A SAMPLE OF QUANTITY SURVEYING TAKING-OFF

normal">ELEMENT NO.1:

SUBSTRUCTURE

normal">GROUND WOK.

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normal">D20:

EXCAVATING AND FILLING

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

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

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

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font-family:" times="" new="" roman","serif""="" lang="EN-US">3nrs

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" times="" new="" roman","serif";color:black"="" lang="EN-US">(D20:1.2.1.)
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color:black" lang="EN-US">Ditto 1.50-3.00m
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font-family:" times="" new="" roman","serif""="" lang="EN-US">3nrs

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" times="" new="" roman","serif";color:black"="" lang="EN-US">(D20:1.2.2.)
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color:black" lang="EN-US">Site clearance

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

tree stumps, debris & cart away from site.

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font-family:" times="" new="" roman","serif""="" lang="EN-US">3265m²

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

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normal">TOP SOIL

normal">Excavate

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

On Site As Directed.

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font-family:" times="" new="" roman","serif""="" lang="EN-US">733m²

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

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FOR COLUMN

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

Exceeding 2.0m Starting From Stripped Level.

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font-family:" times="" new="" roman","serif""="" lang="EN-US">188m³

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

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

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

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

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

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font-family:" times="" new="" roman","serif""="" lang="EN-US">59m²

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font-family:" times="" new="" roman","serif""="" lang="EN-US">Column base.

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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.

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font-family:" times="" new="" roman","serif""="" lang="EN-US">113m

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REINFORCEMENT

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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

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normal">Mild

Steel Plain Bars To Bs 4449 In Links And Stirrups.

normal">10mm

dia. Mild steel stirrups

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12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US">131kg.

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none"> 

normal">BRC WIREMESH

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font-family:" times="" new="" roman","serif""="" lang="EN-US">744m²

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justify;line-height:normal">F:

MASONRY

justify;line-height:normal">F10:

BLOCK WALLING

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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).  

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font-family:" times="" new="" roman","serif""="" lang="EN-US">357m²

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^{12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US">} 

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^{12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US">} 

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^{12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US">} 

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^{12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US">} 

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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:-

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16mm dia.

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font-family:" times="" new="" roman","serif""="" lang="EN-US">3029kg

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

justify;line-height:normal">Ditto

10mm dia. Stirrups

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font-family:" times="" new="" roman","serif""="" lang="EN-US">761kg

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

justify;line-height:normal">ROOF

BEAMS 12mm dia.

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font-family:" times="" new="" roman","serif""="" lang="EN-US">1903kg

justify;line-height:normal">Ditto

10mm dia.

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font-family:" times="" new="" roman","serif""="" lang="EN-US">202kg

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

justify;line-height:normal">LINTELS

12mm dia.

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font-family:" times="" new="" roman","serif""="" lang="EN-US">716kg

justify;line-height:normal">Ditto

10mm dia.

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font-family:" times="" new="" roman","serif""="" lang="EN-US">25kg

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

justify;line-height:normal">SLABS

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font-family:" times="" new="" roman","serif""="" lang="EN-US">14582kg

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justify;line-height:normal">ELEMENT

NO : 3

justify;line-height:normal">STRUCTURAL

CARCASSING METAL/TIMBER.

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

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font-family:" times="" new="" roman","serif""="" lang="EN-US">765m

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

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

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font-family:" times="" new="" roman","serif""="" lang="EN-US">1138m

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

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

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font-family:" times="" new="" roman","serif""="" lang="EN-US">1561m

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

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

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font-family:" times="" new="" roman","serif""="" lang="EN-US">1761m

justify;line-height:normal">Landing

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font-family:" times="" new="" roman","serif""="" lang="EN-US">13m

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^{12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US">} 

justify;line-height:normal">Soffit

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font-family:" times="" new="" roman","serif""="" lang="EN-US">16m²

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

justify;line-height:normal">REINFORCEMENT

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font-family:" times="" new="" roman","serif""="" lang="EN-US">355kg

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

justify;line-height:normal">M

SURFACE FINISHES

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justify;line-height:normal">INTERNAL

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font-family:" times="" new="" roman","serif""="" lang="EN-US">3387m²

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^{12.0pt;font-family:" times="" new="" roman","serif""="" lang="EN-US">} 

justify;line-height:normal">EXTERNAL

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font-family:" times="" new="" roman","serif""="" lang="EN-US">712m²

justify;line-height:normal">Ditto

n.e 300mm reveal

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font-family:" times="" new="" roman","serif""="" lang="EN-US">722m

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

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justify;line-height:normal">INTERNAL

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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

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