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Q1. Take Off All Works in The Substructure of The Building in The Attached Drawing Marked QTS211/2020 Test

The document appears to be an exam question asking the candidate to take off quantities from an attached drawing for the substructure of a building. It includes items like site clearance, excavation, concrete, blockwork, damp proof course, formwork and reinforcement for the floor slab. The candidate is asked to provide the quantities and remarks/waste for each item. A drawing number and section are referenced but no actual drawings are included.

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Ahmad Mustaqeem
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121 views4 pages

Q1. Take Off All Works in The Substructure of The Building in The Attached Drawing Marked QTS211/2020 Test

The document appears to be an exam question asking the candidate to take off quantities from an attached drawing for the substructure of a building. It includes items like site clearance, excavation, concrete, blockwork, damp proof course, formwork and reinforcement for the floor slab. The candidate is asked to provide the quantities and remarks/waste for each item. A drawing number and section are referenced but no actual drawings are included.

Uploaded by

Ahmad Mustaqeem
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as DOCX, PDF, TXT or read online on Scribd
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FEDERAL POLYTECHNIC BIDA,

IN AFFILIATION WITH FEDERAL UNIVERSITY OF TECHNOLOGY, MINNA.


DEPARTMENT OF QUANTITY SURVEYING,

COURSE TITLE: PRINCIPLES OF MEASUREMENT


COURSE CODE: QTS 211

NAME OF CANDIDATE:………………………………………………………………………………………………………………………
MATRIC NUMBER: ………………………………………………………
DATE OF BIRTH: DAY………/ MONTH………. (All in numbers please)

Q1. Take off all works in the substructure of the building in the attached
drawing marked QTS211/2020 Test

TAKING OFF FOR SUBSTRUCTURE


Ref Drawing Number QTS211/2020 Test
REMARKS/WAST
Date: E

Site clearance
Completely clear site of all grasses, bush, shrubs
and small trees n. e. 600mm girth. Grub up roots
and backfill root excavation
show waste

Topsoil excavation
Exc topsoil avg depth n.e. 150mm show waste

Foundation excavation
Exc trench for foundations, max depth n.e. 2.00m
starting from stripped level
Depth
0.23
0.75
0.30
1.28
0.15
1.13

Levelling and compacting


Level and compact bottom of exc n.e. 2.0m dp

Antitermite treatment
Apply antitermite treatment to all excavated
surfaces

2/

2/

Earthwork support
Earthwk sppt to sides of excavatns, depth n.e. 2.0
and dist btw opposing faces n.e. 1.0m
2/

2/

Concrete work
Plain insitu conc (1:10 allin agg) in blinding 50mm
thick

Plain insitu conc (1:3:6-36mm agg) in fdns 225mm


thick

Blockwork
225mm thick hollow sandcrete blockwork in
cement sand mortar (1:6) laid in stretcher bond
0.75 0.75
0.30 0.3
1.05 0.08
1.13

Hardcore
300mm thick hardcore filling of broken blocks
deposited in 150mm layers and weel compacted
2/
2
DPC
225mm wide damp proof course laid horizontally
on blockwork

Formwork to floor slab


2/ sawn hwd fmwk to edges of slab 150mm high
2/

Floor slab
Plain insitu conc (1:3:6-36mm agg) in flr slb
150mm thick

Protection
Protect all works in this section
Item

Extra marks for waste calculations, headings, and


neatness

3
Drawing Number QTS211/2020 Test

Date of birth (DAY) ……………..

0.225
Dat
e of
birt
h
(M
ON
0.15 TH
)
…
…
…
…
…..
0.225

0.225 0.225
GROUND FLOOR PLAN

Floor slab GL 0.15

Hardcore 0.30

Block
wall
0.75

Foundation
0.225
footing

SECTION THROUGH EXTERNAL WALL

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