an overview of their purposes:

๐Ÿ”ฐ1. Liquid Limit (LL) Test:

โบ- Purpose: The Liquid Limit test measures the water content at which a soil changes from a plastic state to a liquid state. This is crucial for understanding the consistency and behavior of the soil when subjected to varying moisture conditions.

โบ- Significance: It helps in classifying soils (e.g., according to the Unified Soil Classification System) and is important for assessing the soil's suitability for construction projects. High liquid limits indicate soils that may be more challenging to work with, as they can become very fluid when wet.

๐Ÿ”ฐ2. Plastic Limit (PL) Test:

โบ- Purpose: The Plastic Limit test determines the water content at which a soil transitions from a plastic state to a semi-solid state. It indicates the moisture level at which the soil can no longer be deformed without breaking.

โบ- Significance: The Plastic Limit is used alongside the Liquid Limit to calculate the Plasticity Index (PI), which is a measure of the plasticity of the soil.

โ‡๏ธThis information is vital for predicting the behavior of soil under load and its sensitivity to changes in moisture content.

๐Ÿ“œTogether, the LL and PL tests provide critical insights into the engineering properties of soils, aiding in the design and analysis of foundations, earth structures, and other geotechnical applications.

@etconp
๐Ÿ‘21โค5
Which of the following admixtures is used to reduce the water content in a concrete mix while maintaining workability?
Anonymous Quiz
10%
Air-entraining admixture
63%
Water-reducing admixture
17%
Accelerating admixture
11%
Retarding admixture
๐Ÿ‘20๐Ÿ‘3