A SAMPLE OF QUANTITY SURVEYING TAKING-OFF

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normal">ELEMENT NO.1:

SUBSTRUCTURE




normal">GROUND WOK.




normal"> 




normal">D20:

EXCAVATING AND FILLING




normal"> 




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




normal"> 




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




normal"> 




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">Cut down trees girth 600mm – 1.50m.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">3nrs




text-align:right;line-height:normal" align="right">
" times="" new="" roman","serif";color:black"="" lang="EN-US">(D20:1.2.1.)

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




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

font-family:" times="" new="" roman","serif";color:black"="" lang="EN-US">




normal"> 




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">3nrs




text-align:right;line-height:normal" align="right">
" times="" new="" roman","serif";color:black"="" lang="EN-US">(D20:1.2.2.)

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




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




normal">
color:black" lang="EN-US"> 




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

tree stumps, debris & cart away from site.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">3265m2




text-align:right;line-height:normal" align="right">D20:1.3.4.




normal"> 




normal">TOP SOIL




normal">Excavate

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

On Site As Directed.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">733m2




text-align:right;line-height:normal" align="right">D20:2.1.1.




text-align:right;line-height:normal" align="right"> 




justify;line-height:normal">PITS

FOR COLUMN




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">Excavate Column Pits Maximum Depth Not

Exceeding 2.0m Starting From Stripped Level.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">188m3




text-align:right;line-height:normal" align="right">D20:2.4.3.




normal"> 




text-align:right;line-height:normal" align="right">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




text-align:right;line-height:normal" align="right">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




text-align:right;line-height:normal" align="right">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">D20:FORMWORK




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">Sawn formwork to sides of column. 




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">59m2




text-align:right;line-height:normal" align="right">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">Column base.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">236m 




text-align:right;line-height:normal" align="right">(E20:11.1)




justify;line-height:normal">                                                   Ditto, Edges Of Floor Bed 150mm Thick.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">113m




text-align:right;line-height:normal" align="right">(E20:1.0.0)




text-align:right;line-height:normal" align="right"> 




justify;line-height:normal">E30:

REINFORCEMENT




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">High Yield Reinforcement Steel Bars To

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

And Column Base.




normal">16mm

dia.     297kg




normal">12mm

dia.     721kg




normal"> 




normal">Mild

Steel Plain Bars To Bs 4449 In Links And Stirrups.




normal">10mm

dia. Mild steel stirrups




text-align:center;line-height:normal" align="center">
12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US">131kg.




text-align:center;line-height:normal" align="center">
12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US">
none"> 




normal">BRC WIREMESH




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">744m2




text-align:center;line-height:normal" align="center"> 




justify;line-height:normal">F:

MASONRY




justify;line-height:normal">F10:

BLOCK WALLING




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">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).  




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">357m2




text-align:center;line-height:normal" align="center">
12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




text-align:center;line-height:normal" align="center">
12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




text-align:center;line-height:normal" align="center">
12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




text-align:center;line-height:normal" align="center">
12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">REINFORCEMENT




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">High Yield Reinforcement Steel Bars To

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




justify;line-height:normal">COLUMNS

16mm dia.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">3029kg




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">Ditto

10mm dia. Stirrups




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">761kg




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">ROOF

BEAMS 12mm dia.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">1903kg




justify;line-height:normal">Ditto

10mm dia.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">202kg




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">LINTELS

12mm dia.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">716kg




justify;line-height:normal">Ditto

10mm dia.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">25kg




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">SLABS




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">14582kg




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">ELEMENT

NO : 3




justify;line-height:normal">STRUCTURAL

CARCASSING METAL/TIMBER.




justify;line-height:normal"> 




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">50 X 150mm Tie Beam At 1200mm Centers.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">765m




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">50 X 150mm Kingpost At 1200mm Centers.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">1138m




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">50 X 100mm rafter At 1200mm Centers.




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">1561m




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">
font-family:" times="" new="" roman","serif""="" lang="EN-US">50 X 100mm Strut At 1200mm




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">1761m




justify;line-height:normal">Landing




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">13m




text-align:center;line-height:normal" align="center">
12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">Soffit




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">16m2




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">REINFORCEMENT




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">355kg




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">M

SURFACE FINISHES




justify;line-height:normal"> 




justify;line-height:normal">RENDERING




justify;line-height:normal"> 




justify;line-height:normal">INTERNAL




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">3387m2




text-align:center;line-height:normal" align="center">
12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">EXTERNAL




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">712m2




justify;line-height:normal">Ditto

n.e 300mm reveal




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">722m




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">PAINTING




justify;line-height:normal"> 




justify;line-height:normal">INTERNAL




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">3387m2




text-align:center;line-height:normal" align="center">
12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US"> 




justify;line-height:normal">EXTERNAL




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">712m2




justify;line-height:normal">Ditto

n.e 300mm reveal




text-align:center;line-height:normal" align="center">
font-family:" times="" new="" roman","serif""="" lang="EN-US">722m




justify;line-height:normal">M40

STONE/CONCRETE/QUARR




justify;line-height:normal">

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APA

Ibraheem, A. (2018). A SAMPLE OF QUANTITY SURVEYING TAKING-OFF. Afribary. Retrieved from https://afribary.com/works/a-sample-of-quantity-surveying-taking-off-1035

MLA 8th

Ibraheem, Aminuddeen "A SAMPLE OF QUANTITY SURVEYING TAKING-OFF" Afribary. Afribary, 29 Jan. 2018, https://afribary.com/works/a-sample-of-quantity-surveying-taking-off-1035. Accessed 15 Aug. 2022.

MLA7

Ibraheem, Aminuddeen . "A SAMPLE OF QUANTITY SURVEYING TAKING-OFF". Afribary, Afribary, 29 Jan. 2018. Web. 15 Aug. 2022. < https://afribary.com/works/a-sample-of-quantity-surveying-taking-off-1035 >.

Chicago

Ibraheem, Aminuddeen . "A SAMPLE OF QUANTITY SURVEYING TAKING-OFF" Afribary (2018). Accessed August 15, 2022. https://afribary.com/works/a-sample-of-quantity-surveying-taking-off-1035