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๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
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๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ‘‰แŠจ95 แ‰ แˆ‹แ‹ญ แ‹จแˆ˜แŠ•แŒˆแ‹ต แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แŒแŠ•แ‰ฃแ‰ณแ‰ธแ‹ แˆ˜แ‰‹แˆจแŒก แ‰ฐแАแŒˆแˆจ

แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แŠ แŠซแ‰ฃแ‰ขแ‹Žแ‰ฝ แ‰ แˆ˜แŠซแˆ„แ‹ต แˆ‹แ‹ญ แ‰ แˆšแŒˆแŠ™ แ‹ฐแˆ แŠ แ‹แˆณแˆฝ แŒแŒญแ‰ถแ‰ฝ แˆแŠญแŠ•แ‹ซแ‰ต แŠจ95 แ‰ แˆ‹แ‹ญ แ‹จแˆ˜แŠ•แŒˆแ‹ต แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‰ แŠจแŠแˆ แŠฅแŠ“ แˆ™แˆ‰ แˆˆแˆ™แˆ‰ แˆ˜แ‰‹แˆจแŒฃแ‰ธแ‹แŠ• แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แˆˆแŠ แˆแ‹ฑ แŠ แˆตแ‰ณแ‹แ‰‹แˆแข

แ‰ แŠ แˆ›แˆซ แŠญแˆแˆ แ‰ แˆฐแˆœแŠ‘ แŒฆแˆญแАแ‰ต แˆแŠญแŠ•แ‹ซแ‰ต แ‰ฐแ‰‹แˆญแŒ แ‹ แ‰ แ‹ตแŒ‹แˆš แŒแŠ•แ‰ฃแ‰ณแ‰ธแ‹ แ‹จแ‰ฐแŒ€แˆ˜แˆจ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝแŠ• แ‰ แ‹ตแŒ‹แˆš แˆˆแˆ›แ‰‹แˆจแŒฅ แˆ˜แŒˆแ‹ฐแ‹ณแ‰ธแ‹แŠ•แˆ แˆฐแˆแ‰ฐแŠ“แˆแข

แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแˆ˜แŠ•แŒˆแ‹ถแ‰ฝ แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ‹จแ•แˆ‹แŠ• แŠฅแŠ“ แ•แˆฎแŒแˆซแˆ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แ‰†แŠ•แŒ…แ‰ต แ‹“แˆˆแˆ™แค แ‰ 2016 แ‹จแ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แˆ˜แŒ แŠ“แ‰€แ‰… แ‹จแˆšแŒˆแ‰ฃแ‰ธแ‹แŠ• แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‹ˆแ‹ฐ 2017 แ‹จแ‰ แŒ€แ‰ต แ‹“แˆ˜แ‰ต แˆˆแˆ›แ‹˜แ‹‹แ‹ˆแˆญ แˆ˜แŒˆแ‹ฐแ‹ณแ‰ธแ‹แŠ• แАแŒแˆจแ‹แŠ“แˆแข

"แ‹จแ‰ฐแ‰‹แˆจแŒก แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝแŠ• แˆ˜แˆแˆถ แˆ›แˆตแ‰€แŒ แˆ แ‰ แˆญแŠซแ‰ณ แŠชแˆณแˆซแ‹Žแ‰ฝ แŠ แˆ‰แ‰ตแฃ แ‰ฅแ‹™ แˆ‚แ‹ฐแ‰ถแ‰ฝแŠ• แ‹ซแˆแ‹แˆ" แ‹ซแˆ‰แŠ• แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆฏ แŒแŠ•แ‰ฃแ‰ณแ‹แŠ• แ‰ แ‹ตแŒ‹แˆš แˆˆแˆ›แˆตแŒ€แˆ˜แˆญ แŒจแˆจแ‰ณ แˆฒแ‹ˆแŒฃ แ‰ฐแŒซแˆซแ‰พแ‰ฝ แ‹จแˆ›แ‹ญแŒˆแŠ™แ‰ แ‰ต แŒŠแ‹œ แŠฅแŠ•แ‹ฐแˆšแ‹ซแŒ‹แŒฅแˆแˆ แŠ แŠ•แˆตแ‰ฐแ‹‹แˆแข

แˆˆแ‹ˆแˆซแ‰ต แ‹จแ‰ฐแ‰‹แˆจแŒก แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‰ แ‹ตแŒ‹แˆš แˆฒแŒ€แˆ˜แˆฉ แ‹จแˆšแŠ–แˆจแ‹ แ‹จแ‹‹แŒ‹ แˆแ‹ฉแАแ‰ต แ‰ แ‰ฐแ‹ซแ‹˜แˆˆแ‰ต แ‰ แŒ€แ‰ต แŠฅแŠ•แ‹ณแ‹ญแŒ แŠ“แ‰€แ‰…แŠ“ แˆˆแ‰ฐแŒจแˆ›แˆช แŠชแˆณแˆซ แŠฅแŠ•แ‹ฐแˆšแ‹ณแˆญแŒ แŠ แŠ•แˆตแ‰ฐแ‹‹แˆแข

Via Ahadu Radio

@etconp
๐Ÿ‘11๐Ÿ˜ข4
๐Ÿ‘‰Standard box size

๐ŸทAll box dimensions are written as

โ–ถ๏ธwidth*length*depth

1. 40*50*20cm (mostly for cement mortar)
2. 40*50*18cm (for C-25 concrete)
3. 40*50*16cm (for C-30 concrete)
4. 40*50*14cm (for C-40 concrete but depend on mix design )

โญ๏ธHand mix shall be allowed for class II  concrete ,& shall not  be allowed for  concrete of class  C-20 & above or  class I concrete

๐Ÿ”ธC-7
mechanical mix ratio =1:4:8
Hand mix ratio =1:3.5:8
๐Ÿ”ธC-15
mechanical  mix ratio =1:3:6
hand  mix ratio =1:3:4
๐Ÿ”ธC-20
mechanical mix ratio =1:2:4
๐Ÿ”ธC-25
mix ratio=1:2:3
๐Ÿ”ธC-30
mechanical mix ratio =1:2:3
๐Ÿ”ธC-40
mix ratio =1:1.5:3

@etconp
๐Ÿ™23๐Ÿ‘13โค3
๐Ÿ‘‰4 things we should have to know at the Construction Site And Office internship

๐Ÿ’ซ1. Site work

๐Ÿšง1.1 changing theoretical science to practical world

โบShear Force

โบMoment Force

โบActive pressure

โบPassive pressure

โบTorsion

โบFlexure

โบMix design

โบEccentricity on column

โบDeflection

โบBuckling

โบJoints
...

๐Ÿšง1.2 Technical work

โบSetting out

โบLeveling reading

โบConcrete casting (for footing, column, beam, slab, shearwall)

โบForm work (adjustment and removal days)

๐Ÿ’ซ2. Office work

โ–ถ๏ธKnowledge of drawing

โ–ถ๏ธTakeoff sheet

โ–ถ๏ธBOQ

โ–ถ๏ธpayment certificate

โ–ถ๏ธDaily diary

โ–ถ๏ธWeekly and monthly diary

โ–ถ๏ธScheduling

โ–ถ๏ธContract adminstration

๐Ÿ’ซ3. Software

โ–ถ๏ธEtabs

โ–ถ๏ธSap

โ–ถ๏ธSafe

โ–ถ๏ธEagle point

โ–ถ๏ธMS Project

โ–ถ๏ธExcel

โ–ถ๏ธAuto cad and Etc...

๐Ÿ’ซ4. Building codes,Ethics and Skills

โบEBCS and ERA manual from Code

๐Ÿ”ฐA. Work ethics during internship

1. Learn how to talk openly, manage various construction activity at a site.

2. Be super active.

3. Forget about being fair and worrying about body complexion.

4. Prepare yourself to work in harsh climate conditions.

5. Be patient Never lose your temper

6. Don't tend to panic in case of pressure It will make things more worth.

๐ŸšงB. Skill to upgrade during internship

1. Practically skill
2. Theoretical skill
3. Inter personal communication skill
4. Team playing skill
5. Leadership skill
6. Work ethics
7. Enterpreneurship skill
8. Confidence


@etconp
๐Ÿ‘39โค18๐Ÿ™3
Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC (Conmix), Weber and SIMENTEK

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Concrete Repair, Grout   
โ— Tile Adhesive & Tile Joint Fillers 
โ— Wall Putty, Prime Coat, Rush Coat
โ— Quartz, Contextra
โ— Specialized paints (Thermal and Insulation Paints, Street and Playground Paints)
โ— Floor hardener, Epoxy              
โ— Geotextiles, Geo-membranes and other construction chemicals and materials

Tel: 0961955555 or 0961955559
Address: Signal, around signal mall
โค4๐Ÿ‘2
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ‘‰แˆแˆ‰แŠ• แ‰ แŠ แŠ•แ‹ต แ‰ฆแ‰ณ แ‹จแˆšแ‹ซแŒˆแŠ™แ‰ แ‰ต แŠฅแŠ“ แˆˆแˆแˆ‰แˆ แ‰…แˆญแ‰ฅ

๐Ÿ”ฐแˆแŠ• แ‹ญแˆแˆแŒ‹แˆ‰?

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›แˆตแ‰†แˆซแˆจแŒฅ แˆ›แˆตแ‰ แˆณแ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠจแˆแˆˆแŒ‰  แŠฅแŠ•แ‹ณแ‹ซแˆตแ‰ก แˆแˆ‰แŠ•แˆ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆตแŒˆแ‰ฅแ‰ฐแŠ“แˆ

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แˆ›แˆตแ‰ แŒ€แ‰ต แ‹ˆแ‹ญแŠ•แˆ แˆ›แˆณแŒ แ แŠซแˆฐแ‰ก แˆˆแˆฑแˆ แˆ›แˆฝแŠ‘ แ‰ แŒƒแ‰ฝแŠ• แАแ‹‰

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แ‹จแˆšแˆฐแˆฉ แ‰ฅแ‰ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแˆ แŠ แˆ‰แŠ•

โ˜Ž๏ธแ‹ญแ‹ฐแ‹‰แˆ‰แˆแŠ• แ‹ซแˆ›แŠญแˆฉแŠ•

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‘2โค1
๐Ÿ”ด Types of Concrete Defects

๐ŸšงCauses & their Prevention

๐Ÿ‘‰1. Cracking

โบVarious reasons for cracking are improper mix design, insufficient curing, omission of expansion and contraction joints, use of high slump concrete mix, unsuitable sub-grade etc. etconp

โ–ถ๏ธPrevention, use low water โ€“ cement ratio maximize the coarse aggregate in concrete mix, admixtures containing calcium chloride must be avoided.

๐Ÿ‘‰2. Crazing

โบCrazing also called as pattern cracking or map cracking, is the formation of closely spaced shallow cracks in an uneven manner.

โบCrazing occurs due to rapid hardening of top surface of concrete due to high temperatures or if the mix contains excess water content or due to insufficient curing.

โบPattern cracking can be avoided by proper curing, by dampening the sub-grade to resist absorption of water from concrete, by providing protection to the surface from rapid temperature changes.

๐Ÿ‘‰3. Blistering & Delamintaion

โบBlistering is the formation of hollow bumps of different sizes on concrete surface due to entrapped air under the finished concrete surface. etconp

โ–ถ๏ธIt may cause due to excessive vibration of concrete mix or presence of excess entrapped air in mix or due to improper finishing.

โบDelamination is also similar to blistering In this case also, top surface of concrete gets separated from underlying concrete.

โบHardening of top layer of concrete before the hardening of underlying concrete will lead to delamination.

โบIt can be prevented by using good proportion of ingredients in concrete mix, by covering the top surface which reduces evaporation and using appropriate techniques for placing and finishing.

๐Ÿ‘‰4. Dusting

โบDusting, also called as chalking is the formation of fine and loose powdered concrete on the hardened concrete by disintegration. etconp

โบThis happens due to the presence of excess amount of water in concrete.

โ–ถ๏ธTo avoid dusting, use low slump concrete mix to obtain hard concrete surface with good wear resistance.

๐Ÿ‘‰5. Curling

โบWhen a concrete slab is distorted into curved shape by upward or downward movement of edges or corners, it is called curling. It occurs mainly due to the differences in moisture content or temperature between slab surface (top) and slab base (bottom).

โ–ถ๏ธTo prevent curling, use low shrink concrete mix, provide control joints, provide heavy reinforcement at edges or provide edges with great thickness.

๐Ÿ‘‰6. Efflorescence

โบEfflorescence is the formation of deposits of salts on the concrete surface.

โบFormed salts generally white in color It can be prevented by using clean and pure water for mixing, using chemically ineffective aggregates etc.

โ–ถ๏ธAnd make sure that cement should not contain alkalis more than 1% of its weight.

๐Ÿ‘‰7. Scaling and Spalling

โบScaling and spalling, in both the cases concrete surface gets deteriorated and flaking of concrete occurs.

โ–ถ๏ธThe main cause for this type of cases is penetration of water through concrete surface. This makes steel gets corroded and spalling or scaling may occurs.

@etconp
๐Ÿ‘14โค8
แŒฅแ‹ซแ‰„แฆ แ‹จแˆ€แŒˆแˆซแ‰ฝแŠ• แˆ…แŒŽแ‰ฝ (แ‰ แ‰ฐแˆˆแ‹ญ FIDIC แŠฅแŠ“ PPA)  แˆ‹แ‹ญ "แˆ˜แˆแŠ•แ‹ฒแˆต (The engineer)" แ‰ฅแˆŽ แ‹จแˆšแŒ แˆซแ‹ แŠ แŠซแˆ แŠจแˆšแŠจแ‰ฐแˆ‰แ‰ต แ‹แˆตแŒฅ แ‹จแ‰ตแŠ›แ‹แŠ• แАแ‹? @etconp
Anonymous Quiz
13%
แˆ€) แ‹จแ‰ขแˆฎ แˆ˜แˆแŠ•แ‹ฒแˆฑแŠ• (แˆ˜แˆแŠ•แ‹ฒแˆทแŠ•)
8%
แˆˆ) แŠ แˆญแŠญแ‰ดแŠญแ‰ฑแŠ• (แŠ แˆญแŠญแ‰ดแŠญแ‰ทแŠ•)
58%
แˆ) แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰ฐแ‰†แŒฃแŒฃแˆช แˆ˜แˆแŠ•แ‹ฒแˆตแŠ•
21%
แˆ˜) แ‹จแˆณแ‹ญแ‰ต แˆ˜แˆแŠ•แ‹ฒแˆฑแŠ• (แˆ˜แˆแŠ•แ‹ฒแˆทแŠ•)
๐Ÿ™19๐Ÿ‘8๐Ÿ•Š1
๐Ÿ‘‰Advantages of using mineral admixture in cement

๐ŸšงFly ash

-Improves strength and durability of concrete
-Increased resistance towards chemical attacks
-Better workability

๐ŸšงBlast furnace slag

-Improved durability
Increased setting time
-Strength gain continues for a long period of time
-Reduced risk of damages by alkali โ€“ silica reaction
-Resistant to chloride and sulphate attacks

๐ŸšงSilica fumes

-Better compressive strength and resistance to abrasion
-Reduced permeability of chloride ions
-Improved workability
-Reduces bleeding

๐ŸšงRice husky ash

-Heat of hydration of concrete is reduced
-Permeability of concrete is reduced
-Improved resistance to chloride and sulphate attacks

๐ŸšงMetakaolin

-Increased compressive & flexural strengths
-Reduced permeability
-More resistant to chemical attacks
-Durability is increased

@etconp
๐Ÿ‘8๐Ÿ™1
แ‰…แ‹ตแˆ˜ แŠญแแ‹ซ แˆ˜แ‰ผ แˆ˜แˆˆแ‰€แ‰… แŠ แˆˆแ‰ แ‰ต?


๐Ÿทแ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ›แˆตแŒ€แˆ˜แˆชแ‹ซ แ‰…แ‹ตแˆ˜ แŠญแแ‹ซ (Advance Payment) แˆˆแ‰ฐแ‰‹แˆซแŒฉ แˆˆแˆ˜แˆแ‰€แ‰… แŠ แˆ แˆชแ‹ แ‰ฃแˆˆแ‰คแ‰ต แ‹จแ‰…แ‹ตแˆ˜แŠญแแ‹ซ แ‹‹แˆตแ‰ตแŠ“ (Advance Payment bond) แˆ˜แ‹ซแ‹ แŠ แˆˆแ‰ แ‰ตแข

โ–ถ๏ธแАแŒˆแˆญ แŒแŠ• แˆแŠ•แˆ แŠฅแŠ•แŠณแŠ• แˆ›แˆตแ‹ซแ‹ฃ แ‰ขแ‰€แ‰ แˆแˆ แˆˆแ‰ฐแ‰‹แˆซแŒฉ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰ฆแ‰ณแ‹แŠ• แ‹จแˆ›แˆตแˆจแŠจแ‰ฅ แˆฅแˆซ  (site handover) แˆณแ‹ญแˆแŒฝแˆ แ‰…แ‹ตแˆ˜ แŠญแแ‹ซ แŠจแˆˆแ‰€แ‰€ แ‰ แ‰ฐแ‰‹แˆซแŒฉ แŠ แŠซแˆ แˆŠแŠซแ‹ต แ‹ญแ‰ฝแˆ‹แˆแข

โบแ‰ แˆ˜แˆ†แŠ‘แˆ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰ฆแ‰ณ แˆญแŠญแŠญแ‰ฅ แˆณแ‹ญแˆแŒธแˆ แ‰…แ‹ตแˆ˜ แŠญแแ‹ซ แˆ˜แˆแ‰€แ‰… แŠ แ‹ญแŒˆแ‰ฃแˆแข

๐Ÿšงแ‹จ แแ‰ณแ‰ฅแˆ”แˆญ แˆ…แŒ‰แˆ "แ‰ฐแ‰‹แˆซแŒฉ แŠ แˆ แˆชแ‹ แŠฅแ‹ซแ‹ˆแ‰€ แˆฅแˆซแ‹แŠ• แŠจแŒ€แˆ˜แˆจ แ‹ˆแ‹ญแˆ แŠ แˆตแ‰€แ‹ตแˆž (แˆฅแˆซแ‹แŠ• แ‰ฃแ‹ญแŒ€แˆแˆญแˆ) แŠจแ‹‹แŒ‹แ‹ แˆ‹แ‹ญ แˆ›แˆตแŒ€แˆ˜แˆชแ‹ซ (แŠ แ‹ตแ‰ซแŠ•แˆต) แŠจแ‰ฐแ‰€แ‰ แˆˆ แ‹แˆ แˆˆแˆ˜แŠ–แˆฉ แ‰ แ‰‚ แˆ›แˆจแŒ‹แŒˆแŒซ แ‹ญแˆ†แŠ“แˆ" แ‰ แˆ›แˆˆแ‰ต แ‰ แแ‰ตแˆ แ‰ฅแˆ”แˆญ แ‰แŒฅแˆญ 3020 (2)แˆแˆ‹แ‹ญ แ‹ฐแŠ•แŒแŒ“แˆแข

โบแ‰ แˆ˜แˆ†แŠ‘แˆ แ‰ฆแ‰ณแ‹แŠ• แ‰ฐแ‰‹แˆซแŒฉ แ‰ แŒแˆแŒฝ แ‰ฐแˆจแŠญแ‰ฆ แ‹จแˆšแŠจแˆแˆ แ‹จแˆ›แˆตแŒ€แˆ˜แˆชแ‹ซ แŠญแแ‹ซ แŠฅแŠ•แ‹ฐแˆ•แŒ‹แ‹Š แ‹แˆ แ‹ญแ‰†แŒ แˆซแˆแข

โ–ถ๏ธแ‰ แ‹šแˆ… แŒ‰แ‹ณแ‹ญ แŠฅแˆตแŠซแˆแŠ• แ‹ตแˆจแˆต แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŒแ‹ฐแˆซแˆ แŠจแแ‰ฐแŠ› แแˆญแ‹ต แ‰คแ‰ต แ‰ฅแ‰ป แ‹ˆแ‹ฐ 18 แ‹จแˆšแ‹ฐแˆญแˆฑ แŠญแˆถแ‰ฝ แ‰€แˆญแ‰ แ‹ แ‰ณแ‹ญแ‰ฐแ‹‹แˆแข

#ConstructionLaw

โ‡๏ธแˆˆแˆ›แŠ•แŠ›แ‹แˆ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ตแ‹Ž  แŠฅแŠ“ แˆ€แˆณแ‰ฅแ‹Ž แ‹ญแŒปแ‰แˆแŠ•!

๐ŸŒŸแˆŒแˆ‹แŠ›แ‹ แ‹จ แˆตแˆซ แ‰…แŒฅแˆญ แŠฅแŠ“ แŒจแˆจแ‰ณแ‰ฝ แˆšแ‹ˆแŒกแ‰ แ‰ต แ‰ปแŠ“แˆ แŠจแ‰ณแ‰ฝ แ‰ฃแˆˆแ‹ แˆŠแŠ•แŠญ แˆˆแˆ˜แ‰€แˆ‹แ‰€แˆ @ETCONpWORK แ‹ญแŒแ‰ก

๐Ÿ“ฉแˆŠแŒฝแ‰แˆแŠ• แŠซแˆฐแ‰ก @ETCONpBOT

๐Ÿ’ซแ‰ฒแŠญแ‰ถแŠญ:๐Ÿ‘‡

www.tiktok.com/@etconp7

@etconp
๐Ÿ‘10โค3
๐Ÿ‘‰แ‹จแ‰คแ‰ต แŠฅแ‹ตแˆณแ‰ต แˆˆแˆ›แ‹ตแˆจแŒ แˆˆแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ต แŠฅแˆตแŠจ 100 แˆบแˆ… แ‰ฅแˆญ แŒ‰แ‰ฆ แŠฅแ‹จแ‰ฐแŒ แ‹จแ‰ แŠฅแŠ•แ‹ฐแˆ†แА แ‹จแˆˆแˆš แŠฉแˆซ แАแ‹‹แˆชแ‹Žแ‰ฝ แ‰ฐแŠ“แŒˆแˆฉ

๐Ÿšงแ‰ แˆˆแˆš แŠฉแˆซ แŠญแแˆˆ แŠจแ‰ฐแˆ› แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แ‹ˆแˆจแ‹ณแ‹Žแ‰ฝ แ‹แˆตแŒฅ แ‹จแˆšแŒˆแŠ™ แАแ‹‹แˆชแ‹Žแ‰ฝ แ‰คแ‰ณแ‰ธแ‹แŠ• แ‹ˆแ‹ญแˆ แ‹จแŠ•แŒแ‹ต แˆฑแ‰†แ‰ปแ‰ธแ‹แŠ• แˆˆแˆ›แ‹ฐแˆต แˆแˆแŒˆแ‹ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆแ‰ƒแ‹ต แˆฒแŒ แ‹ญแ‰ แŠฅแˆตแŠจ 100 แˆบแˆ… แ‰ฅแˆญ แŒ‰แ‰ฆ แŠ แˆแŒก แŠฅแ‹จแ‰ฐแ‰ฃแˆ‰ แŠฅแŠ•แ‹ฐแˆ†แА แˆˆแˆ˜แˆ แˆจแ‰ต แˆšแ‹ตแ‹ซ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

โ‡๏ธ"แŠฅแŠ” แˆˆแˆแˆณแˆŒ แˆฐแˆšแ‰ต แแ‹จแˆ แ‰คแ‰ต แŠ แŠซแ‰ฃแ‰ข แАแ‹‹แˆช แАแŠแฃ แ‹จแŠ•แŒแ‹ต แ‰คแ‰ดแŠ• แ‰ตแŠ•แˆฝ แˆˆแˆ›แ‹ฐแˆต แˆแ‰ƒแ‹ต แŒ แ‹ญแ‰„ 80 แˆบแˆ… แ‰ฅแˆญ แˆตแŒ แŠ• แ‰ฐแ‰ฅแ‹ซแˆˆแˆ" แ‹ซแˆ‰ แŠ แŠ•แ‹ต แŒฅแ‰†แˆ› แˆฐแŒช แ‹ญแˆ…แˆ แ‹ซแˆˆแˆแŠ•แˆ แˆ€แแˆจแ‰ต แ‰ แŒแˆแ… แŠฅแŠ•แ‹ฐแˆšแ‹ฐแˆจแŒ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

โบแ‹จแŠญแแˆˆ แŠจแ‰ฐแˆ›แ‹ แ‹ˆแˆจแ‹ณ 10 แАแ‹‹แˆช แ‹ฐแŒแˆž แŠจแ‹šแˆ…แˆ แ‰ แ‰ฐแŒจแˆ›แˆช แ‹ญแˆ… แ‰ฅแˆญ แ‰ขแŠจแˆแˆ แŠฅแŠ•แŠณแŠ• แ‹ฐแŠ•แ‰ฆแ‰ฝ แŠจ3 แŠฅแˆตแŠจ 4 แˆ†แАแ‹ แ‰ แ‰กแ‹ตแŠ• แ‰ แˆ˜แˆแŒฃแ‰ต แˆˆแŠ แŠ•แ‹ต แˆฐแ‹ แŠฅแˆตแŠจ 10 แˆบแˆ… แ‰ฅแˆญ แŠ แˆแŒก แŠฅแŠ•แ‹ฐแˆšแˆ‰ แ‰ แˆแˆฌแ‰ต แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

โบ"แˆ˜แˆตแˆซแ‰ตแˆแฃ แŠ แˆˆแˆ˜แˆตแˆซแ‰ตแˆ แŠ แˆ›แˆซแŒญ แŠฅแ‹จแˆ†แА แŠฅแ‹จแˆ†แА แŠ แ‹ญแ‹ฐแˆˆแˆ แ‹จแˆ…แ‹แ‰ฅ แŠ แŒˆแˆแŒ‹แ‹ญ แ‰ฐแ‰ฅแˆˆแ‹ แ‹จแ‰ฐแ‰€แˆ˜แŒก แˆฐแ‹Žแ‰ฝ แ‹ญแˆ…แŠ• แ‹ซแˆ…แˆ แŒˆแŠ•แ‹˜แ‰ฅ แŠจแŒ‰แ‰ฆ แ‰ฐแ‰€แ‰ฅแˆˆแ‹ แŠซแˆˆ แˆแŠ•แˆ แˆ€แแˆจแ‰ต แ‰ แ‰€แŒฅแ‰ณ แ‹ˆแ‹ฐ แ‰ฃแŠ•แŠญ แŠ แŠซแ‹แŠ•แ‰ณแ‰ธแ‹ แˆฒแ‹ซแˆตแŒˆแ‰ก แˆ›แ‹จแ‰ต แ‹ซแˆณแ‹แŠ“แˆ" แ‰ฅแˆˆแ‹ แŠ แˆตแ‰ฐแ‹ซแ‹จแ‰ณแ‰ธแ‹แŠ• แ‹จแˆฐแŒกแŠ• แ‹ฐแŒแˆž แ‹จแˆฐแˆšแ‰ต แŠ–แŠญ แŠ แŠซแ‰ฃแ‰ข แАแ‹‹แˆช แ‹จแˆ†แŠ‘ แАแ‹‹แˆช แŠ“แ‰ธแ‹แข

Via Meseret Media

@etconp
๐Ÿ‘6๐Ÿ˜ข6
๐Ÿ‘‰Preparation Process of the Variation Orders

๐ŸšงVariation orders can be either requested by the contractor or issued by the client. Processes followed in these cases slightly differ from each other.

๐ŸทIf the variation order is requested by the contractor:

1. The contractor prepares a variation order request form and submits it to the client.

2. Variation order request is reviewed and evaluated by the client and if it is found necessary the request is approved.

3. After the approval of the request for variation order, the proposed document is discussed between the client and the contractor including the effect of the variations on time and cost.

4. Upon agreement, final version of the signed variation order including the scheduling and cost breakdown is submitted to the client by the contractor.

5. Client accepts and signs the variation order and the work described in the variation order may start.

๐Ÿ’ซif the variation order is issued by the client:

1. The need for a variation is determined by the client and the variation order proposal is initiated.

2. Initiator variation order is prepared and submitted to the contractor.

3. Proposed variation order is evaluated by the contractor.

4. After the review of the contractor, the proposed document is discussed between the client and the contractor including the effect of the variations on time and cost.

5 .Upon agreement, final version of the signed variation order including the scheduling and cost breakdown is submitted to the client by the contractor.

6. Client accepts and signs the variation order and the work described in the variation order may start.

โญ๏ธIt must be noted that if by any reason the variation is deemed unnecessary for the client, then the client has the right to deny the variation order.
@etconp
โค6๐Ÿ‘5
๐Ÿ‘‰แŠจแŒ‹แŠ•แ‰คแˆ‹ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‹จแˆšแ‹ˆแˆตแ‹ฐแ‹ แ‹จแŠ แˆตแ‹แˆแ‰ต แˆ˜แŠ•แŒˆแ‹ต แ‰ แ‰กแŠ– แ‰ แ‹ฐแˆŒ แ‹žแŠ• แ‹ฐแ‹ดแˆณ แ‹ˆแˆจแ‹ณแฃ แˆ›แˆณแˆซ แ‰€แ‰ แˆŒ แ‹จแˆ˜แˆฌแ‰ต แˆ˜แŠ•แˆธแˆซแˆจแ‰ต แ‰ แˆ›แŒ‹แŒ แˆ™ แŠ แˆตแ“แˆแ‰ฑ แ‰ฐแ‰†แˆญแŒงแˆ::

๐Ÿšงแ‰ แ‹šแˆ…แˆ แˆแŠญแŠ•แ‹ซแ‰ต แ‹จแ‰ตแˆซแŠแŠญ แŠฅแŠ•แ‰…แˆตแ‰ƒแˆด แˆ˜แ‰‹แˆจแŒกแŠ• แŠฆแ‰ขแŠคแŠ• แ‹˜แŒแ‰งแˆแข

@etconp
๐Ÿ‘10โค1
๐Ÿ‘‰แ‹จแ‰ปแ‹ญแŠ“แ‹ First Highway Engineering Company (CFHEC) แˆˆ102 แ‹ˆแŒฃแ‰ต แŠขแ‰ตแ‹ฎแŒตแ‹ซแ‹แ‹ซแŠ• แ‹จแŠ แ‰…แˆ แŒแŠ•แ‰ฃแ‰ณ แˆตแˆแŒ แŠ“ แˆ˜แˆตแŒ แ‰ต แŒ€แˆแˆฏแˆแข

๐Ÿšงแ‹จแŒแ‹™แ‰ CCCC แŠฉแ‰ฃแŠ•แ‹ซ แŠฅแˆ…แ‰ต แ‰ฐแ‰‹แˆ แ‹จแˆ†แАแ‹ CFHECแค แˆตแˆแŒ แŠ“แ‹แŠ• แˆˆแŠ แŠ•แ‹ต แ‹ˆแˆญ แ‹จแˆšแˆฐแŒฅ แˆฒแˆ†แŠ•แค แˆฐแˆแŒฃแŠžแ‰น แŠจCCCC แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แ•แˆฎแŒ€แŠญแ‰ต แˆณแ‹ญแ‰ถแ‰ฝ แ‹จแ‰ฐแˆ˜แˆจแŒก แˆ˜แˆ†แŠ“แ‰ธแ‹ แ‰ฐแŒˆแˆแŒฟแˆแข

๐Ÿ’ซแŒแŠ•แ‰ฃแ‰ณแฃ แˆฐแˆญแ‰ฌแ‹ชแŠ•แŒแฃ แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‰แˆณแ‰แˆต แแ‰ฐแˆป แŠฅแŠ“ แ‹จแ‰ปแ‹ญแŠ•แŠ› แ‰‹แŠ•แ‰‹ แ‰ แˆตแˆแŒ แŠ“แ‹ แ‹จแ‰ฐแŠซแ‰ฐแ‰ฑ แŒ‰แ‹ณแ‹ฎแ‰ฝ แˆ˜แˆ†แŠ“แ‰ธแ‹ แ‰ฐแˆ˜แˆ‹แŠญแ‰ทแˆแข

๐ŸทSeagull Talent Nurturing Project แ‰ แˆšแˆ แ‹จแˆšแˆฐแŒ แ‹ แˆตแˆแŒ แŠ“แค แ‰ แ‰ดแŠญแŠ’แŠญแŠ“ แˆ™แ‹ซ แˆตแˆแŒ แŠ“ แŠขแŠ•แˆตแ‰ฒแ‰ตแ‹ฉแ‰ตแฃ แ‰ แˆ‰แ‰ฃแŠ• แ‹ˆแˆญแŠญแˆพแ• แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฅแŠ“ แ‰  CFHEC แ‰ แŒ‹แˆซ แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แАแ‹แข

Via Xinhua

@etconp
โค19๐Ÿ‘4
๐Ÿ‘‰แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹แˆ แˆฐแАแ‹ต แ‰ แŒแˆแŒฝ แˆ›แˆตแ‰€แˆ˜แŒฅ แ‹ซแˆˆแ‰ แ‰ต แАแŒฅแ‰ฆแ‰ฝ:-

๐Ÿ“œแ‹จแ•แˆฎแŒ€แŠญแ‰ฑแŠ• แ‹ฒแ‹›แ‹ญแŠ• แŠฅแŠ“ แ‹แˆญแ‹แˆฎแ‰ฝ:

โ–ถ๏ธแ‹จแ•แˆฎแŒ€แŠญแ‰ต แ‰ฃแˆˆแ‹ตแˆญแˆป แŠ แŠซแˆ‹แ‰ตแŠ• แ‹ตแˆญแˆปแฃ แˆ˜แ‰ฅแ‰ตแŠ“ แŒแ‹ดแ‰ณแฃ

โ–ถ๏ธแ‹จแˆšแŒ แ‰ แ‰€แ‹แŠ• แ‹จแŒแŠ•แ‰ฃแ‰ณ แŒฅแˆซแ‰ต แ‹จแˆšแŒˆแˆแŒน แ‰ตแŠ•แ‰ณแŠ”แ‹Žแ‰ฝแฃ

โ–ถ๏ธแ‹จแ•แˆฎแŒ€แŠญแ‰ฑแŠ• แ‰ฐแŒ แ‰ฃแ‰‚ แ‹จแŒŠแ‹œ แˆฐแˆŒแ‹ณแ‹Žแ‰ฝแฃ

โ–ถ๏ธแ‹จแ•แˆฎแŒ€แŠญแ‰ฑแŠ• แ‹‹แŒ‹ แŠฅแŠ“ แŠ แŠจแ‹แˆแˆ แˆแŠ”แ‰ณแ‹Žแ‰ฝแฃ

โ–ถ๏ธแ‹จแ‹ฐแˆ…แŠ•แАแ‰ต แŠฅแŠ“ แ‹จแŒคแŠ“ แŠ แŒ แ‰ฃแ‰ แ‰…แฃ แˆ˜แˆ˜แˆชแ‹ซแ‹Žแ‰ฝแฃ

โ–ถ๏ธแ•แˆฎแŒ€แŠญแ‰ฑแŠ• แ‹จแˆšแˆ˜แˆˆแŠจแ‰ฑ แ‹จแˆ•แŒ แˆ›แŠฅแ‰€แŽแ‰ฝ

โ–ถ๏ธแ‹จแ•แˆฎแŒ€แŠญแ‰ฑ แ‰ฃแˆˆแ‹ตแˆญแˆป แŠ แŠซแˆ‹แ‰ตแŠ• แŠแˆญแˆ› แŠฅแŠ“ แˆ›แŠ…แ‰ฐแˆ

โ–ถ๏ธแ•แˆฎแŒ€แŠญแ‰ฑ แ‹จแˆšแˆแˆแŒˆแ‹แŠ• แ‹จแˆฐแ‹ แŠƒแ‹ญแˆ แ‰ฅแ‰ƒแ‰ตแŠ“ แ‰ฅแ‹›แ‰ต

โ–ถ๏ธแ•แˆฎแŒ€แŠญแ‰ฑ แ‹จแˆšแˆแˆแŒˆแ‹ แˆ›แˆบแАแˆช แŠ แ‹ญแАแ‰ตแŠ“ แ‰ฅแ‹›แ‰ต

โ–ถ๏ธแ‹จแŠฅแ‹ซแŠ•แ‹ณแŠ•แ‹ฑแŠ• แ‹จแˆฅแˆซ แŠ แ‹ญแАแ‰ต แ‹แˆญแ‹แˆญแŠ“ แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆตแАแ‹˜แ‹ด

โ–ถ๏ธแ‹จแ•แˆฎแŒ€แŠญแ‰ฑแŠ• แ‰ฃแˆˆแ‹ตแˆญแˆป แŠ แŠซแˆ‹แ‰ต แ‹แˆญแ‹แˆญ แˆ˜แˆจแŒƒ

โ‡๏ธแŠ แŠ•แ‹ต แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹แˆ แˆฐแАแ‹ต แŠฅแАแ‹šแˆ… แŠจแˆ‹แ‹ญ แ‹จแ‰ฐแŒ แ‰€แˆฑแ‰ตแŠ• แ‹‹แŠ“ แ‹‹แŠ“ แŒญแ‰ฅแŒฅ แŒ‰แ‹ณแ‹ฎแ‰ฝ แ‰ แŒแˆแŒฝ แŠฅแŠ“ แ‰ แ‹แˆญแ‹แˆญ แˆ›แˆตแ‰€แˆ˜แŒฅ แ‹ญแŠ–แˆญแ‰ แ‰ณแˆแข

๐Ÿ’ซแ‹จแ‰ฐแ‹ˆแˆณแˆฐแ‰ แฃ แ‹ซแˆแ‰ฐแ‰ฅแˆซแˆซ แŠฅแŠ“ แŠฅแˆญแˆต แ‰ แŠฅแˆญแˆฑ แ‹จแˆšแŒ‹แŒญ แˆ€แˆณแ‰ฅ แ‰ขแŠ–แˆญแ‰ แ‰ต แŒแŠ• แ‰ แˆšแŠ–แˆจแ‹ แ‹จแแˆญแ‹ต แ‰คแ‰ต แŠญแˆญแŠญแˆญ แ‰ฃแˆˆแ‹ตแˆญแˆป แŠ แŠซแˆ‹แ‰ตแŠ• แ‰ แ‰ฐแŠ“แŒ แˆ แŠ แˆแ‹ซแˆ แ‰ แŒ‹แˆซ แŠชแˆณแˆซ แˆ‹แ‹ญ แˆŠแŒฅแˆ แ‹ญแ‰ฝแˆ‹แˆแข

๐Ÿšงแ‹ญแˆ… แˆแŠ”แ‰ณ แ‹ฐแŒแˆž แ•แˆฎแŒ€แŠญแ‰ฑแŠ• แ‰ แŒคแŠ“แˆ› แŒแŠ•แŠแАแ‰ต แˆˆแˆ˜แˆแŒธแˆ แŠฅแŠญแˆ แˆŠแˆแŒฅแˆญ แˆตแˆˆแˆšแ‰ฝแˆ แˆˆแŒฅแˆซแ‰ต แ‰ฝแŒแˆญ แŠฅแŠ“ แˆˆแŒŠแ‹œ แ‰ฅแŠญแАแ‰ต แŠฅแŠ•แ‹ฒแŒ‹แˆˆแŒฅ แ‹ซแ‹ฐแˆญแŒˆแ‹‹แˆแข 


@etconp
โค6๐Ÿ‘5๐Ÿ†1
๐Ÿ‘‰๐‘ช๐’๐’๐’”๐’•๐’“๐’–๐’„๐’•๐’Š๐’๐’ ๐‘ช๐’๐’๐’•๐’“๐’‚๐’„๐’• ๐‘ช๐’๐’‚๐’Š๐’Ž๐’” & ๐‘ซ๐’Š๐’”๐’‘๐’–๐’•๐’†๐’”

(๐‘ช๐’๐’‚๐’Š๐’Ž ๐‘ญ๐’๐’“๐’Ž๐’Š๐’๐’ˆ)

๐ŸšงThere are a variety of ways to prepare a claim, No format will be best in every instance.

โ–ถ๏ธOverall claim presentation goal to provide owner with sufficient facts to support entitlement & additional compensation requested.

โบRecommendation to pay additional compensation &/or grant EOT by owner will be closely scrutinized by others.

โ€ข๐„๐ฑ๐ž๐œ๐ฎ๐ญ๐ข๐ฏ๐ž ๐’๐ฎ๐ฆ๐ฆ๐š๐ซ๐ฒ

Claim overview, issue involved, ground of entitlement, time & money involved.

Reader should have a basic understanding by reading summary without reading claim body.

Summary shall leave reader with impression that if what contractor presents is correct & entitled to adjustment in contract price.

โ€ข๐’๐ž๐œ๐ญ๐ข๐จ๐ง ๐ˆ

๐ˆ๐ง๐ญ๐ซ๐จ๐๐ฎ๐œ๐ญ๐ข๐จ๐ง

Provide reader with a general background sufficient enough to mentally prepare him to understand & accept presentation that is to follow.

โ€ข๐’๐ž๐œ๐ญ๐ข๐จ๐ง ๐ˆ๐ˆ

๐‚๐จ๐ง๐ญ๐ซ๐š๐œ๐ญ ๐‘๐ž๐ฉ๐ซ๐ž๐ฌ๐ž๐ง๐ญ๐š๐ญ๐ข๐จ๐ง๐ฌ

Establish ownerโ€™s express & implied contract representation relied upon by contractor in preparing its bid & plan to perform work. It also establish baseline foundation from which all differences are measured.

If contractor is unable to establish basic contract representation upon which it relied, there is no valid claim.

โ€ข๐’๐ž๐œ๐ญ๐ข๐จ๐ง ๐ˆ๐ˆ๐ˆ

๐‚๐จ๐ง๐ญ๐ซ๐š๐œ๐ญ๐จ๐ซโ€™๐ฌ ๐๐ฅ๐š๐ง

Demonstrate reliance on contract representation & establish reasonable contractorโ€™s anticipated means & method, schedule & cost estimate

โ€ข๐’๐ž๐œ๐ญ๐ข๐จ๐ง ๐ˆ๐•

๐€๐œ๐ญ๐ฎ๐š๐ฅ ๐‚๐จ๐ง๐๐ข๐ญ๐ข๐จ๐ง๐ฌ

Demonstrate how actual condition encountered in constructing project differed materially from ownerโ€™s express & implied representation.

โ€ข๐‚๐ฅ๐š๐ข๐ฆ ๐’๐ž๐œ๐ญ๐ข๐จ๐ง ๐•

๐ˆ๐ฆ๐ฉ๐š๐œ๐ญ ๐จ๐Ÿ ๐€๐œ๐ญ๐ฎ๐š๐ฅ ๐‚๐จ๐ง๐๐ข๐ญ๐ข๐จ๐ง๐ฌ

Describes how events encountered affected, impacted, disrupted &/or changed contractorโ€™s plan to construct project.

โ€ข๐’๐ž๐œ๐ญ๐ข๐จ๐ง ๐•๐ˆ

๐‹๐ž๐ ๐š๐ฅ ๐„๐ง๐ญ๐ข๐ญ๐ฅ๐ž๐ฆ๐ž๐ง๐ญ

Designed to convince reader that contractor has a right under contract or law to recover additional compensation &/or receive a time extension as a result of actual condition encountered.

โ€ข๐’๐ž๐œ๐ญ๐ข๐จ๐ง ๐•๐ˆ๐ˆ

๐๐ฎ๐š๐ง๐ญ๐ข๐Ÿ๐ข๐œ๐š๐ญ๐ข๐จ๐ง ๐จ๐Ÿ ๐‚๐ฅ๐š๐ข๐ฆ

Specify cost & time requested & demonstrate proof necessary to show that claimed event caused contractor to incur additional cost &/or time.
If preceding section of claim were well presented & showed that contractor is entitled to claim additional time &/or money for a particular event, it nevertheless must prove it incurred additional cost &/or time as a result of event in order to recover.

โ€ข๐’๐ž๐œ๐ญ๐ข๐จ๐ง ๐•๐ˆ๐ˆ๐ˆ

๐…๐จ๐ซ๐ฆ๐š๐ฅ ๐’๐ญ๐š๐ญ๐ž๐ฆ๐ž๐ง๐ญ ๐จ๐Ÿ ๐‚๐ฅ๐š๐ข๐ฆ

Formally request to be put in same position that contractor would have been in but for the issue at hand.

โ€ข๐’๐ž๐œ๐ญ๐ข๐จ๐ง ๐ˆ๐—

๐€๐ฉ๐ฉ๐ž๐ง๐๐ข๐ฑ

Present detailed evidence to support statement made in claim body.

@etconp
๐Ÿ‘17โค2
๐Ÿ‘‰Lets see About Dampness

โ‡๏ธDampness in buildings, as shown in the image, is typically caused by moisture ingress due to various factors, Water from the ground can rise through the porous structure of walls, especially in the absence of an effective damp-proof course (DPC), Inadequate ventilation and temperature differences inside the building can cause moisture from the air to condense on cooler surfaces, leading to damp patches.

๐ŸšงAlso leaks from faulty plumbing, roofs, or windows can allow water to infiltrate the walls, resulting in damp conditions, sometimes inefficient drainage around the building can cause water to accumulate near the foundation, allowing moisture to seep into the walls.

โบAddressing these issues requires a combination of repairs such as improving ventilation, waterproofing, and ensuring proper insulation and drainage systems.

@etconp
๐Ÿ‘10โค2๐Ÿ†1
Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC (Conmix), Weber and SIMENTEK

โ— Concrete Admixtures
โ— Bonding Agents
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โ— Concrete Repair, Grout   
โ— Tile Adhesive & Tile Joint Fillers 
โ— Wall Putty, Prime Coat, Rush Coat
โ— Quartz, Contextra
โ— Specialized paints (Thermal and Insulation Paints, Street and Playground Paints)
โ— Floor hardener, Epoxy              
โ— Geotextiles, Geo-membranes and other construction chemicals and materials

Tel: 0961955555 or 0961955559
Address: Signal, around signal mall
๐Ÿ‘2
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)
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