Ethio Construction Engineering
32.3K subscribers
6.27K photos
359 videos
1.99K files
3.31K 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
Earthquake_Fundamentals_by_Dr_Mesele_Haile__1730610599.pdf
3.6 MB
๐Ÿ‘‰Building Resilience: Earthquake Safety and Design for a Safer Future

๐ŸšงBuilding a Safer Ethiopia: Comprehensive Earthquake Resilience Through Engineering and Public Safety (October 29,2024) Event Slides by Dr. Mesele Haile

๐Ÿ“œ1 out of 8 documents provided by Dr. Mesele

#Earthquake #SeismicDesign #BuildingSafety #Ethiopia #Africa

(Courtesy of  ECC - Ethiopian Construction Works Corporation & Ethiopian Association of Civil Engineers)

Via Yonatan Tadesse PMP

@etconp
๐Ÿ‘18
๐Ÿ‘‰Self-compacting concrete

๐Ÿ’ซSelf-compacting concrete (SCC) is a specialized type of concrete that flows and spreads easily through formwork and around obstructions without the need for mechanical vibration. This is achieved through a careful balance of mix ingredients and the use of superplasticizers.

๐Ÿ—๏ธWhen to Use SCC

โœ”๏ธIn complex structures with dense reinforcement where conventional vibration would be difficult.
โœ”๏ธIn areas where noise reduction is important, such as urban locations.
โœ”๏ธ For elements with intricate shapes or surface textures that could be affected by vibration.
โœ”๏ธLarge construction projects where efficiency and speed are priorities.

๐Ÿ—๏ธAdvantages of SCC

โœ”๏ธImproved Quality and Finish: Provides a superior surface finish and better filling of forms.
โœ”๏ธReduced Labor and Noise: No need for vibration reduces labor costs and construction noise.
โœ”๏ธTime Efficiency: Faster placement reduces project timelines.
โœ”๏ธEnhanced Durability: Better compaction leads to improved strength and durability.
โœ”๏ธVersatility: Suitable for a variety of applications from precast structures to commercial builds.

๐Ÿ“œOverall, SCC enhances the construction process in terms of quality, efficiency, and sustainability.

#Selfcompactingconcrete #siteengineer #Civilengineer #concretetechnology

Via Yonatan Tadesse PMP

@etconp
๐Ÿ‘18โค1
๐Ÿ‘‰Subject : Foundations

๐ŸทFoundations can be shallow or deep, depending on the depth of the soil in which they are built.

๐Ÿ’ซWhat Is Shallow Foundations ??

โญ๏ธANSWER

โบShallow foundations are typically used for low-rise buildings or structures that are wider than they are tall.

๐Ÿ’ซWhat Is Deep foundation??

โญ๏ธANSWER

โบDeep foundations are used for structures that require more than 1.5 meters of depth to transfer their load.

@etconp
๐Ÿ‘13โค4
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
๐Ÿ‘2๐Ÿ‘1
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’•๐’“๐’–๐’„๐’•๐’Š๐’๐’ ๐‘ช๐’๐’‚๐’Š๐’Ž๐’” ๐‘ญ๐’๐’“ ๐‘ฝ๐’‚๐’“๐’Š๐’‚๐’•๐’Š๐’๐’ ๐‘ฐ๐’ ๐‘ธ๐’–๐’‚๐’๐’•๐’Š๐’•๐’š

๐ŸทParties may contemplate minor variation in quantity from contract estimate, especially if engineering documents aren't issued โ€œApproved for Construction (AFC)โ€

๐Ÿ’ซEven when AFC drawing issued prior to establishing contract price, change may occur, cause deviation from approved design & significantly increase or decrease required quantity to be installed & contractorโ€™s cost

โบUnder unit price contract contractor typically buy material, add overhead, profit markup & agree to perform work for this unit price

โ–ถ๏ธIf ownerโ€™s estimated quantity is higher than actual quantity, contractor may claim for unrecovered overhead cost & profit

โญ๏ธ๐•๐š๐ฅ๐ฎ๐ž ๐„๐ง๐ ๐ข๐ง๐ž๐ž๐ซ๐ข๐ง๐ 

Owner realize cost saving as result of value engineering, design change, reduce quantity, then request credit from contractor

Contractor might not pass on full saving achieved from ownerโ€™s change, potentially cause dispute with owner who expect larger credit

๐”๐ง๐›๐š๐ฅ๐š๐ง๐œ๐ž๐ ๐๐ซ๐ข๐œ๐ข๐ง๐ 

Contractor take risk with unit price contract tactically apply its overhead & profit % in unbalanced manner to items for which it expects large quantity increases as design matures, thus receiving additional profit layer

Such practice may backfire if โ€œover-pricedโ€ items quantities don't increase or decrease as result of value engineering, thus reduce contractorโ€™s overhead & profit recovery

๐‚๐ก๐š๐ง๐ ๐ž๐ฌ ๐‚๐ฅ๐š๐ฎ๐ฌ๐ž ๐€๐ฌ ๐‘๐ž๐ฆ๐ž๐๐ฒ

-๐•๐š๐ซ๐ข๐š๐ญ๐ข๐จ๐ง ๐ข๐ง ๐„๐ฌ๐ญ๐ข๐ฆ๐š๐ญ๐ž๐ ๐๐ฎ๐š๐ง๐ญ๐ข๐ญ๐ฒ "๐•๐„๐" ๐‚๐ฅ๐š๐ฎ๐ฌ๐ž
Equitably assign risk of increase or decrease in estimated quantity result from information or conditions not reasonably apparent to parties when they enter into contract to prevent harmful losses

Contract include provision, after given variation % (e.g 15-25 %), there can be adjustment to unit price

Technical specs & drawings describe what work is payable

-๐ƒ๐ข๐Ÿ๐Ÿ๐ž๐ซ๐ข๐ง๐  ๐’๐ข๐ญ๐ž ๐‚๐จ๐ง๐๐ข๐ญ๐ข๐จ๐ง๐ฌ ๐‚๐ฅ๐š๐ฎ๐ฌ๐ž

โ€œDiffering Site Conditionsโ€ clause override โ€œVEQโ€ clause when:
1)Actual quantities clearly exceed contemplation of parties; &

2)Cost of doing extra work greatly differs from stated unit-price because of factors not foreseen by either party

โ€œDiffering Site Conditionsโ€ clause may also prevail over use of โ€œVEQโ€ clause:
1)Ownerโ€™s estimate found to be prepared negligently; &

2)Owner fail to disclose โ€œsuperior knowledgeโ€ result quantity overrun

Contractor must maintain record of all cost associated with change or extra work

Advantage of recovery under โ€œDiffering Site Conditionsโ€ to contractor isn't limited to unit price but can recover actual cost plus reasonable overhead & profit

๐๐จ๐ญ๐ข๐œ๐ž ๐‘๐ž๐ช๐ฎ๐ข๐ซ๐ž๐ฆ๐ž๐ง๐ญ

VEQ clause usually don't specify contractor to notify owner in advance if actual quantity to exceed estimated quantity

The only notice requirement imposed by VEQ clause is related to requests for (EOT)

Via Yonatan Tadesse PMP

@etconp
๐Ÿ‘19โค2๐Ÿ‘1
๐Ÿ‘‰TYPES OF DRAWINGS USED IN BUILDING CONSTRUCTION

๐ŸšงDrawings are the most important things we need to start any construction project.

๐ŸทThere are different types of drawings for different purposes.

๐Ÿ“œIn this article, we will discuss different types of construction drawings (also known as working drawing)

โบConstruction drawings provide detail measurements and clear section of every building parts.

โบAfter reviewing, the drawings are justified and modified and finally approved for construction.

๐Ÿ’ซThe different types of construction drawings are listed below.

1) ARCHITECTURAL DRAWING

โบThis type of drawing provides complete view of a building. It demonstrates the location of the building and all building parts where they will be placed.

โบThere are different types of architectural drawings
with different names such as plan, elevation, section
etc.

2) STRUCTURAL DRAWING

โ–ถ๏ธAs the name suggests, this type of drawing provides information about structure, like strength of different structural elements, structural materials, grade, size and placement of reinforcement etc.

3) ELECTRICAL DRAWING

โบThis type of drawings provide the details and location of electrical wiring, fixtures, substation etc.

โ–ถ๏ธThe electrical load calculation is also given in the drawing.

4) PLUMBING AND SANITARY DRAWINGS

โบThese drawings give the location of sanitary, piping
for water supply system, fixture, and the process to
connect every fixture etc.

@etconp
๐Ÿ‘33โค3
Earthquake_slide_02_1730726722.pdf
8 MB
Building Resilience: Earthquake Safety and Design for a Safer Future

Event Slides by Dr. Mesele Haile

2 out of 8 documents provided by Dr. Mesele

#Earthquake #SeismicDesign #BuildingSafety #Ethiopia #Africa

ECC - Ethiopian Construction Works Corporation
Ethiopian Association of Civil Engineers

@etconp
Earthquake_Slides_03__1730726877.pdf
2.4 MB
Building Resilience: Earthquake Safety and Design for a Safer Future

Event Slides by Dr. Mesele Haile

The third Slide, out of 8 documents provided by Dr. Mesele

#Earthquake #SeismicDesign #BuildingSafety #Ethiopia #Africa
ECC - Ethiopian Construction Works Corporation
Ethiopian Association of Civil Engineers

@etconp
๐Ÿ‘13๐Ÿ™5โค2
๐Ÿ‘‰แ‰ แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แˆ‹แ‹ญ แˆˆแˆšแˆแŒ แˆฉ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝ แŠ แˆ›แˆซแŒญ แ‹จแŒแŒญแ‰ต แŠ แˆแ‰ณแ‰ต แŠ แŒˆแˆแŒแˆŽแ‰ตแŠ• แ‹ซแŒแŠ™

โ€œแ‰ แ‰ฅแ‹™ แ‹จแˆ›แˆ…แ‰ แˆซแ‹ŠแŠ“ แ‹จแ‰ฐแˆแŒฅแˆฎ แˆณแ‹ญแŠ•แˆต แ‹˜แˆญแŽแ‰ฝ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ต แ‰ฐแˆแŒฅแˆฎแŠ แ‹Š แˆ˜แˆ†แŠ‘ แ‰ฐแ‹ฐแŒ‹แŒแˆž แ‹จแ‰ฐแŒˆแˆˆแ… แŠฅแ‹แАแ‰ณ แАแ‹แกแก

แ‰ แˆ…แŒ แ‹ˆแ‹ญแŠ•แˆ แ‰ แ‹แˆ แ‹จแ‰ฐแŒˆแˆˆแ แˆ˜แ‰ฅแ‰ถแ‰ฝ แ‹ซแˆˆแˆ˜แŠจแ‰ แˆญ แŠฅแŠ“ แ‹จแ‹ญแŒˆแ‰ฃแŠ›แˆ แŒฅแ‹ซแ‰„แ‹Žแ‰ฝ แˆˆแŠฅแАแ‹šแˆ… แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝ แˆ˜แˆแŒ แˆญ แˆ˜แˆฐแˆจแ‰ณแ‹Š แˆแŠญแŠ•แ‹ซแ‰ต แŠ“แ‰ธแ‹แกแก

แˆ˜แˆฐแˆ แ‹ญแŒˆแ‰ฃแŠ›แˆ แŒฅแ‹ซแ‰„แ‹Žแ‰ฝแŠ• แ‰ แŠ แŒแ‰ฃแ‰ก แˆ˜แˆแ‰ณแ‰ต แ‹ซแˆแ‰ฐแ‰ปแˆˆ แŠฅแŠ•แ‹ฐแˆ†แА แŒ‰แ‹ณแ‹ฉ แ‹ˆแ‹ฐ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ต แ‹ฐแˆจแŒƒ แ‹จแˆ›แ‹ฐแŒ แŠฅแ‹ตแˆ‰ แˆฐแŠ แАแ‹แกแก

แˆตแˆˆแˆ†แАแˆ แ‹ซแˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝ แŠจแ แ‹ˆแ‹ณแˆˆ แ‹ฐแˆจแŒƒ แŠจแˆ›แ‹ฐแŒ‹แ‰ธแ‹แŠ“ แˆˆแ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แŠ แˆแŒปแŒธแˆ แŠฅแŠ•แ‰…แ‹แ‰ต แŠจแˆ˜แˆ†แŠ“แ‰ธแ‹ แ‰ แŠแ‰ต แˆ˜แ‰ณแˆจแˆ แˆ˜แ‰ปแˆ‹แ‰ธแ‹ แŠ แˆตแˆแˆ‹แŒŠ แАแ‹แกแก

แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ แ‰ แ‰ฐแ‹ซแ‹˜แˆ‹แ‰ธแ‹ แŒŠแ‹œ แ‰ แ‰ฐแ‹ซแ‹˜แˆ‹แ‰ธแ‹ แ‰ แŒ€แ‰ต แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แ‹ญแ‰ปแˆ แ‹˜แŠ•แ‹ต แ‹จแ‰ฐแˆˆแ‹ซแ‹ฉ แ‹จแŒแŒญแ‰ต แŠ แˆแ‰ณแ‰ต แ‹˜แ‹ดแ‹Žแ‰ฝแŠ• แ‰ฐแŒ แ‰…แˆž แ‹ซแŒ‹แŒ แˆ™ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝแŠ• แˆ˜แแ‰ณแ‰ต แŠ แˆแŠ• แŠ แˆแŠ• แ‹ญแ‰ แˆแŒฅ แŠฅแ‹จแ‰ณแˆ˜แАแ‰ แ‰ต แ‹จแˆ˜แŒฃ แŒ‰แ‹ณแ‹ญ แˆ†แŠ—แˆแกแก

แ‹จแŒแŠ•แ‰ฃแ‰ณ แ‹˜แˆญแ‰แˆ แŠจแŒแŒญแ‰ถแ‰ฝ/ แŠซแˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝ แ‹จแ€แ‹ณ แ‰ฃแˆˆแˆ˜แˆ†แŠ‘ แ‰ แ‰ฐแˆ˜แˆณแˆณแ‹ญ แ‹•แ‹ญแ‰ณ แ‹จแˆšแ‰ณแ‹ญ แŠฅแŠ“ แˆ˜แˆแ‰ณแ‰ต แ‹ซแˆˆแ‰ แ‰ต แŒ‰แ‹ณแ‹ญ แАแ‹แกแก

แ‹จแŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ต แ‰ แ‹แˆตแŒก แŠจแˆšแˆณแ‰ฐแ‰ แ‰ฃแˆˆแ‹ตแˆญแˆปแ‹Žแ‰ฝแฃ แŠจแˆšแˆแˆตแ‰ แ‰ต แˆ˜แ‹‹แ‹•แˆˆ แАแ‹‹แ‹ญ แŠฅแŠ•แ‹ฒแˆแˆ แŠจแˆšแ‹ˆแˆตแ‹ฐแ‹ แŒŠแ‹œ แ‹แˆตแ‰ฅแˆตแ‰ฅแАแ‰ต แ‹ˆแ‹˜แ‰ฐ แŠ แŠ•แƒแˆญ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ต แˆ˜แˆแŒ แˆฉ แ‹จแˆšแŒ แ‰ แ‰… แАแ‹แก

แ‰ แŒแŠ•แ‰ฃแ‰ณ แˆ‚แ‹ฐแ‰ถแ‰ฝ แ‹แˆตแŒฅ แ‹จแˆšแ‹ซแŒ‹แŒฅแˆ™ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝแŠ• แˆ˜แแ‰ณแ‰ต แˆแˆญแŒ€ แ‰ฅแ‹™ แŒ แ‰€แˆœแ‰ณ แŠฅแŠ•แ‹ณแˆˆแ‹ แ‹จแ‹˜แˆญแ‰ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝ แ‰ แˆตแ‹แ‰ต แ‹ญแŒˆแˆแŒปแˆ‰แกแก

แˆตแˆˆแˆ†แАแˆ แŒแŒญแ‰ถแ‰ฝ/ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝ/ แ‹ˆแ‹ฐ แแˆญแ‹ต แ‰คแ‰ต แŠจแˆ˜แˆ„แ‹ณแ‰ธแ‹ แ‰ แŠแ‰ต แŠ แˆ›แˆซแŒญ แ‹จแŒแŒญแ‰ต แŠ แˆแ‰ณแ‰ต แ‹˜แ‹ดแ‹Žแ‰ฝแŠ• แ‰ แˆ˜แŒ แ‰€แˆ แˆŠแ‹ซแŒ‹แŒฅแˆ™ แ‹จแˆšแ‰ฝแˆ‰ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝแŠ• แˆ˜แแ‰ณแ‰ต แ‰ แ‰ฐแŠจแˆซแŠซแˆช แ‹ˆแŒˆแŠ–แ‰ฝ แˆ˜แŠซแŠจแˆ แˆ˜แˆแŠซแˆ แŒแŠ•แŠ™แАแ‰ตแŠ• แŠจแˆ›แˆตแ‰€แŒ แˆ แŠ แŠณแ‹ซแฃ แŠจแˆ…แŒ แˆ™แ‹ซ แ‹แŒช แ‹ซแˆ‰ แˆŒแˆŽแ‰ฝ แ‰ฃแˆˆแˆ™แ‹ซแ‹Žแ‰ฝแŠ• แŠจแˆ›แˆณแ‰ฐแ แ‰ แ‰ฐแŒจแˆ›แˆช แŒŠแ‹œแŠ•แฃ แ‹ˆแŒชแŠ• แŠฅแŠ“ แ‰ แ‹ณแŠแАแ‰ต แ‰ฐแ‰‹แˆ›แ‰ต แˆ‹แ‹ญ แ‹จแˆšแˆแŒฅแˆจแ‹แŠ• แŒซแŠ“ แ‹จแˆšแ‰€แŠ•แˆต แ‰ แˆ˜แˆ†แŠ‘ แ‹ญแˆ… แŠ แˆฐแˆซแˆญ แ‰ แŒแŠ•แ‰ฃแ‰ณ แ‹™แˆชแ‹ซ แ‹จแˆšแŠ–แˆจแ‹ แŒ แ‰€แˆœแ‰ณ แ‹จแŒŽแˆ‹ แАแ‹แกแก

แ‹จแˆšแŠ’แˆตแ‰ตแˆฎแ‰ฝ แˆแŠญแˆญ แ‰คแ‰ต แ‹จแŒแ‹ดแˆซแˆ แˆ˜แŠ•แŒแˆตแ‰ต แŠ แˆตแˆแŒปแˆš แŠ แŠซแˆ‹แ‰ตแŠ• แˆตแˆแŒฃแŠ•แŠ“ แ‰ฐแŒแ‰ฃแˆญ แˆˆแˆ˜แ‹ˆแˆฐแŠ• แ‰ แ‹ˆแŒฃแ‹ แŠ แ‹‹แŒ… 1263/2014 แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แ‹จแ‰ฐแ‰‹แ‰‹แˆ˜ แŠฅแŠ“ แˆตแˆแŒฃแŠ‘แŠ•แŠ“ แ‰ฐแŒแ‰ฃแˆฉแŠ•แˆ แˆˆแˆ˜แ‹ˆแˆฐแŠ• แŠฅแŠ•แ‹ฐแ‹šแˆ แ‰ แˆšแŠ’แˆตแ‰ตแˆฎแ‰ฝ แˆแŠญแˆญ แ‰คแ‰ต แ‹ฐแŠ•แ‰ฅ แ‰แŒฅแˆญ 524/2015 แˆ˜แˆฐแˆจแ‰ต แŠ แ‹ตแˆญแŒŽ แˆ˜แ‰‹แ‰‹แˆ™ แ‹ญแ‰ณแ‹ˆแ‰ƒแˆแกแก

แ‹ญแˆ…แŠ• แˆ˜แАแˆป แ‰ แˆ›แ‹ตแˆจแŒ แ‰ แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹จแ‹ณแŠแАแ‰ต แŠฅแŠ“ แ‹จแ‹•แˆญแ‰… แŠ แˆฐแˆซแˆญ แˆตแˆญแ‹“แ‰ต แŠ แ‹‹แŒ… แ‰แŒฅแˆญ 1237/2013แŠ• แˆ˜แˆ แˆจแ‰ต แ‰ แˆ›แ‹ตแˆจแŒ แŠฅแŠ“ แ‰ แ‹ฐแŠ•แ‰ฅ แ‰แŒฅแˆญ 524/2015 แŠ แŠ•แ‰€แŒฝ 5 (16) แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แ‰ แˆ˜แŠ•แŒแˆตแ‰ต แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆตแˆซแ‹Žแ‰ฝ แˆˆแˆšแˆแŒ แˆฉ แ‹จแ‹แˆ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝ แ‰ แˆšแ‹˜แˆจแŒ‹แ‹ แŠ แˆฐแˆซแˆญ แˆตแˆญแ‹“แ‰ต แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝ/ แ‰ฐแ‹‹แ‹‹แ‹ฎแ‰ฝ แ‰ แŠ แˆ›แˆซแŒญ แ‹จแŒแŒญแ‰ต แˆ˜แแ‰ป แ‹˜แ‹ดแ‹Žแ‰ฝ แˆ˜แแ‰ตแˆ„ แŠฅแŠ•แ‹ฒแ‹ซแŒˆแŠ™ แ‹จแˆ›แ‹ตแˆจแŒ แˆตแˆแŒฃแŠ•แŠ“ แ‰ฐแŒแ‰ฃแˆญ แ‰ฐแˆฐแŒฅแ‰ถแ‰ณแˆแกแก

แ‰ แ‹šแˆ…แˆ แˆ˜แАแˆปแАแ‰ตแฃ แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆตแˆแŒฃแŠ• แ‰ แˆ˜แŠ•แŒแˆตแ‰ต แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แˆตแˆซแ‹Žแ‰ฝ แˆˆแˆšแˆแŒ แˆฉ แ‹จแ‹แˆ แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝ แ‰ แ‹˜แˆจแŒ‹แ‹ แ‹จแŠ แˆฐแˆซแˆญ แˆตแˆญแ‹“แ‰ต แ‰ แŠ แˆ›แˆซแŒญ แ‹จแŒแŒญแ‰ต แˆ˜แแ‰ป แ‹˜แ‹ดแ‹Žแ‰ฝ แˆ˜แแ‰ตแˆ„ แŠฅแŠ•แ‹ฒแ‹ซแŒˆแŠ™ แŠฅแ‹จแˆฐแˆซ แˆ˜แˆ†แŠ‘แŠ• แŠฅแ‹จแŒˆแˆˆแ…แŠ• แˆ›แŠ•แŠ›แ‹แˆ แ‹จแˆ…แŠ•แŒปแŠ“ แ‹จแˆ˜แˆ แˆจแ‰ต-แˆแˆ›แ‰ต แ•แˆฎแŒ€แŠญแ‰ถแ‰ฝแŠ• แ‹จแˆšแ‹ซแˆตแŒˆแАแ‰ก แŠฅแŠ“ แŠฅแ‹ซแˆตแŒˆแАแ‰ก แ‹ซแˆ‰ แ‹จแˆ˜แŠ•แŒแˆตแ‰ต แŠ แˆตแˆแŒปแˆš แ‰ฐแ‰‹แˆ›แ‰ต แŠฅแŠ“ แ‹จแˆšแˆ˜แˆˆแŠจแ‰ณแ‰ธแ‹ แ‹จแ‰ฃแˆˆแ‹ตแˆญแˆป แŠ แŠซแˆ‹แ‰ต แ‰ แˆ˜แ‹ฐแ‰ แŠ› แแˆญแ‹ต แ‰คแ‰ต แ‹จแˆšแˆฐแŒก แŠ แŒˆแˆแŒแˆŽแ‰ถแ‰ฝ แŠฅแŠ•แ‹ฐแ‰ฐแŒ แ‰ แ‰€ แˆ†แŠ–แค แŠ แˆˆแˆ˜แŒแ‰ฃแ‰ฃแ‰ถแ‰ฝแŠ• แ‰ แŠ แˆ›แˆซแŒญ แ‹จแŒแŒญแ‰ต แŠ แˆแ‰ณแ‰ต แ‹˜แ‹ดแ‹Žแ‰ฝ แˆ˜แแ‰ณแ‰ต แ‹จแˆšแˆแˆแŒ‰ แ‹จแˆ˜แŠ•แŒแˆตแ‰ต แ‰ฐแ‰‹แˆ›แ‰ต แ‹ˆแ‹ญแˆ แŒแŒญแ‰ถแ‰ฝแŠ• แ‰ แŠ แˆ›แˆซแŒญ แ‹จแˆ™แŒแ‰ต แˆ˜แแ‰ป แ‹˜แ‹ดแ‹Žแ‰ฝ แˆˆแˆ˜แแ‰ณแ‰ต แ‹จแˆ…แŒ แˆตแˆแŒฃแŠ• แ‹ซแˆ‹แ‰ธแ‹ แ‰ฐแ‰‹แˆ›แ‰ต แŠ แŒˆแˆแŒแˆŽแ‰ฑแŠ• แŠจแ‰ฃแˆˆแˆตแˆแŒฃแŠ• แˆ˜/แ‰คแ‰ฑ แˆ›แŒแŠ˜แ‰ต แ‹จแˆšแ‰ฝแˆ‰ แˆ˜แˆ†แŠ‘แŠ• แŠฅแŠ“แˆณแ‹แ‰ƒแˆˆแŠ•แกแก

แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ‰ฃแˆˆแˆตแˆแŒฃแŠ•

@etconp
๐Ÿ‘13
๐Ÿ‘‰Why Project Managers and Quantity Surveyors Should Work Hand in Hand

๐ŸšงIn construction, effective collaboration between Project Managers and Quantity Surveyors is crucial to keep projects on track and within budget.

โบTheir combined expertise in managing time and finances ensures project success, especially when facing challenges.

๐Ÿ’ซKey Reasons for Working Together

1๏ธโƒฃ Time Directly Impacts Costs:

โ–ถ๏ธDelays in construction almost always increase costs, as extended timelines often require additional resources, labor, and equipment.

โ–ถ๏ธBy working together, Project Managers can keep the schedule in check while Quantity Surveyors monitor the financial impact, balancing both time and cost efficiently.

2๏ธโƒฃ Managing Delays and Extensions:

โ–ถ๏ธIn the case of project delays or extensions of time (EOT), Project Managers assess the need for extra time, while Quantity Surveyors calculate the financial implications.

โ–ถ๏ธThis collaboration enables them to adjust budgets and schedules accurately, minimizing unexpected costs and ensuring a fair adjustment to both parties.

3๏ธโƒฃ Handling Payment Delays:

โ–ถ๏ธLate payments can disrupt cash flow, impacting the availability of materials and labor.

โ–ถ๏ธQuantity Surveyors keep track of payment schedules and advise on financial planning, while Project Managers ensure resource availability, helping to prevent costly project interruptions.

4๏ธโƒฃ Effective Risk Management:

โ–ถ๏ธProject Managers and Quantity Surveyors identify and plan for risks in both timelines and costs.

โ–ถ๏ธTogether, they address financial risks associated with delays, price fluctuations, or changes in project scope, ensuring better control over project risks.

5๏ธโƒฃ Optimized Resource Allocation:

โ–ถ๏ธProject Managers ensure resources are available when needed, while Quantity Surveyors focus on cost-effectiveness.

โ–ถ๏ธThis combined approach ensures resources are used efficiently and reduces the likelihood of budget overruns.

โญ๏ธFor construction projects, time and money are interlinked, making it essential for Project Managers and Quantity Surveyors to work hand in hand.

@etconp
๐Ÿ‘13โค2
๐Ÿ‘‰แ‰ แˆ˜แˆฌแ‰ต แˆ˜แŠ•แ‰€แŒฅแ‰€แŒฅ แˆณแ‰ขแ‹ซ แ‹จแˆ˜แˆ›แˆชแ‹ซ แŠญแแˆŽแ‰ฝ แ‰ แŠจแŠแˆ แŠจแŒฅแ‰…แˆ แ‹‰แŒญ แˆ†แАแ‹‹แˆ แ‰ฐแ‰ฃแˆˆ

แ‰ แŠ แ‹แˆญ แŠญแˆแˆ แ‰ แŠ แ‹‹แˆฝ แˆแŠ•แ‰ณแˆŒ แ‹ˆแˆจแ‹ณ แ‰ แ‰ฐแŠจแˆฐแ‰ฐแ‹ แ‹จแˆ˜แˆฌแ‰ต แˆ˜แŠ•แ‰€แŒฅแ‰€แŒฅ แ‰ แ‹ˆแˆจแ‹ณแ‹ แ‰ แˆšแŒˆแŠ™ แ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซ แŠฅแŠ“ แ‹จแˆแˆˆแ‰ฐแŠ› แ‹ฐแˆจแŒƒ แ‰ตแˆแˆ…แˆญแ‰ต แ‰คแ‰ถแ‰ฝ แˆ‹แ‹ญ แ‰ฐแˆแŒฅแˆฏ แŒ‰แ‹ณแ‰ต แŠฅแŠ•แ‹ฐแ‹ฐแˆจแˆฐแ‰ฃแ‰ธแ‹ แ‹จแŠ แ‹‹แˆฝ แˆแŠ•แ‰ณแˆŒ แ‹ˆแˆจแ‹ณ แ‹‹แŠ“ แŠ แˆตแ‰ฐแ‹ณแ‹ณแˆช แŠ แ‹ฐแˆแ‰ แˆ‹แˆ… แˆ€แˆ˜แ‹ฑ แˆˆแŠ แˆแ‹ฑ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแกแก

แ‰ แ‹ˆแˆจแ‹ณแ‹ แ‰ แ‰ฐแ‹ฐแŒ‹แŒ‹แˆš แŠฅแ‹จแ‰ฐแŠจแˆฐแ‰ฐ แ‰ แˆšแŒˆแŠ˜แ‹ แ‹จแˆ˜แˆฌแ‰ต แˆ˜แŠ•แ‰€แŒฅแ‰€แŒฅ แ‰ แˆตแแˆซแ‹ แ‹จแˆšแŒˆแŠ™ แ‰ตแˆแˆ…แˆญแ‰ต แ‰คแ‰ถแ‰ฝ แ‰ แŠจแŠแˆ แŒ‰แ‹ณแ‰ต แŠฅแŠ•แ‹ฐแ‹ฐแˆจแˆฐแ‰ฃแ‰ธแ‹ แ‹จแŒˆแˆˆแŒนแ‰ต แ‹‹แŠ“ แŠ แˆตแ‰ฐแ‹ณแ‹ณแˆชแ‹แค แ‰ แ‹šแˆ…แˆ แˆแŠญแŠ•แ‹ซแ‰ต แ‰ฐแˆ›แˆชแ‹Žแ‰ฝ แŠจแ‰ตแˆแˆ…แˆญแ‰ต แˆ˜แˆ›แˆชแ‹ซ แŠญแแˆ แ‹แŒญ แ‰ตแˆแˆญแ‰ณแ‰ธแ‹แŠ• แŠฅแ‹จแ‰ฐแŠจแ‰ณแ‰ฐแˆ‰ แŠฅแŠ•แ‹ฐแˆšแŒˆแŠ™ แ‰ฐแŠ“แŒแˆจแ‹‹แˆแกแก

"แ‰ แŠ แŠซแ‰ฃแ‰ขแ‹ แŠฅแ‹จแ‰ฐแŠจแˆฐแ‰ฐ แ‹จแˆšแŒˆแŠ˜แ‹ แ‹จแˆ˜แˆฌแ‰ต แˆ˜แŠ•แ‰€แŒฅแ‰€แŒฅ แŠจแ‹šแˆ… แ‰€แ‹ฐแˆ แ‰ แ‰ฐแˆฐแАแŒ แ‰€ แ‰ฆแ‰ณ แˆ‹แ‹ญ แ‰ แ‰ฐแˆ˜แˆณแˆณแ‹ญ แŠ แ‹ฐแŒ‹แ‹ แ‹จแˆšแŠจแˆฐแ‰ตแ‰ แ‰ต แˆแŠ”แ‰ณ แ‰ แˆ˜แŠ–แˆฉ แˆตแŒ‹แ‰ต แˆแŒฅแˆฏแˆ" แˆฒแˆ‰แˆ แŠ แŠญแˆˆแ‹‹แˆแกแก

แŠจแ‹šแˆ… แ‰€แ‹ฐแˆ แ‰ แ‹ˆแˆจแ‹ณแ‹ แˆณแ‰กแˆฌ แ‰€แ‰ แˆŒ แŠกแŠ•แŒ‹แ‹ญแ‰ฑ แŠ แŠ•แ‹ฐแŠ› แ‹ฐแˆจแŒƒแŠ“ แ‹จแˆแˆˆแ‰ฐแŠ› แ‹ฐแˆจแŒƒ แ‰ต/แ‰ต แ‰คแ‰ต แ‰ แˆ˜แˆฌแ‰ต แˆ›แŠ•แ‰€แŒฅแ‰€แŒก แˆแŠญแŠ•แ‹ซแ‰ต แ‹จแ‰ต/แ‰คแ‰ฑ แŒฃแˆชแ‹ซแฃ แŒแ‹ตแŒแ‹ณ แŠฅแŠ“ แ‹ˆแˆˆแˆ แ‰ แˆ˜แˆฐแАแŒฃแŒ แ‰ แ‰ แˆ˜แˆแˆ…แˆซแŠ• แŠฅแŠ“ แ‰ฐแˆ›แˆชแ‹Žแ‰ฝ แˆ‹แ‹ญ แŒ‰แ‹ณแ‰ต แŠฅแŠ•แ‹ณแ‹ซแˆตแŠจแ‰ตแˆ แˆ˜แˆแˆ…แˆซแŠ• แ‰ฐแˆ›แˆชแ‹Žแ‰น แ‰ แˆœแ‹ณแ‹ แˆ‹แ‹ญ แˆˆแˆ›แˆตแ‰ฐแˆ›แˆญ แˆ˜แŒˆแ‹ฐแ‹ฑแŠ• แŠ แˆตแ‰ณแ‹แ‰† แАแ‰ แˆญแข

แ‰ แŠญแˆแˆ‰ แŠฅแ‹จแ‰ฐแŠจแˆฐแ‰ฐ แ‹ซแˆˆแ‹ แ‰ฐแ‹ฐแŒ‹แŒ‹แˆš แ‹จแˆ˜แˆฌแ‰ต แˆ˜แŠ•แ‰€แŒฅแ‰€แŒฅ แ‰ แŠ แŠ•แ‹ณแŠ•แ‹ต แŠ แŠซแ‰ฃแ‰ขแ‹Žแ‰ฝ แ‹จแˆ˜แˆฌแ‰ต แˆ˜แˆฐแŒ แŠ•แ‰…แฃ แˆ˜แŠ–แˆชแ‹ซ แ‰คแ‰ถแ‰ฝ แˆ‹แ‹ญ แ‰€แˆˆแˆ แ‹ซแˆˆ แˆ˜แแˆจแˆตแŠ“ แˆ˜แˆฐแŠ•แŒ แ‰… แŠฅแŠ•แ‹ฒแˆแˆ แ‰ แŠฅแŠ•แˆตแˆณแ‰ถแ‰ฝ แŠจแแ‰ฐแŠ› แ‹ตแŠ•แŒ‹แŒค แŠฅแŠ“ แˆ˜แŒ แАแŠ› แŒ‰แ‹ณแ‰ต แˆ›แˆตแŠจแ‰ฐแˆ‰ แ‹จแ‰ฐแАแŒˆแˆจ แˆฒแˆ†แŠ•แฃ แ‹จแˆ˜แˆฌแ‰ต แˆ˜แŠ•แ‰€แŒฅแ‰€แŒก แ‹ซแˆตแŠจแ‰ฐแˆ‹แ‰ธแ‹ แ‰ฐแ‹ฐแŒ‹แŒ‹แˆš แŠ•แ‹แˆจแ‰ถแ‰ฝ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‹ตแˆจแˆต แˆ˜แˆฐแˆ›แ‰ณแ‰ธแ‹ แˆ˜แ‹˜แŒˆแ‰ก แ‹ญแ‰ณแ‹ˆแˆณแˆแกแก

แ‹ญแˆ…แˆ แ‹จแˆ˜แˆฌแ‰ต แˆ˜แŒฅแ‰€แŒฅแ‰€แŒฅ แ‹จแˆฌแŠญแ‰ณแˆ แˆตแŠฌแˆ แˆ˜แŒ แŠ• แŠจ4 แАแŒฅแ‰ฅ 5 แŠฅแˆตแŠจ 4 แŠ แŒฅแ‰ฅ 9 แŠฅแ‹จแŒจแˆ˜แˆจ แ‹จแˆšแŒˆแŠแ‰ แ‰ต แˆแŠ”แ‰ณ แŠฅแŠ•แ‹ณแˆˆ แˆ˜แАแŒˆแˆฉ แ‹จแˆšแ‰ณแ‹ˆแˆต แАแ‹แกแก

Via แŠ แˆแ‹ฑ แˆฌแ‹ฒแ‹ฎ

@etconp
๐Ÿ‘9โค1
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
๐Ÿ‘1
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
๐ŸŽ‰1
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

๐Ÿšง๐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%.

๐Ÿ’ซ๐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

โญ๏ธ๐‚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‡๏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‘16โค11
๐Ÿ‘‰What is the main difference between square column and circular column? Which one is more used and why?

โ–  Here are some thoughts:

Circular columns are symmetric about any centroidal axis. Square columns have only 4 axes of symmetry.
If you compare a square column with a circular column having the same diameter as the side of the square column, circular column has a smaller cross section area (0.785 times the square column) but larger second moment of area (1.178 times the square column). Thus, it is less prone to buckling and may require slightly more reinforcement to carry the same load as a square column.
The minimum number of bars required in a square column is 4, while for circular columns, it is 6.
Form work for square columns is simpler (due to the straight sides) compared to circular columns.
Circular columns are considered aesthetically pleasing compared to square columns .

Which column gives good strength circular or rectangular??

โ–  Theoretically, circular columns give more strength compared to rectangular columns.

Consider a circular and a rectangular column of side D, D*B. The cross-sectional area of the circular column will be higher when compared to rectangular columns. Also, the moment of interia of the circular columns will be much higher than that of the rectangular/square columns. Thereby, less dangerous towards buckling.

( The reason to prefer a rectangular column is because it fits with the wall and beam properly. And formwork and compaction are easy)

Even in terms of reinforcement,

The minimum number of bars in the rectangular column is 4.

The minimum number of bars in a circular column is 6.

โ–  The round or circular columns give more strength with respect to rectangular cross section because of its resistance against buckling and torsion. This is due to its uniform cross-section and high moment of inertia.

Within circular columns, the one with helical stirrups provides 5% more strength in comparison to normal circular stirrups as per IS 456 :2000 (Cl. 39.4).

Generally, rectangular columns are used at the site because:

The ease with which their shuttering is available and used at site..
At the corners, circular columns are difficult to hide. Hence, it causes hindrance in aesthetics.
Problem of binding stirrups (in case of helical it is more difficult).

โ– The following points show the difference between the strength of two different types of columns,

Due to their Slenderness ratios.
Circular cross-section columns are more resistant to buckling as compared to the rectangular cross-section. Furthermore, circular sections will have uniform torsion characteristics.
No weak corners in circular columns and no stress concentration.
Columns having shear reinforcement in the form of spirals gives better confinement than shear reinforcement in the form of ties.
A column is only as strong as its weakest point, and square columns have four lines of weakness โ€“ the folds. The circular cross section doesn't have any folds, so they donโ€™t have any points of weakness and can spread the load theyโ€™re bearing out evenly across the whole cylinder.
The resistance to bending or deflection of a circular cross section is higher than a rectangular cross section with the same area. In addition, the load required to buckle a column with a circular cross section is the same around its perimeter, but a beam with a rectangular cross section may bend first in either of two axes.

@etconp
๐Ÿ‘24โค2