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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ”ง๐Ÿ“๐Ÿ“แ€แŒแˆฝ แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต ๐Ÿ“๐Ÿ“  
                 แˆ˜แˆ›แˆแˆจแ‰ป แ‹ตแˆญแŒ…แ‰ตโš™๐Ÿ”ง๐Ÿ› 


๐Ÿ› ๐Ÿ› ๐Ÿ› แ‹จแˆแŠ•แˆฐแŒฃแ‰ธแ‹ แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ๐Ÿ› ๐Ÿ› ๐Ÿ› 

1 แˆ˜แŒˆแˆˆแŒซแ‰ฝแŠ• แ‹จแˆ†แАแ‹ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝ

2 แŠฅแ‹ฒแˆแˆ แ•แˆŒแ‰ต แŠจ 1แˆšแˆŠแˆ แŠฅแˆตแŠจ 30 แˆšแˆŠแˆ แŠฅแŠ•แ‰†แˆญแŒฃแˆˆแŠ• แŠฅแ‰ แˆณแˆˆแŠ•

3 แ‰ แˆ˜แ‰€แŒ แˆ แŒ„แ‰ฆแˆแ‰ต 12แˆš แŠฅแˆตแŠจ 32แ‹ตแˆจแˆต แŒฅแˆญแˆต แŠ แ‹แŒฅแ‰ฐแŠ• แŠ แŒฅแˆแŠ• แŠฅแŠ“แ‰€แˆญแ‰ฃแˆˆแŠ•

4 แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แ‰ฆแˆแ‰ถแ‰ฝ แ‰ แˆแˆˆแŒ‰แ‰ต แˆ˜แŒฅแŠ•

                แˆ˜แŒˆแŠ›แ‰ฝแŠ•


แ‰1แ‰ แŠฅแŒ†แ‰ต แ‰ฃแˆˆ แˆตแˆแŠญ แˆˆแŠ“แ‰ฐ แ‰…แˆญแ‰ฅ

แ‰2 แ‰ แ‰ณแ‰ณแˆชแ‹Žแ‰ฝ แˆ˜แŒˆแŠ› แŠฎแˆญแ‰ป แ‰ฐแˆซ

แ‰3 แŠ แ‹จแˆญ แŒคแŠ“ แŠชแ‹ณแŠ• แˆแˆ…แˆจแ‰ต แŒŠแ‰ข แˆ›แŠ•แŠ›แ‹แˆ แˆแˆœแˆซ   
      แŠฅแ‹›แ‹ แ‰ แ‹˜แˆ˜แŠ“แ‹Š แˆ›แˆฝแŠ• แŠฅแ‰†แˆญแŒฃแˆˆแŠ•
แ‰  4 แˆดแˆšแ‰ต แแ‹จแˆ แ‰คแ‰ต แ‰ แ‰…แˆญแ‰ฃ แ‰ฃแˆซแ‰ฑแˆ แŠ แ‰…แŒฃแŒซ

แˆ›แˆณแˆฐแ‰ฅแ‹ซ

แŠจแŒŠแ‹œแ‹ แŠ แŠ•แƒแˆญ แ‹จแ‹‹แŒ‹ แŠ•แˆจแ‰ต แŠซแˆณแˆฐแ‰ฆแ‰ต แŠฅแŠ›แŒ‹ แŠฅแˆšแŒˆแˆญแˆ แˆ˜แแ‰ตแˆ„ แŠ แˆˆ แ‰ แˆ›แ‹ซแˆตแ‰กแ‰ต แˆ˜แˆแŠญ แˆตแˆซแ‹ŽแŠ• แ‹ญแˆฐแˆซแˆ‰ แ‹ญแ‹ฐแ‹แˆ‰

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แˆ˜แˆแŠซแˆ แˆตแˆซ แˆˆแˆซแˆต แАแ‹ แ‰ธแˆญ แ‹ญแŒแŒ แˆ›แ‰น แ€แŒแˆฝ   
แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต!
๐Ÿ‘2โค1
๐Ÿ‘‰Challenging Liquidated Damages

๐Ÿ’ซContractors and subcontractors may attempt to challenge the amount of damages to be levied closer to the time they are deducted rather than when signing the contract.

โบTo overcome this challenge, the employer must prove that the damages included in the contract were a genuine pre-estimate of the loss at the time the damages were calculated.

*Key Principles*

- *Genuine Pre-Estimate*: The employer must demonstrate that the damages were a genuine pre-estimate of the loss.
- *Irrelevance of Actual Cost*: The actual cost of damages incurred by the employer is irrelevant.
- *Exclusive Remedy*: Liquidated damages are an exclusive remedy, and the employer cannot revisit and increase the level of damages deducted if the actual loss suffered is greater.

*Challenging Damages During Tender Negotiations*

โบIf the contractor does not consider the level of damages to be reasonable, it can be challenged during tender negotiations rather than after the contract has been signed.

*Early Possession or Take-Over*

Challenges may arise where there is early possession or take-over of a part of the work by the employer. Contracts generally allow for this proportion of the value of works to be considered so that full damages are not deducted.

*Practical Completion and Damages*

At the end of a project, the date of completion or practical completion is often subject to some debate. In practice, the date of achieving practical completion is sometimes agreed and formalised some time after the actual event occurred.

*Unliquidated Damages*

If the relevant section of the contract is left blank, unliquidated damages will apply. Therefore, it will be for the employer and their representatives to collate records and prove actual loss.

*Inserting 'Nil' in the Contract*

If 'nil' is inserted in the relevant section of the contract, the employer will not be entitled to either liquidated or unliquidated damages. This should be advised against as it significantly reduces the contractor's incentive to complete the works by the completion date and prevents the employer from recovering losses.

*Recovery of Liquidated Damages*

Under JCT contracts, recovery of liquidated damages is separate from the interim payment procedures, and therefore would normally be dealt with by the issue of a 'pay-less notice' by the employer, rather than being included in an interim valuation.

*Mechanism for Amending Completion Date*

Where there is no mechanism in the contract to award an extension to the completion date, the employer cannot benefit if they are responsible for the delay through items such as delayed possession or changes to the scope of work, for example.

*Payment by Contractor to Employer*

At the end of a project, the level of damages to be deducted may exceed payments outstanding to the contractor. In this instance, the contractor would have to make a payment to the employer. The relevant provisions in the contract should be reviewed in this instance, as they may well cover contractor payment to the employer.

@etconp
โค5๐Ÿ‘4
๐Ÿ‘‰แŒฅแ‹ซแ‰„แฆ แ‹จแˆ€แŒˆแˆซแ‰ฝแŠ• แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠขแŠ•แ‹ฑแˆตแ‰ตแˆช แŠจแˆšแ‰€แ‰ แˆ‹แ‰ธแ‹ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ•แŒŽแ‰ฝ แŠฅแŠ“ แˆ˜แˆ˜แˆชแ‹ซแ‹Žแ‰ฝ แ‹แˆตแŒฅ ยซแ‹ตแŒ‹แˆœ แŒจแˆจแ‰ณ แˆณแ‹ญแ‹ˆแŒฃ แ‹ˆแ‹ญแˆ แ‹จแ‹แˆ แˆฐแАแ‹ต แ‰ แŠ แ‹ฒแˆต แˆณแ‹ญแˆปแˆปแˆ แ‹จแ‹‹แŒ‹ แˆ›แˆปแˆปแ‹ซ แˆ›แ‹ตแˆจแŒ แˆตแˆˆแˆšแ‰ปแˆแ‰ แ‰ต แˆ˜แŠ•แŒˆแ‹ตยป แ‰ แˆ˜แ‰ฐแŠ•แ‰ฐแŠ• แˆฒแ‹ซแˆตแ‰€แˆแŒก แŠ แ‹ฒแˆฑ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹‹แŒ‹ แ‰€แ‹ตแˆž แŠจแАแ‰ แˆจแ‹ แ‹‹แŒ‹ แ‹ซแˆˆแ‹ แŒญแˆ›แˆช แŠฅแˆตแŠจ 25% แ‹ตแˆจแˆต แ‰ฅแ‰ป แŠจแˆ†แА แАแ‹ แ‹จแˆšแˆ แŒˆแ‹ฐแ‰ฅ แŠ แˆตแ‰€แˆแŒ แ‹‹แˆแข

แˆ€) แŠฅแ‹แАแ‰ต
แˆˆ) แˆแˆฐแ‰ต

๐Ÿ“ฉแˆ˜แˆแˆณแ‰ฝแˆแŠ• แ‰ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ต แˆ˜แˆตแŒซ (Comment box) แŠ แŒ‹แˆฉแŠ•แข

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๐ŸŒŸแ‹จ YOUTUBE แ‰ปแŠ“แˆ‹แ‰ฝแŠ• แˆˆแˆ˜แ‰€แˆ‹แ‰€แˆ๐Ÿ‘‡

https://youtube.com/@ethiopianconstruction?si=i3B2u9LyWBNjqAAO
๐Ÿ‘8โค5
๐Ÿ‘‰แ‹จแˆฒแˆšแŠ•แ‰ถ แŒแ‰ฅแ‹ญแ‰ต แˆ‹แ‹ญ แ‰ แ‰ฐแ‹ˆแˆฐแ‹ฐ แ‹จแŠ แˆฐแˆซแˆญ แˆตแˆญแ‹“แ‰ต แˆ›แˆปแˆปแ‹ซ แ‹‹แŒ‹แ‹ แ‰ แŒแˆ›แˆฝ แ‰€แŠ•แˆทแˆ โ€“ แŠซแˆณแˆแŠ• แŒŽแŒ (แ‹ถ/แˆญ)

๐Ÿšงแ‹จแˆฒแˆšแŠ•แ‰ถ แŒแ‰ฅแ‹ญแ‰ต แˆ‹แ‹ญ แ‰ แ‰ฐแ‹ˆแˆฐแ‹ฐ แ‹จแŠ แˆฐแˆซแˆญ แˆตแˆญแ‹“แ‰ต แˆ›แˆปแˆปแ‹ซ แ‹จแ‰ฐแˆจแŒ‹แŒ‹ แŠ แ‰…แˆญแ‰ฆแ‰ตแŠ“ แŒแ‰ฅแ‹ญแ‰ต แŠฅแŠ•แ‹ฒแŠ–แˆญ แŠจแˆ›แ‹ตแˆจแŒ แ‰ฃแˆปแŒˆแˆญ แ‹‹แŒ‹แ‹ แ‰ แŒแˆ›แˆฝ แŠฅแŠ•แ‹ฒแ‰€แŠ•แˆต แˆ˜แ‹ฐแˆจแŒ‰แŠ• แ‹จแŠ•แŒแ‹ตแŠ“ แ‰€แŒฃแŠ“แ‹Š แ‰ตแˆตแˆตแˆญ แˆšแŠ’แˆตแ‰ตแˆญ แŠซแˆณแˆแŠ• แŒŽแŒ (แ‹ถ/แˆญ) แŒˆแˆˆแŒนแกแก

แˆšแŠ’แˆตแ‰ตแˆฉ แ‰ แˆ›แˆ…แ‰ แˆซแ‹Š แ‰ตแˆตแˆตแˆญ แŒˆแŒปแ‰ธแ‹รท แ‹จ2017 แ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซ แŠ แŒ‹แˆ›แˆฝ แ‹จแŒแ‹ฐแˆซแˆแŠ“ แ‹จแŠญแˆแˆŽแ‰ฝ แ‹จแŠ•แŒแ‹ต แ‹˜แˆญแ แ‹•แ‰…แ‹ต แŠ แˆแŒปแŒธแˆ แŒแˆแŒˆแˆ› แ‰ แˆ›แ‹•แŠจแˆ‹แ‹Š แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠญแˆแˆ แˆแˆตแˆซแ‰… แŒ‰แˆซแŒŒ แ‹žแŠ• แ‰กแ‰ณแŒ…แˆซ แŠจแ‰ฐแˆ› แ‹›แˆฌ แŠ แŠซแˆ‚แ‹ฐแŠ“แˆ แ‰ฅแˆˆแ‹‹แˆแกแก

แ‰ 6 แ‹ˆแˆซแ‰ต แ‰ แˆ€แŒˆแˆญ แŠ แ‰€แ แ‹ฐแˆจแŒƒ 2 แˆšแˆŠแ‹จแŠ• 50 แˆบแˆ… แ‰ แˆ‹แ‹ญ แ‹จแŠ•แŒแ‹ต แˆแ‹แŒˆแ‰ฃแŠ“ แˆแ‰ƒแ‹ต แŠ แŒˆแˆแŒแˆŽแ‰ต แ‰ แŠฆแŠ•แˆ‹แ‹ญแŠ• แˆ˜แˆฐแŒ แ‰ฑแŠ• แŒˆแˆแŒธแ‹‹แˆแกแก

แŠจแŒ แ‰…แˆ‹แˆ‹แ‹ แˆ€แŒˆแˆซแ‹Š แ‹จแ‹ˆแŒช แŠ•แŒแ‹ต 3 แАแŒฅแ‰ฅ 28 แ‰ขแˆŠแ‹จแŠ• แ‹จแŠ แˆœแˆชแŠซแŠ• แ‹ถแˆ‹แˆญ แŒˆแ‰ข แˆ˜แŒˆแŠ˜แ‰ฑแŠ• แŒˆแˆแŒธแ‹แค แ‹ญแˆ…แˆ แŠซแˆˆแˆแ‹ แ‹“แˆ˜แ‰ต แŒ‹แˆญ แˆฒแАแƒแ€แˆญ 1 แАแŒฅแ‰ฅ 71 แ‰ขแˆŠแ‹จแŠ• แ‹ถแˆ‹แˆญ แ‰ฅแˆแŒซ แŠฅแŠ•แ‹ณแˆˆแ‹ แŒ แ‰แˆ˜แ‹‹แˆแข

แ‹จแ‰…แ‹ณแˆœแŠ“ แŠฅแˆแ‹ต แŒแ‰ฅแ‹ญแ‰ต แˆ›แ‹•แŠจแˆ‹แ‰ตแŠ• 1 แˆบแˆ… 213 แˆ›แ‹ตแˆจแˆต แˆ˜แ‰ปแˆ‰แŠ•แˆ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

แ‹จแˆฒแˆšแŠ•แ‰ถ แŒแ‰ฅแ‹ญแ‰ต แˆ‹แ‹ญ แ‰ แ‰ฐแ‹ˆแˆฐแ‹ฐ แ‹จแŠ แˆฐแˆซแˆญ แˆตแˆญแ‹“แ‰ต แˆ›แˆปแˆปแ‹ซ แ‹จแ‰ฐแˆจแŒ‹แŒ‹ แŠ แ‰…แˆญแ‰ฆแ‰ตแŠ“ แŒแ‰ฅแ‹ญแ‰ต แŠฅแŠ•แ‹ฒแŠ–แˆญ แŠจแˆ›แ‹ตแˆจแŒ แ‰ฃแˆปแŒˆแˆญ แ‹‹แŒ‹แ‹ แ‰ แŒแˆ›แˆฝ แŠฅแŠ•แ‹ฒแ‰€แŠ•แˆต แˆ˜แ‹ฐแˆจแŒ‰แŠ•แˆ แŒ แ‰…แˆฐแ‹‹แˆแกแก

แ‰ แˆตแ‹ตแˆตแ‰ต แ‹ˆแˆฉ แ‹“แˆˆแˆ แŠ แ‰€แ แŒฅแˆซแ‰ฑแŠ• แ‹จแŒ แ‰ แ‰€ แ‹จแŒฅแˆซแ‰ต แˆ˜แŠ•แ‹ฐแˆญ แ‰ 7 แАแŒฅแ‰ฅ 2 แ‰ขแˆŠแ‹จแŠ• แ‰ฅแˆญ แ‰ แˆ‹แ‹ญ แ‰ แˆ†แА แ‹ˆแŒช แ‰ฐแŒˆแŠ•แ‰ฅแ‰ถ แ‹ˆแ‹ฐ แˆตแˆซ แˆ˜แŒแ‰ฃแ‰ฑแŠ• แŒ แ‰…แˆฐแ‹รท แ‰ แ‰ฐแ‰‹แˆ™ แ‰…แŒฅแˆญ แŒแ‰ข 730 แŠซแˆฌ แˆœแ‰ตแˆญ แ‰ฆแ‰ณ แˆ‹แ‹ญ แ‹ซแˆจแˆ แ‹จแ‹ˆแŒช แŠ•แŒแ‹ต แˆ›แˆณแ‹ซ แˆ›แ‹•แŠจแˆ แ‰ฐแŒˆแŠ•แ‰ฅแ‰ถ แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซแŠ• แ‹จแŠ•แŒแ‹ตแŠ“ แŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แŠ แ‰…แˆžแ‰ฝแŠ• แ‰ แˆ›แˆตแ‰ฐแ‹‹แ‹ˆแ‰… แˆ‹แ‹ญ แŠฅแŠ•แŒˆแŠ›แˆˆแŠ• แ‰ฅแˆˆแ‹‹แˆแกแก

แ‹“แˆˆแˆ แŠ แ‰€แ แ‹จแŠ•แŒแ‹ต แ‰ตแˆตแˆตแˆญแŠ• แ‰ แˆ›แŒ แŠ“แŠจแˆญ แŠ แˆตแ‰ฐแˆ›แˆ›แŠ แ‹จแŒˆแ‰ แ‹ซ แŠฅแ‹ตแˆ แŠจแˆ˜แแŒ แˆญ แŠ แŠ•แŒปแˆญ แ‹จแŠ แแˆชแŠซ แŠ แˆ…แŒ‰แˆซแ‹Š แАแŒป แŠ•แŒแ‹ต แ‰€แŒฃแŠ“ แˆตแˆแˆแАแ‰ตแŠ• แ‰ฐแŒแ‰ฃแˆซแ‹Š แˆˆแˆ›แ‹ตแˆจแŒแˆ แŠฅแ‹จแ‰ฐแˆฐแˆซ แˆ˜แˆ†แŠ‘แŠ• แŠ แŠ•แˆตแ‰ฐแ‹‹แˆแกแก

Via FBC

@etconp
๐Ÿ‘13โค4
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•

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

0904040477
0911016833
๐Ÿ‘4๐Ÿ‘2โค1
Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC, SIMENTEK, Sika, Weber

โ— Concrete Admixtures
โ— Bonding Agents
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Tel: 0961955555 or 0944774267
Address: Signal, around signal mall
๐Ÿ‘7โค1๐Ÿฅฐ1
๐Ÿ‘‰Responding 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.

Hereโ€™s why this matters:
A well-structured response not only demonstrates the reviewerโ€™s 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.

๐Ÿ”‘ Key Elements of a Professional Claim Response:

1๏ธโƒฃ 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๏ธโƒฃ 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๏ธโƒฃ 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๏ธโƒฃ 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 isnโ€™t just a document. Itโ€™s a reflection of your professionalism and expertise. By following these principles, you increase the chances of your determinations being respected and accepted.

@etconp
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๐Ÿ‘‰Max of MDD and OMC?

๐ŸทThe 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๏ธThe 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 essentialโ€”too 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
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Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC, SIMENTEK, Sika, Weber

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