Earthquake_Fundamentals_by_Dr_Mesele_Haile__1730610599.pdf
3.6 MB
๐Building Resilience: Earthquake Safety and Design for a Safer Future
๐งBuilding a Safer Ethiopia: Comprehensive Earthquake Resilience Through Engineering and Public Safety (October 29,2024) Event Slides by Dr. Mesele Haile
๐1 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
๐งBuilding a Safer Ethiopia: Comprehensive Earthquake Resilience Through Engineering and Public Safety (October 29,2024) Event Slides by Dr. Mesele Haile
๐1 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
๐18
๐Self-compacting concrete
๐ซSelf-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.
๐๏ธWhen to Use SCC
โ๏ธIn complex structures with dense reinforcement where conventional vibration would be difficult.
โ๏ธIn areas where noise reduction is important, such as urban locations.
โ๏ธ For elements with intricate shapes or surface textures that could be affected by vibration.
โ๏ธLarge construction projects where efficiency and speed are priorities.
๐๏ธAdvantages of SCC
โ๏ธImproved Quality and Finish: Provides a superior surface finish and better filling of forms.
โ๏ธReduced Labor and Noise: No need for vibration reduces labor costs and construction noise.
โ๏ธTime Efficiency: Faster placement reduces project timelines.
โ๏ธEnhanced Durability: Better compaction leads to improved strength and durability.
โ๏ธVersatility: Suitable for a variety of applications from precast structures to commercial builds.
๐Overall, SCC enhances the construction process in terms of quality, efficiency, and sustainability.
#Selfcompactingconcrete #siteengineer #Civilengineer #concretetechnology
Via Yonatan Tadesse PMP
@etconp
๐ซSelf-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.
๐๏ธWhen to Use SCC
โ๏ธIn complex structures with dense reinforcement where conventional vibration would be difficult.
โ๏ธIn areas where noise reduction is important, such as urban locations.
โ๏ธ For elements with intricate shapes or surface textures that could be affected by vibration.
โ๏ธLarge construction projects where efficiency and speed are priorities.
๐๏ธAdvantages of SCC
โ๏ธImproved Quality and Finish: Provides a superior surface finish and better filling of forms.
โ๏ธReduced Labor and Noise: No need for vibration reduces labor costs and construction noise.
โ๏ธTime Efficiency: Faster placement reduces project timelines.
โ๏ธEnhanced Durability: Better compaction leads to improved strength and durability.
โ๏ธVersatility: Suitable for a variety of applications from precast structures to commercial builds.
๐Overall, SCC enhances the construction process in terms of quality, efficiency, and sustainability.
#Selfcompactingconcrete #siteengineer #Civilengineer #concretetechnology
Via Yonatan Tadesse PMP
@etconp
๐18โค1
๐Subject : Foundations
๐ทFoundations can be shallow or deep, depending on the depth of the soil in which they are built.
๐ซWhat Is Shallow Foundations ??
โญ๏ธANSWER
โบShallow foundations are typically used for low-rise buildings or structures that are wider than they are tall.
๐ซWhat Is Deep foundation??
โญ๏ธANSWER
โบDeep foundations are used for structures that require more than 1.5 meters of depth to transfer their load.
@etconp
๐ทFoundations can be shallow or deep, depending on the depth of the soil in which they are built.
๐ซWhat Is Shallow Foundations ??
โญ๏ธANSWER
โบShallow foundations are typically used for low-rise buildings or structures that are wider than they are tall.
๐ซWhat Is Deep foundation??
โญ๏ธANSWER
โบDeep foundations are used for structures that require more than 1.5 meters of depth to transfer their load.
@etconp
๐13โค4
ACI_224_1R_07_1730738730.pdf
2 MB
๐Causes, Evaluation, and Repair of Cracks in Concrete Structures
ACI 224.1R-07
#civilengineering #retrofit #rehabilitation #asce41 #fema356 #Structuralengineering #earthquakeengineering
#steelstructures #concretestructures
#AWS #ISO #ICRI
Via Yonatan Tadesse PMP
@etconp
ACI 224.1R-07
#civilengineering #retrofit #rehabilitation #asce41 #fema356 #Structuralengineering #earthquakeengineering
#steelstructures #concretestructures
#AWS #ISO #ICRI
Via Yonatan Tadesse PMP
@etconp
๐5๐2
Intercon Construction Chemicals
๐ 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
๐ 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
๐2๐1
แณแแซแต แแแต แฅแ แแฆแแต แ แ
แซแข
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โ๏ธแแแซ แแแจแซ แแฅแปแ แแ แแซ แแฝแแฝ แ แแ
๐แแฎ (แถแแฒแ) แฅแญแต แฅแแ แแแ แฅแแฒแแ แฅแแฅแแแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แฅแแฐแซแแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ แ.1 แ แแถแฅแต แฐแซ(แแณแแแซ)
แ.2 แแญแซแถ
แ.3 แฐแญแแแญแแแต
0904040477
0911016833
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โ๏ธแแแซ แแแจแซ แแฅแปแ แแ แแซ แแฝแแฝ แ แแ
๐แแฎ (แถแแฒแ) แฅแญแต แฅแแ แแแ แฅแแฒแแ แฅแแฅแแแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แฅแแฐแซแแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ แ.1 แ แแถแฅแต แฐแซ(แแณแแแซ)
แ.2 แแญแซแถ
แ.3 แฐแญแแแญแแแต
0904040477
0911016833
๐4โค1
๐๐ช๐๐๐๐๐๐๐๐๐๐๐ ๐ช๐๐๐๐๐ ๐ญ๐๐ ๐ฝ๐๐๐๐๐๐๐๐ ๐ฐ๐ ๐ธ๐๐๐๐๐๐๐
๐ทParties may contemplate minor variation in quantity from contract estimate, especially if engineering documents aren't issued โApproved for Construction (AFC)โ
๐ซEven 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 & contractorโs cost
โบUnder unit price contract contractor typically buy material, add overhead, profit markup & agree to perform work for this unit price
โถ๏ธIf ownerโs estimated quantity is higher than actual quantity, contractor may claim for unrecovered overhead cost & profit
โญ๏ธ๐๐๐ฅ๐ฎ๐ ๐๐ง๐ ๐ข๐ง๐๐๐ซ๐ข๐ง๐
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 ownerโs change, potentially cause dispute with owner who expect larger credit
๐๐ง๐๐๐ฅ๐๐ง๐๐๐ ๐๐ซ๐ข๐๐ข๐ง๐
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 โover-pricedโ items quantities don't increase or decrease as result of value engineering, thus reduce contractorโs overhead & profit recovery
๐๐ก๐๐ง๐ ๐๐ฌ ๐๐ฅ๐๐ฎ๐ฌ๐ ๐๐ฌ ๐๐๐ฆ๐๐๐ฒ
-๐๐๐ซ๐ข๐๐ญ๐ข๐จ๐ง ๐ข๐ง ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐๐ ๐๐ฎ๐๐ง๐ญ๐ข๐ญ๐ฒ "๐๐๐" ๐๐ฅ๐๐ฎ๐ฌ๐
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
-๐๐ข๐๐๐๐ซ๐ข๐ง๐ ๐๐ข๐ญ๐ ๐๐จ๐ง๐๐ข๐ญ๐ข๐จ๐ง๐ฌ ๐๐ฅ๐๐ฎ๐ฌ๐
โDiffering Site Conditionsโ clause override โVEQโ 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
โDiffering Site Conditionsโ clause may also prevail over use of โVEQโ clause:
1)Ownerโs estimate found to be prepared negligently; &
2)Owner fail to disclose โsuperior knowledgeโ result quantity overrun
Contractor must maintain record of all cost associated with change or extra work
Advantage of recovery under โDiffering Site Conditionsโ to contractor isn't limited to unit price but can recover actual cost plus reasonable overhead & profit
๐๐จ๐ญ๐ข๐๐ ๐๐๐ช๐ฎ๐ข๐ซ๐๐ฆ๐๐ง๐ญ
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
๐ทParties may contemplate minor variation in quantity from contract estimate, especially if engineering documents aren't issued โApproved for Construction (AFC)โ
๐ซEven 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 & contractorโs cost
โบUnder unit price contract contractor typically buy material, add overhead, profit markup & agree to perform work for this unit price
โถ๏ธIf ownerโs estimated quantity is higher than actual quantity, contractor may claim for unrecovered overhead cost & profit
โญ๏ธ๐๐๐ฅ๐ฎ๐ ๐๐ง๐ ๐ข๐ง๐๐๐ซ๐ข๐ง๐
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 ownerโs change, potentially cause dispute with owner who expect larger credit
๐๐ง๐๐๐ฅ๐๐ง๐๐๐ ๐๐ซ๐ข๐๐ข๐ง๐
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 โover-pricedโ items quantities don't increase or decrease as result of value engineering, thus reduce contractorโs overhead & profit recovery
๐๐ก๐๐ง๐ ๐๐ฌ ๐๐ฅ๐๐ฎ๐ฌ๐ ๐๐ฌ ๐๐๐ฆ๐๐๐ฒ
-๐๐๐ซ๐ข๐๐ญ๐ข๐จ๐ง ๐ข๐ง ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐๐ ๐๐ฎ๐๐ง๐ญ๐ข๐ญ๐ฒ "๐๐๐" ๐๐ฅ๐๐ฎ๐ฌ๐
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
-๐๐ข๐๐๐๐ซ๐ข๐ง๐ ๐๐ข๐ญ๐ ๐๐จ๐ง๐๐ข๐ญ๐ข๐จ๐ง๐ฌ ๐๐ฅ๐๐ฎ๐ฌ๐
โDiffering Site Conditionsโ clause override โVEQโ 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
โDiffering Site Conditionsโ clause may also prevail over use of โVEQโ clause:
1)Ownerโs estimate found to be prepared negligently; &
2)Owner fail to disclose โsuperior knowledgeโ result quantity overrun
Contractor must maintain record of all cost associated with change or extra work
Advantage of recovery under โDiffering Site Conditionsโ to contractor isn't limited to unit price but can recover actual cost plus reasonable overhead & profit
๐๐จ๐ญ๐ข๐๐ ๐๐๐ช๐ฎ๐ข๐ซ๐๐ฆ๐๐ง๐ญ
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
๐19โค2๐1
๐TYPES OF DRAWINGS USED IN BUILDING CONSTRUCTION
๐งDrawings are the most important things we need to start any construction project.
๐ทThere are different types of drawings for different purposes.
๐In this article, we will discuss different types of construction drawings (also known as working drawing)
โบConstruction drawings provide detail measurements and clear section of every building parts.
โบAfter reviewing, the drawings are justified and modified and finally approved for construction.
๐ซThe different types of construction drawings are listed below.
1) ARCHITECTURAL DRAWING
โบThis 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.
โบThere are different types of architectural drawings
with different names such as plan, elevation, section
etc.
2) STRUCTURAL DRAWING
โถ๏ธAs 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
โบThis type of drawings provide the details and location of electrical wiring, fixtures, substation etc.
โถ๏ธThe electrical load calculation is also given in the drawing.
4) PLUMBING AND SANITARY DRAWINGS
โบThese drawings give the location of sanitary, piping
for water supply system, fixture, and the process to
connect every fixture etc.
@etconp
๐งDrawings are the most important things we need to start any construction project.
๐ทThere are different types of drawings for different purposes.
๐In this article, we will discuss different types of construction drawings (also known as working drawing)
โบConstruction drawings provide detail measurements and clear section of every building parts.
โบAfter reviewing, the drawings are justified and modified and finally approved for construction.
๐ซThe different types of construction drawings are listed below.
1) ARCHITECTURAL DRAWING
โบThis 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.
โบThere are different types of architectural drawings
with different names such as plan, elevation, section
etc.
2) STRUCTURAL DRAWING
โถ๏ธAs 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
โบThis type of drawings provide the details and location of electrical wiring, fixtures, substation etc.
โถ๏ธThe electrical load calculation is also given in the drawing.
4) PLUMBING AND SANITARY DRAWINGS
โบThese drawings give the location of sanitary, piping
for water supply system, fixture, and the process to
connect every fixture etc.
@etconp
๐33โค3
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
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
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
๐13๐5โค2
๐แ แแฎแแญแถแฝ แแญ แแแแ แฉ แ แแแแฃแฃแถแฝ แ แแซแญ แจแแญแต แ แแณแต แ แแแแแตแ แซแแ
โแ แฅแ แจแแ แ แซแแ แจแฐแแฅแฎ แณแญแแต แแญแแฝ แ แแแแฃแฃแต แฐแแฅแฎแ แ แแแ แฐแฐแแแ แจแฐแแแ แฅแแแณ แแแกแก
แ แ แ แแญแแ แ แแ แจแฐแแแ แแฅแถแฝ แซแแแจแ แญ แฅแ แจแญแแฃแแ แฅแซแแแฝ แแฅแแแ แ แแแแฃแฃแถแฝ แแแ แญ แแฐแจแณแ แแญแแซแต แแธแแกแก
แแฐแ แญแแฃแแ แฅแซแแแฝแ แ แ แแฃแก แแแณแต แซแแฐแปแ แฅแแฐแแ แแณแฉ แแฐ แ แแแแฃแฃแต แฐแจแ แจแแฐแ แฅแตแ แฐแ แแแกแก
แตแแแแ แซแแแแฃแฃแถแฝ แจแ แแณแ แฐแจแ แจแแฐแแธแแ แแแฎแแญแถแฝ แ แแปแธแ แฅแแ แแต แจแแแแธแ แ แแต แแณแจแ แแปแแธแ แ แตแแแ แแแกแก
แแฎแแญแถแฝ แ แฐแซแแแธแ แแ แ แฐแซแแแธแ แ แแต แแแ แแแ แญแปแ แแแต แจแฐแแซแฉ แจแแญแต แ แแณแต แแดแแฝแ แฐแ แ แ แซแแ แ แ แแแแฃแฃแถแฝแ แแแณแต แ แแ แ แแ แญแ แแฅ แฅแจแณแแแ แต แจแแฃ แแณแญ แแแแกแก
แจแแแฃแณ แแญแแ แจแแญแถแฝ/ แซแแแแฃแฃแถแฝ แจแแณ แฃแแแแ แ แฐแแณแณแญ แแญแณ แจแแณแญ แฅแ แแแณแต แซแแ แต แแณแญ แแแกแก
แจแแแฃแณ แแฐแต แ แแตแก แจแแณแฐแ แฃแแตแญแปแแฝแฃ แจแแแตแ แต แแแแ แแแญ แฅแแฒแแ แจแแแตแฐแ แแ แแตแฅแตแฅแแต แแแฐ แ แแแญ แ แแแแฃแฃแต แแแ แฉ แจแแ แ แ แแแก
แ แแแฃแณ แแฐแถแฝ แแตแฅ แจแแซแแฅแ แ แแแแฃแฃแถแฝแ แแแณแต แแญแ แฅแ แ แแแณ แฅแแณแแ แจแแญแ แฃแแแซแแฝ แ แตแแต แญแแแปแแกแก
แตแแแแ แแญแถแฝ/ แ แแแแฃแฃแถแฝ/ แแฐ แแญแต แคแต แจแแแณแธแ แ แแต แ แแซแญ แจแแญแต แ แแณแต แแดแแฝแ แ แแ แแ แแซแแฅแ แจแแฝแ แ แแแแฃแฃแถแฝแ แแแณแต แ แฐแจแซแซแช แแแแฝ แแซแจแ แแแซแ แแแแแตแ แจแแตแแ แ แ แณแซแฃ แจแ แ แแซ แแช แซแ แแแฝ แฃแแแซแแฝแ แจแแณแฐแ แ แฐแจแแช แแแแฃ แแชแ แฅแ แ แณแแแต แฐแแแต แแญ แจแแแฅแจแแ แซแ แจแแแแต แ แแแ แญแ แ แฐแซแญ แ แแแฃแณ แแชแซ แจแแแจแ แ แแแณ แจแแ แแแกแก
แจแแแตแตแฎแฝ แแญแญ แคแต แจแแดแซแ แแแแตแต แ แตแแปแ แ แซแแตแ แตแแฃแแ แฐแแฃแญ แแแแฐแ แ แแฃแ แ แแ 1263/2014 แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แจแฐแแแ แฅแ แตแแฃแแแ แฐแแฃแฉแแ แแแแฐแ แฅแแฐแแ แ แแแตแตแฎแฝ แแญแญ แคแต แฐแแฅ แแฅแญ 524/2015 แแฐแจแต แ แตแญแ แแแแ แญแณแแแแกแก
แญแ แ แแแป แ แแตแจแ แ แขแตแฎแตแซ แจแณแแแต แฅแ แจแแญแ แ แฐแซแญ แตแญแแต แ แแ แแฅแญ 1237/2013แ แแ แจแต แ แแตแจแ แฅแ แ แฐแแฅ แแฅแญ 524/2015 แ แแแฝ 5 (16) แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แ แแแแตแต แฎแแตแตแซแญแฝแ แตแซแแฝ แแแแ แฉ แจแแ แ แแแแฃแฃแถแฝ แ แแแจแแ แ แฐแซแญ แตแญแแต แแฎแแญแถแฝ/ แฐแแแฎแฝ แ แ แแซแญ แจแแญแต แแแป แแดแแฝ แแแตแ แฅแแฒแซแแ แจแแตแจแ แตแแฃแแ แฐแแฃแญ แฐแฐแฅแถแณแแกแก
แ แแ แ แแแปแแตแฃ แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แ แแแแตแต แฎแแตแตแซแญแฝแ แตแซแแฝ แแแแ แฉ แจแแ แ แแแแฃแฃแถแฝ แ แแจแแ แจแ แฐแซแญ แตแญแแต แ แ แแซแญ แจแแญแต แแแป แแดแแฝ แแแตแ แฅแแฒแซแแ แฅแจแฐแซ แแแแ แฅแจแแแ แ แแแแแ แจแ แแปแ แจแแ แจแต-แแแต แแฎแแญแถแฝแ แจแแซแตแแแก แฅแ แฅแซแตแแแก แซแ แจแแแแตแต แ แตแแปแ แฐแแแต แฅแ แจแแแแจแณแธแ แจแฃแแตแญแป แ แซแแต แ แแฐแ แ แแญแต แคแต แจแแฐแก แ แแแแแถแฝ แฅแแฐแฐแ แ แ แแแค แ แแแแฃแฃแถแฝแ แ แ แแซแญ แจแแญแต แ แแณแต แแดแแฝ แแแณแต แจแแแแ แจแแแแตแต แฐแแแต แแญแ แแญแถแฝแ แ แ แแซแญ แจแแแต แแแป แแดแแฝ แแแแณแต แจแ แ แตแแฃแ แซแแธแ แฐแแแต แ แแแแแฑแ แจแฃแแตแแฃแ แ/แคแฑ แแแแต แจแแฝแ แแแแ แฅแแณแแแแแกแก
แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ
@etconp
โแ แฅแ แจแแ แ แซแแ แจแฐแแฅแฎ แณแญแแต แแญแแฝ แ แแแแฃแฃแต แฐแแฅแฎแ แ แแแ แฐแฐแแแ แจแฐแแแ แฅแแแณ แแแกแก
แ แ แ แแญแแ แ แแ แจแฐแแแ แแฅแถแฝ แซแแแจแ แญ แฅแ แจแญแแฃแแ แฅแซแแแฝ แแฅแแแ แ แแแแฃแฃแถแฝ แแแ แญ แแฐแจแณแ แแญแแซแต แแธแแกแก
แแฐแ แญแแฃแแ แฅแซแแแฝแ แ แ แแฃแก แแแณแต แซแแฐแปแ แฅแแฐแแ แแณแฉ แแฐ แ แแแแฃแฃแต แฐแจแ แจแแฐแ แฅแตแ แฐแ แแแกแก
แตแแแแ แซแแแแฃแฃแถแฝ แจแ แแณแ แฐแจแ แจแแฐแแธแแ แแแฎแแญแถแฝ แ แแปแธแ แฅแแ แแต แจแแแแธแ แ แแต แแณแจแ แแปแแธแ แ แตแแแ แแแกแก
แแฎแแญแถแฝ แ แฐแซแแแธแ แแ แ แฐแซแแแธแ แ แแต แแแ แแแ แญแปแ แแแต แจแฐแแซแฉ แจแแญแต แ แแณแต แแดแแฝแ แฐแ แ แ แซแแ แ แ แแแแฃแฃแถแฝแ แแแณแต แ แแ แ แแ แญแ แแฅ แฅแจแณแแแ แต แจแแฃ แแณแญ แแแแกแก
แจแแแฃแณ แแญแแ แจแแญแถแฝ/ แซแแแแฃแฃแถแฝ แจแแณ แฃแแแแ แ แฐแแณแณแญ แแญแณ แจแแณแญ แฅแ แแแณแต แซแแ แต แแณแญ แแแกแก
แจแแแฃแณ แแฐแต แ แแตแก แจแแณแฐแ แฃแแตแญแปแแฝแฃ แจแแแตแ แต แแแแ แแแญ แฅแแฒแแ แจแแแตแฐแ แแ แแตแฅแตแฅแแต แแแฐ แ แแแญ แ แแแแฃแฃแต แแแ แฉ แจแแ แ แ แแแก
แ แแแฃแณ แแฐแถแฝ แแตแฅ แจแแซแแฅแ แ แแแแฃแฃแถแฝแ แแแณแต แแญแ แฅแ แ แแแณ แฅแแณแแ แจแแญแ แฃแแแซแแฝ แ แตแแต แญแแแปแแกแก
แตแแแแ แแญแถแฝ/ แ แแแแฃแฃแถแฝ/ แแฐ แแญแต แคแต แจแแแณแธแ แ แแต แ แแซแญ แจแแญแต แ แแณแต แแดแแฝแ แ แแ แแ แแซแแฅแ แจแแฝแ แ แแแแฃแฃแถแฝแ แแแณแต แ แฐแจแซแซแช แแแแฝ แแซแจแ แแแซแ แแแแแตแ แจแแตแแ แ แ แณแซแฃ แจแ แ แแซ แแช แซแ แแแฝ แฃแแแซแแฝแ แจแแณแฐแ แ แฐแจแแช แแแแฃ แแชแ แฅแ แ แณแแแต แฐแแแต แแญ แจแแแฅแจแแ แซแ แจแแแแต แ แแแ แญแ แ แฐแซแญ แ แแแฃแณ แแชแซ แจแแแจแ แ แแแณ แจแแ แแแกแก
แจแแแตแตแฎแฝ แแญแญ แคแต แจแแดแซแ แแแแตแต แ แตแแปแ แ แซแแตแ แตแแฃแแ แฐแแฃแญ แแแแฐแ แ แแฃแ แ แแ 1263/2014 แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แจแฐแแแ แฅแ แตแแฃแแแ แฐแแฃแฉแแ แแแแฐแ แฅแแฐแแ แ แแแตแตแฎแฝ แแญแญ แคแต แฐแแฅ แแฅแญ 524/2015 แแฐแจแต แ แตแญแ แแแแ แญแณแแแแกแก
แญแ แ แแแป แ แแตแจแ แ แขแตแฎแตแซ แจแณแแแต แฅแ แจแแญแ แ แฐแซแญ แตแญแแต แ แแ แแฅแญ 1237/2013แ แแ แจแต แ แแตแจแ แฅแ แ แฐแแฅ แแฅแญ 524/2015 แ แแแฝ 5 (16) แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แ แแแแตแต แฎแแตแตแซแญแฝแ แตแซแแฝ แแแแ แฉ แจแแ แ แแแแฃแฃแถแฝ แ แแแจแแ แ แฐแซแญ แตแญแแต แแฎแแญแถแฝ/ แฐแแแฎแฝ แ แ แแซแญ แจแแญแต แแแป แแดแแฝ แแแตแ แฅแแฒแซแแ แจแแตแจแ แตแแฃแแ แฐแแฃแญ แฐแฐแฅแถแณแแกแก
แ แแ แ แแแปแแตแฃ แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ แ แแแแตแต แฎแแตแตแซแญแฝแ แตแซแแฝ แแแแ แฉ แจแแ แ แแแแฃแฃแถแฝ แ แแจแแ แจแ แฐแซแญ แตแญแแต แ แ แแซแญ แจแแญแต แแแป แแดแแฝ แแแตแ แฅแแฒแซแแ แฅแจแฐแซ แแแแ แฅแจแแแ แ แแแแแ แจแ แแปแ แจแแ แจแต-แแแต แแฎแแญแถแฝแ แจแแซแตแแแก แฅแ แฅแซแตแแแก แซแ แจแแแแตแต แ แตแแปแ แฐแแแต แฅแ แจแแแแจแณแธแ แจแฃแแตแญแป แ แซแแต แ แแฐแ แ แแญแต แคแต แจแแฐแก แ แแแแแถแฝ แฅแแฐแฐแ แ แ แแแค แ แแแแฃแฃแถแฝแ แ แ แแซแญ แจแแญแต แ แแณแต แแดแแฝ แแแณแต แจแแแแ แจแแแแตแต แฐแแแต แแญแ แแญแถแฝแ แ แ แแซแญ แจแแแต แแแป แแดแแฝ แแแแณแต แจแ แ แตแแฃแ แซแแธแ แฐแแแต แ แแแแแฑแ แจแฃแแตแแฃแ แ/แคแฑ แแแแต แจแแฝแ แแแแ แฅแแณแแแแแกแก
แจแขแตแฎแตแซ แฎแแตแตแซแญแฝแ แฃแแตแแฃแ
@etconp
๐13
๐Why Project Managers and Quantity Surveyors Should Work Hand in Hand
๐งIn construction, effective collaboration between Project Managers and Quantity Surveyors is crucial to keep projects on track and within budget.
โบTheir combined expertise in managing time and finances ensures project success, especially when facing challenges.
๐ซKey Reasons for Working Together
1๏ธโฃ Time Directly Impacts Costs:
โถ๏ธDelays in construction almost always increase costs, as extended timelines often require additional resources, labor, and equipment.
โถ๏ธBy working together, Project Managers can keep the schedule in check while Quantity Surveyors monitor the financial impact, balancing both time and cost efficiently.
2๏ธโฃ Managing Delays and Extensions:
โถ๏ธIn 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.
โถ๏ธThis collaboration enables them to adjust budgets and schedules accurately, minimizing unexpected costs and ensuring a fair adjustment to both parties.
3๏ธโฃ Handling Payment Delays:
โถ๏ธLate payments can disrupt cash flow, impacting the availability of materials and labor.
โถ๏ธQuantity Surveyors keep track of payment schedules and advise on financial planning, while Project Managers ensure resource availability, helping to prevent costly project interruptions.
4๏ธโฃ Effective Risk Management:
โถ๏ธProject Managers and Quantity Surveyors identify and plan for risks in both timelines and costs.
โถ๏ธTogether, they address financial risks associated with delays, price fluctuations, or changes in project scope, ensuring better control over project risks.
5๏ธโฃ Optimized Resource Allocation:
โถ๏ธProject Managers ensure resources are available when needed, while Quantity Surveyors focus on cost-effectiveness.
โถ๏ธThis combined approach ensures resources are used efficiently and reduces the likelihood of budget overruns.
โญ๏ธFor construction projects, time and money are interlinked, making it essential for Project Managers and Quantity Surveyors to work hand in hand.
@etconp
๐งIn construction, effective collaboration between Project Managers and Quantity Surveyors is crucial to keep projects on track and within budget.
โบTheir combined expertise in managing time and finances ensures project success, especially when facing challenges.
๐ซKey Reasons for Working Together
1๏ธโฃ Time Directly Impacts Costs:
โถ๏ธDelays in construction almost always increase costs, as extended timelines often require additional resources, labor, and equipment.
โถ๏ธBy working together, Project Managers can keep the schedule in check while Quantity Surveyors monitor the financial impact, balancing both time and cost efficiently.
2๏ธโฃ Managing Delays and Extensions:
โถ๏ธIn 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.
โถ๏ธThis collaboration enables them to adjust budgets and schedules accurately, minimizing unexpected costs and ensuring a fair adjustment to both parties.
3๏ธโฃ Handling Payment Delays:
โถ๏ธLate payments can disrupt cash flow, impacting the availability of materials and labor.
โถ๏ธQuantity Surveyors keep track of payment schedules and advise on financial planning, while Project Managers ensure resource availability, helping to prevent costly project interruptions.
4๏ธโฃ Effective Risk Management:
โถ๏ธProject Managers and Quantity Surveyors identify and plan for risks in both timelines and costs.
โถ๏ธTogether, they address financial risks associated with delays, price fluctuations, or changes in project scope, ensuring better control over project risks.
5๏ธโฃ Optimized Resource Allocation:
โถ๏ธProject Managers ensure resources are available when needed, while Quantity Surveyors focus on cost-effectiveness.
โถ๏ธThis combined approach ensures resources are used efficiently and reduces the likelihood of budget overruns.
โญ๏ธFor construction projects, time and money are interlinked, making it essential for Project Managers and Quantity Surveyors to work hand in hand.
@etconp
๐13โค2
๐แ แแฌแต แแแแฅแแฅ แณแขแซ แจแแแชแซ แญแแแฝ แ แจแแ แจแฅแ
แ แแญ แแแแ แฐแฃแ
แ แ แแญ แญแแ แ แ แแฝ แแแณแ แแจแณ แ แฐแจแฐแฐแ แจแแฌแต แแแแฅแแฅ แ แแจแณแ แ แแแ แจแแแแชแซ แฅแ แจแแแฐแ แฐแจแ แตแแ แญแต แคแถแฝ แแญ แฐแแฅแฏ แแณแต แฅแแฐแฐแจแฐแฃแธแ แจแ แแฝ แแแณแ แแจแณ แแ แ แตแฐแณแณแช แ แฐแแ แแ แแแฑ แแ แแฑ แฐแแแจแแแกแก
แ แแจแณแ แ แฐแฐแแแ แฅแจแฐแจแฐแฐ แ แแแแ แจแแฌแต แแแแฅแแฅ แ แตแแซแ แจแแแ แตแแ แญแต แคแถแฝ แ แจแแ แแณแต แฅแแฐแฐแจแฐแฃแธแ แจแแแนแต แแ แ แตแฐแณแณแชแแค แ แแ แ แแญแแซแต แฐแแชแแฝ แจแตแแ แญแต แแแชแซ แญแแ แแญ แตแแญแณแธแแ แฅแจแฐแจแณแฐแ แฅแแฐแแแ แฐแแแจแแแกแก
"แ แ แซแฃแขแ แฅแจแฐแจแฐแฐ แจแแแแ แจแแฌแต แแแแฅแแฅ แจแแ แแฐแ แ แฐแฐแแ แ แฆแณ แแญ แ แฐแแณแณแญ แ แฐแแ แจแแจแฐแตแ แต แแแณ แ แแแฉ แตแแต แแฅแฏแ" แฒแแ แ แญแแแแกแก
แจแแ แแฐแ แ แแจแณแ แณแกแฌ แแ แ แกแแแญแฑ แ แแฐแ แฐแจแแ แจแแแฐแ แฐแจแ แต/แต แคแต แ แแฌแต แแแแฅแแก แแญแแซแต แจแต/แคแฑ แฃแชแซแฃ แแตแแณ แฅแ แแแ แ แแฐแแฃแ แ แ แแแ แซแ แฅแ แฐแแชแแฝ แแญ แแณแต แฅแแณแซแตแจแตแ แแแ แซแ แฐแแชแแน แ แแณแ แแญ แแแตแฐแแญ แแแฐแฑแ แ แตแณแแ แแ แญแข
แ แญแแ แฅแจแฐแจแฐแฐ แซแแ แฐแฐแแแ แจแแฌแต แแแแฅแแฅ แ แ แแณแแต แ แซแฃแขแแฝ แจแแฌแต แแฐแ แแ แฃ แแแชแซ แคแถแฝ แแญ แแแ แซแ แแแจแตแ แแฐแแ แ แฅแแฒแแ แ แฅแแตแณแถแฝ แจแแฐแ แตแแแค แฅแ แแ แแ แแณแต แแตแจแฐแ แจแฐแแแจ แฒแแแฃ แจแแฌแต แแแแฅแแก แซแตแจแฐแแธแ แฐแฐแแแ แแแจแถแฝ แ แฒแต แ แ แฃ แตแจแต แแฐแแณแธแ แแแแก แญแณแแณแแกแก
แญแ แ แจแแฌแต แแฅแแฅแแฅ แจแฌแญแณแ แตแฌแ แแ แ แจ4 แแฅแฅ 5 แฅแตแจ 4 แ แฅแฅ 9 แฅแจแจแแจ แจแแแแ แต แแแณ แฅแแณแ แแแแฉ แจแแณแแต แแแกแก
Via แ แแฑ แฌแฒแฎ
@etconp
แ แ แแญ แญแแ แ แ แแฝ แแแณแ แแจแณ แ แฐแจแฐแฐแ แจแแฌแต แแแแฅแแฅ แ แแจแณแ แ แแแ แจแแแแชแซ แฅแ แจแแแฐแ แฐแจแ แตแแ แญแต แคแถแฝ แแญ แฐแแฅแฏ แแณแต แฅแแฐแฐแจแฐแฃแธแ แจแ แแฝ แแแณแ แแจแณ แแ แ แตแฐแณแณแช แ แฐแแ แแ แแแฑ แแ แแฑ แฐแแแจแแแกแก
แ แแจแณแ แ แฐแฐแแแ แฅแจแฐแจแฐแฐ แ แแแแ แจแแฌแต แแแแฅแแฅ แ แตแแซแ แจแแแ แตแแ แญแต แคแถแฝ แ แจแแ แแณแต แฅแแฐแฐแจแฐแฃแธแ แจแแแนแต แแ แ แตแฐแณแณแชแแค แ แแ แ แแญแแซแต แฐแแชแแฝ แจแตแแ แญแต แแแชแซ แญแแ แแญ แตแแญแณแธแแ แฅแจแฐแจแณแฐแ แฅแแฐแแแ แฐแแแจแแแกแก
"แ แ แซแฃแขแ แฅแจแฐแจแฐแฐ แจแแแแ แจแแฌแต แแแแฅแแฅ แจแแ แแฐแ แ แฐแฐแแ แ แฆแณ แแญ แ แฐแแณแณแญ แ แฐแแ แจแแจแฐแตแ แต แแแณ แ แแแฉ แตแแต แแฅแฏแ" แฒแแ แ แญแแแแกแก
แจแแ แแฐแ แ แแจแณแ แณแกแฌ แแ แ แกแแแญแฑ แ แแฐแ แฐแจแแ แจแแแฐแ แฐแจแ แต/แต แคแต แ แแฌแต แแแแฅแแก แแญแแซแต แจแต/แคแฑ แฃแชแซแฃ แแตแแณ แฅแ แแแ แ แแฐแแฃแ แ แ แแแ แซแ แฅแ แฐแแชแแฝ แแญ แแณแต แฅแแณแซแตแจแตแ แแแ แซแ แฐแแชแแน แ แแณแ แแญ แแแตแฐแแญ แแแฐแฑแ แ แตแณแแ แแ แญแข
แ แญแแ แฅแจแฐแจแฐแฐ แซแแ แฐแฐแแแ แจแแฌแต แแแแฅแแฅ แ แ แแณแแต แ แซแฃแขแแฝ แจแแฌแต แแฐแ แแ แฃ แแแชแซ แคแถแฝ แแญ แแแ แซแ แแแจแตแ แแฐแแ แ แฅแแฒแแ แ แฅแแตแณแถแฝ แจแแฐแ แตแแแค แฅแ แแ แแ แแณแต แแตแจแฐแ แจแฐแแแจ แฒแแแฃ แจแแฌแต แแแแฅแแก แซแตแจแฐแแธแ แฐแฐแแแ แแแจแถแฝ แ แฒแต แ แ แฃ แตแจแต แแฐแแณแธแ แแแแก แญแณแแณแแกแก
แญแ แ แจแแฌแต แแฅแแฅแแฅ แจแฌแญแณแ แตแฌแ แแ แ แจ4 แแฅแฅ 5 แฅแตแจ 4 แ แฅแฅ 9 แฅแจแจแแจ แจแแแแ แต แแแณ แฅแแณแ แแแแฉ แจแแณแแต แแแกแก
Via แ แแฑ แฌแฒแฎ
@etconp
๐9โค1
Intercon Construction Chemicals
๐ 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
๐ 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
๐1
แณแแซแต แแแต แฅแ แแฆแแต แ แ
แซแข
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โ๏ธแแแซ แแแจแซ แแฅแปแ แแ แแซ แแฝแแฝ แ แแ
๐แแฎ (แถแแฒแ) แฅแญแต แฅแแ แแแ แฅแแฒแแ แฅแแฅแแแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แฅแแฐแซแแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ แ.1 แ แแถแฅแต แฐแซ(แแณแแแซ)
แ.2 แแญแซแถ
แ.3 แฐแญแแแญแแแต
0904040477
0911016833
๐แแแตแ แแฆแแต แ แแแแต แ แญแแต แจแฐแแแ แ แแ
โ๏ธแแแซ แแแจแซ แแฅแปแ แแ แแซ แแฝแแฝ แ แแ
๐แแฎ (แถแแฒแ) แฅแญแต แฅแแ แแแ แฅแแฒแแ แฅแแฅแแแ
๐แแแแแแ แจแแฐแแญ แตแซแแฝแ แฅแแฐแซแแ
๐แขแตแฎแตแซ แแตแฅ แจแตแ แฅแแแญแแณแแ
แ แตแซแปแฝแแฆ แ.1 แ แแถแฅแต แฐแซ(แแณแแแซ)
แ.2 แแญแซแถ
แ.3 แฐแญแแแญแแแต
0904040477
0911016833
๐1
๐๐ฏ๐๐ ๐๐ ๐ฌ๐๐๐๐๐๐๐ & ๐ช๐๐๐๐๐๐๐๐ ๐ท๐๐๐๐๐๐ ๐ฉ๐๐
๐๐๐
๐ง๐๐จ๐ฌ๐ญ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Quantitative assessment of amount likely to be spent to complete project
๐ง๐๐ซ๐จ๐ฃ๐๐๐ญ ๐๐ฎ๐๐ ๐๐ญ
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%.
๐ซ๐๐ซ๐จ๐ฃ๐๐๐ญ ๐๐ฎ๐๐ ๐๐ญ๐ข๐ง๐ ๐๐ฆ๐ฉ๐จ๐ซ๐ญ๐๐ง๐๐
ใEssential to secure funding
ใEssential to make good project plan
ใEssential to manage project, as budgetary estimates address cost constraints
ใCompare actual costs against approved budget to determine variance
ใHelp improve project profitability
โญ๏ธ๐๐จ๐ฌ๐ญ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง ๐๐๐ญ๐ก๐จ๐๐ฌ
๐ใ๐๐ฑ๐ฉ๐๐ซ๐ญ ๐ฃ๐ฎ๐๐ ๐ฆ๐๐ง๐ญ
Get estimates from expert (consultant/ In-house) with specialized experience understanding projectโs domain area
๐ใ๐๐จ๐ฉ-๐๐จ๐ฐ๐ง ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Estimates overall project cost, then decompose whole project into smaller components & allocates part of total budget to these components
๐ใ๐๐ง๐๐ฅ๐จ๐ ๐จ๐ฎ๐ฌ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Look at historical data from previous similar projects to drive estimate for current project
๐ใ๐๐๐ซ๐๐ฆ๐๐ญ๐ซ๐ข๐ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
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
๐ใ๐๐จ๐ญ๐ญ๐จ๐ฆ-๐ฎ๐ฉ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Estimate WBS smaller components, aggregate them to calculate project budget
๐ใ๐๐ก๐ซ๐๐-๐ฉ๐จ๐ข๐ง๐ญ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Done by taking average of 3 different estimates to calculate expected cost
โขOptimistic(O): Best-case scenario
โขPessimistic(P): Worst-case scenario
โขMost likely(M): Realistic scenario
โบExpected cost (E) driven using:
ใTriangular Distribution Formula
E= (O+P+M)/3
ใBeta Distribution Formula
E= (O+P+4*M)/6
โ๏ธ๐๐ซ๐จ๐ฃ๐๐๐ญ ๐๐ฎ๐๐ ๐๐ญ ๐๐๐ฏ๐๐ฅ๐จ๐ฉ๐ฆ๐๐ง๐ญ ๐๐ญ๐๐ฉ๐ฌ
ใPrepare ROM budget at project start utilising top-down or analogous estimation techniques
ใGet initial budget approval
ใCreate WBS & define work packages
ใDecompose work packages into activities
ใEstimate each work package cost
ใAdd contingency reserve
ใCreate sum total of work package cost estimates
ใAdd project-level contingency reserves as required
ใRefine budget further to reconcile with initial budgetary estimates & constraints
ใGet approval on final budget
ใRefine budget in case any changes impact project
@etconp
๐ง๐๐จ๐ฌ๐ญ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Quantitative assessment of amount likely to be spent to complete project
๐ง๐๐ซ๐จ๐ฃ๐๐๐ญ ๐๐ฎ๐๐ ๐๐ญ
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%.
๐ซ๐๐ซ๐จ๐ฃ๐๐๐ญ ๐๐ฎ๐๐ ๐๐ญ๐ข๐ง๐ ๐๐ฆ๐ฉ๐จ๐ซ๐ญ๐๐ง๐๐
ใEssential to secure funding
ใEssential to make good project plan
ใEssential to manage project, as budgetary estimates address cost constraints
ใCompare actual costs against approved budget to determine variance
ใHelp improve project profitability
โญ๏ธ๐๐จ๐ฌ๐ญ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง ๐๐๐ญ๐ก๐จ๐๐ฌ
๐ใ๐๐ฑ๐ฉ๐๐ซ๐ญ ๐ฃ๐ฎ๐๐ ๐ฆ๐๐ง๐ญ
Get estimates from expert (consultant/ In-house) with specialized experience understanding projectโs domain area
๐ใ๐๐จ๐ฉ-๐๐จ๐ฐ๐ง ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Estimates overall project cost, then decompose whole project into smaller components & allocates part of total budget to these components
๐ใ๐๐ง๐๐ฅ๐จ๐ ๐จ๐ฎ๐ฌ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Look at historical data from previous similar projects to drive estimate for current project
๐ใ๐๐๐ซ๐๐ฆ๐๐ญ๐ซ๐ข๐ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
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
๐ใ๐๐จ๐ญ๐ญ๐จ๐ฆ-๐ฎ๐ฉ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Estimate WBS smaller components, aggregate them to calculate project budget
๐ใ๐๐ก๐ซ๐๐-๐ฉ๐จ๐ข๐ง๐ญ ๐๐ฌ๐ญ๐ข๐ฆ๐๐ญ๐ข๐จ๐ง
Done by taking average of 3 different estimates to calculate expected cost
โขOptimistic(O): Best-case scenario
โขPessimistic(P): Worst-case scenario
โขMost likely(M): Realistic scenario
โบExpected cost (E) driven using:
ใTriangular Distribution Formula
E= (O+P+M)/3
ใBeta Distribution Formula
E= (O+P+4*M)/6
โ๏ธ๐๐ซ๐จ๐ฃ๐๐๐ญ ๐๐ฎ๐๐ ๐๐ญ ๐๐๐ฏ๐๐ฅ๐จ๐ฉ๐ฆ๐๐ง๐ญ ๐๐ญ๐๐ฉ๐ฌ
ใPrepare ROM budget at project start utilising top-down or analogous estimation techniques
ใGet initial budget approval
ใCreate WBS & define work packages
ใDecompose work packages into activities
ใEstimate each work package cost
ใAdd contingency reserve
ใCreate sum total of work package cost estimates
ใAdd project-level contingency reserves as required
ใRefine budget further to reconcile with initial budgetary estimates & constraints
ใGet approval on final budget
ใRefine budget in case any changes impact project
@etconp
๐16โค11
๐What 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 donโt have any points of weakness and can spread the load theyโre 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
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 donโt have any points of weakness and can spread the load theyโre 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
๐24โค2