A SAMPLE OF QUANTITY SURVEYING TAKING-OFF

Aminuddeen Ibraheem Premium 8 PAGES (1226 WORDS) Essay/Paper 73 Views










ELEMENT NO.1:

SUBSTRUCTURE



GROUND WOK.



 



D20:

EXCAVATING AND FILLING



 




color:black" lang="EN-US">Site Preparation(nr)



 




color:black" lang="EN-US">Removing Trees



 



Cut down trees girth 600mm – 1.50m.



3nrs



(D20:1.2.1.)
color:black" lang="EN-US">




color:black" lang="EN-US">Ditto 1.50-3.00m



 



3nrs



(D20:1.2.2.)
color:black" lang="EN-US">




color:black" lang="EN-US">Site clearance




color:black" lang="EN-US"> 




color:black;mso-bidi-font-weight:bold" lang="EN-US">Clear site veg. in all bushes, trees,

tree stumps, debris & cart away from site.



3265m2



D20:1.3.4.



 



TOP SOIL



Excavate

Over site To Removed Vegetable Soil Average 150mm Deep And Wheel, And Spread

On Site As Directed.



733m2



D20:2.1.1.



 



PITS

FOR COLUMN



Excavate Column Pits Maximum Depth Not

Exceeding 2.0m Starting From Stripped Level.



188m3



D20:2.4.3.



 



 



 



 



D20:FORMWORK



Sawn formwork to sides of column. 



59m2



 



Column base.



236m 



(E20:11.1)



                                                   Ditto, Edges Of Floor Bed 150mm Thick.



113m



(E20:1.0.0)



 



E30:

REINFORCEMENT



High Yield Reinforcement Steel Bars To

Bs 4449 Including Cutting, Bending, Tying And Hoisting In Position In Column

And Column Base.



16mm

dia.     297kg



12mm

dia.     721kg



 



Mild

Steel Plain Bars To Bs 4449 In Links And Stirrups.



10mm

dia. Mild steel stirrups



131kg.



 



BRC WIREMESH



744m2



 



F:

MASONRY



F10:

BLOCK WALLING



Hollow Sand Crete Block Work Lay In

Stretcher Bond And Jointed With Cement And Sand Mortar (1:3) And Fill All

Voids With Weak Concrete (1:4:8 40mm Aggregate).  



357m2



 



 



 



 



REINFORCEMENT



High Yield Reinforcement Steel Bars To

Bs 4449 Including Cutting, Bending , Tying And Hoisting In Position  12mm Diameter Bar in:-



COLUMNS

16mm dia.



3029kg



 



Ditto

10mm dia. Stirrups



761kg



 



ROOF

BEAMS 12mm dia.



1903kg



Ditto

10mm dia.



202kg



 



LINTELS

12mm dia.



716kg



Ditto

10mm dia.



25kg



 



SLABS



14582kg



 



ELEMENT

NO : 3



STRUCTURAL

CARCASSING METAL/TIMBER.



 



50 X 150mm Tie Beam At 1200mm Centers.



765m



 



50 X 150mm Kingpost At 1200mm Centers.



1138m



 



50 X 100mm rafter At 1200mm Centers.



1561m



 



50 X 100mm Strut At 1200mm



1761m



Landing



13m



 



Soffit



16m2



 



REINFORCEMENT



355kg



 



M

SURFACE FINISHES



 



RENDERING



 



INTERNAL



3387m2



 



EXTERNAL



712m2



Ditto

n.e 300mm reveal



722m



 



PAINTING



 



INTERNAL



3387m2



 



 



EXTERNAL



712m2



Ditto

n.e 300mm reveal



722m



M40

STONE/CONCRETE/QUARR



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APA

18, 2017) .A SAMPLE OF QUANTITY SURVEYING TAKING-OFF. http://dubz-by-dan.co.uk. Retrieved 18, 2017, from http://dubz-by-dan.co.uk/works/a-sample-of-quantity-surveying-taking-off-1035/read

MLA

"A SAMPLE OF QUANTITY SURVEYING TAKING-OFF"

MLA7

"A SAMPLE OF QUANTITY SURVEYING TAKING-OFF" http://dubz-by-dan.co.uk, 18, 2017. Web. 18, 2017. from http://dubz-by-dan.co.uk/works/a-sample-of-quantity-surveying-taking-off-1035/read.

Chicago

"A SAMPLE OF QUANTITY SURVEYING TAKING-OFF" http://dubz-by-dan.co.uk. 18, 2017. Accessed 18, 2017. from http://dubz-by-dan.co.uk/works/a-sample-of-quantity-surveying-taking-off-1035/read