brickwork bq for external works
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7/29/2019 Brickwork BQ for External Works
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Item Description Unit Qty Rate Amount (RM)
ISOLA - EXTERNAL WORK
ELEMENT NO. 5 - GUARD HOUSE
WORK BELOW LOWEST FLOOR FINISH
Notes :
1) The contractor shall allow in his rates for coordination and
provision of M & E opening/outlet requirement. The contractor is
required to submit shop drawings to Engineer for approval and
incorporate all M & E requirement and starter bar layout/positio
2) The cost for any hacking, coring and cutting off starter bars due
to misalignment to be done by others will be borne by the
Contractor.
Excavation commencing from basement platform level includingearthwork support, levelling, compacting bottom and trimming
sides of excavation
A Maximum depth not exceeding 2.00m in pad footing (provisional) m3 1.00
B Ground beam not exceeding 1.00m in trench (provisional) m3 2.00
Disposal of excavated material
C
Excavated materials to be removed from the site to Contractor's
own dump and the provision of a shoot, dump or tip, royalties,
fees, levies, and other charges shall be deemed to be included(provisional)
m3 3.00
D
150mm Thick (consolidated) bed of crusher run as described
spread, levelled, blinded, watered, and consolidated under lean
concrete average 1.50m deep for OSD tank (provisional)
m2 30.00
ELean concrete Grade 15 as described blinding screed to receive
Pile cap not exceeding 100mm (provisional)m2 30.00
Mild steel rod reinforcement B.S. 4449
F 10mm Diameter as stirrups In ground beam (provisional) kg 36.00
High yield tensile rod reinforcement B.S. 4449
G 25mm Diameter bar In pile caps (provisional) kg 216.00
H 25mm Diameter bar In column stump (provisional) kg 74.00
J 25mm Diameter bar In ground beam (provisional) kg 179.00
To Collection RM
G1/5/1
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Item Description Unit Qty Rate Amount (RM)
ELEMENT NO. 5 - GUARD HOUSE (Cont'd)
Reinforced concrete Grade 30 as describe (provisional)
A In pad footing m3 1.00
B In column stump m3 1.00
C In ground beam m3 2.00
DThickness exceeding 150mm but not exceeding 300mm in
concrete slabm3 6.00
E Ditto in apron slab m3 1.00
Layer of steel fabric reinforcement to B.S 4483 as described (B.S.
Ref No. A6-weighing not less than 2.22kg/m2) well lapped at
joints and embedded as discribed in
F In concrete bed (provisional) m2 30.00
G In apron slab (provisional) m2 6.00
Sawn Formwork as described to (provisional)
H Sides of pad footing m2 4.00
J Sides of ground beam m2 3.00
K Sides of column stump m2 3.00
L Edge of concrete slab exceeding 300mm m2 2.00
M Edge of apron slab exceeding 300mm m2 3.00
FRAME
Reinforced concrete Grade 25 as described
N Column m3 1.00
P Roof beam m3 1.00
Mild steel bar reinforcement as described
Q 6mm Diameter as links in column kg 24.00
R 10mm Diameter 'U' Bars embanded in Colum kg 8.00
S 6mm Diameter as link in beam kg 17.00
To Collection RM
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Item Description Unit Qty Rate Amount (RM)
ELEMENT NO. 5 - GUARD HOUSE (Cont'd)
High yield steel bar reinforcement as described
A 12mm Diameter in column kg 66.00
B 12mm Ditto roof beam kg 23.00
C 16mm Ditto roof beam kg 41.00
Sawn formwork as described to
D Sides of column m2 12.00
E Sides and soffit of roof beam m2 8.00
Fabricate supply and install in position structural steel section to
B.S 5950 and material properties to B.S 4360 Grade 43 as
described
F 150mm x 200mm x 4.8mm x 25.4kg/m RHS Column kg 328.00
G
300mm x 350mm x 10mm thick M.S Base Plate welded to
column Stifferner including forming opening for bolts to R.C
Beam (measured seperately)
No. 3.00
H20mm Diameter HT Holding Down Bolts 200mm long with head,
c/w Nut & Washer on bothsides
No. 12.00
J
230mm x 230mm x 10mm thick mild steel base plate to welded
with U steel bars including infill with with non-shrink grout
between the plate and 230mm x 230mm reinforce concrete
column as per Drawing no NJASB0611/SJCC/GH/01
No. 4.00
ROOF
K
Supply and install 12mm thick green tinted laminated glass fixed
to 40mm x 100mm selected aluminium framing with sealant to
specialist details complete with all neccessary fixing and
accessories to manufacturer's detail
m2 16.00
Reinforced Conrete Grade 30 as described in
L 125mm Thick Suspended Roof Slab m2 9.00
M
Extra over for forming 100mm diameter outlet for rainwater
downpipe.(measured seperately) through 125mm thick suspended
slab with and including pipe sleeve,sealant around opening
No. 1.00
N Extra over for forming 150 x 200mm deep scupper drain m 3.00
To Collection RM
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Item Description Unit Qty Rate Amount (RM)
ELEMENT NO. 5 - GUARD HOUSE (Cont'd)
ALayer of steel fabric reinforcement to B.S 4483 as described (B.S.Ref No. A6-weighing not less than 2.22kg/m2) well lapped at
joints and embendded in concerete bed
m2 9.00
BLayer of steel fabric reinforcement to B.S 4483 as described (B.S.
Ref No. A7) well lapped at joints and embendded in concerete bedm2 9.00
Sawn formwork as described to
C Soffit of suspended roof slab m2 9.00
Cement and sand (1:4) mixed with an approved plasticier as
described
D 20mm thick to soffit of suspended roof slab m2 9.00
Waterproofing System
Note:
The Contractor shall allow in his rates for oordination and
supervision of waterproofing treatment around M&E
opening/outlet requirement including provision of swellable/PVC
water stop
Prepare and apply two coats at 1.7kg/m2/coat 'Mapelastic' UV
stable fiber waterproofing reinforced complete with layer
'Mapenet 150' all shall according per manufacturer's instruction
E Top of flat roof m2 9.00
Prepare and apply three coats 'Aquaflex Roof' or other equal and
approved paint as described on the following surfaces
F Plastered surface of roof slab m2 9.00
Unplasticised polyvynil chloride rainwater downpipe to B.S. 4576
class C and fittings including jointing with solvent cement in
accordance with the manufacturer's instruction
G100mm Diameter rainwater downpipe fixed to wall and column
with approved mild steel bracketm 5.00
To Collection RM
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Item Description Unit Qty Rate Amount (RM)
ELEMENT NO. 5 - GUARD HOUSE (Cont'd)
STEEL ROOF TRUSSES
TENDERER NOTE :
1) Prior to the fabrication of any steelwork, the Contractor shall
submit and obtain approval for all steelwork shop drawings. All
steel details and connections and splice detail shall be in
accordance with the requirementd of BS 5950
2)All shop drawings shall be endorsed by Professional Engineer
3)All welds to be 5mm fillet weld (leg lenght) electrode strenght
E43 to BS 639.
Fabricate supply and install in position structural steel section to
B.S 5950 and material properties to B.S 4360 Grade 43 as
described
A100mm x 200mm x 4.5mm x 20.5kg/m RHS welded to 100mm x
200mm x 4.5mm thick RHS roof structurekg 1,150.00
………………… Noidc
B
Prepare and apply one coat Zinc Chromate primer or other
approved similar and two (2) coats nicaceous iron oxide on
general surfaces of steel trusses
Tonne 1.00
EXTERNAL WALLS
C
Half-brick wall in cement and sand bricks in composition mortar
as described reinforced with and including brick reinforcement
and bonding tie as described
m2 18.00
DHorizontal damp-proof course as described laid on half-brick wall
(measured nett - no allowance made for laps)m 11.00
E
6mm Diameter mild steel as described bonding tie 450mm girth
one end hooked and cast in concrete and other end built into joints
of brickwork including perforation in formwork
No. 32.00
F
To boxup exposed pipes with 12mm thick gypsum board on
galvanised iron framing to specialist details with and including all
necessary to all manufacturer detail and Architect's approval
(Provisional)
m2 10.00
To Collection RM
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Item Description Unit Qty Rate Amount (RM)
ELEMENT NO. 5 - GUARD HOUSE (Cont'd)
WINDOWS
TENDERER TO NOTE:
1) The sizes are only as a guide in tendering and the tenderer shall
supply all the units in accordance with the architectural
drawings/site measurements and no claims will be entertained for
any discrepancy between the Drawing and Bill of Quantities
2) Rates for aluminium works shall include all cutting and waste,
cutting holes for electrical wiring and conduits, etc.
3) Allow for submission of shop drawings and samples to
Architect for approval
Supply, deliver to site and fix the following natural anodized
aluminium windows infilled with glass (measured separately)
including all necessary frames, aluminium sub frame, transomes,
mullions, glazing materials, glazing beads, fixing screws, weather
s
A
150mm x 150mm Reinforced conrete Grade 30 as described lintol
including all necessary reinforcement and formwork to Engineer's
detail
m 7.00
B
Supply and install Powder Coated Aluminium frame overall size
1200mm x 1200mm high with 6mm thnk green tint laminated
sliding glass window to manufacture detail & to arch's approval.
No. 2.00
C
Supply and install Powder Coated Aluminium frame overall size
5350mm x 2400mm high comprising with 6mm thick green tint
laminated fixed glass panel window to manufacture's detail & to
arch's approval
No 1.00
D
Supply and install powder coated aluminium louvres screeen
overall size 3100mm x 1000mm high to arch's approval and
specialist detail
No 2.00
E
Supply and install powder coated aluminium louvres screeen
overall size 2400mm x 800mm high to arch's approval and
specialist detail
No 2.00
……………………
F6mm Thick clear glass as described glazing to aluminium framing
with and including aluminium beads and glazing materialsm2 9.00
To Collection RM
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Item Description Unit Qty Rate Amount (RM)
ELEMENT NO. 5 - GUARD HOUSE (Cont'd)
DOOR
A
150mm x 150mm Reinforced conrete Grade 30 as described lintol
including all necessary reinforcement and formwork to Engineer's
detail
m 3.00
B
Supply and install Powder Coated Aluminium frame overall size
900mm x 2100mm high with 8mm thick clear glass casement
door to manufacture details & arch's approval including all
accessories
No. 2.00
INTERNAL WALL FINISHES
C18mm Cement and sand (1:4) mixed with an approved plasticiser
internally as described plain face to wall and columnm2 18.00
D
Prepare and apply one coat alkali resisting primer and two coats
'ICI' or other equal and approved emulsion paint as described on
plastered surface of wall and column
m2 18.00
INTERNAL FLOOR FINISHES
E25mm Thick cement and sand (1:3) as described screed to receive
Homogenoues tilesm2 7.00
F
200mm x 200mm x 7mm Thick approved Homogenoues tiles
bedded and jointed in cement mortar (1:3) as described and
pointed in coloured cement to match tiles to floor
m2 7.00
INTERNAL CEILING FINISHES
G
10mm Thick Boral Fibrous Plaster Board suspended ceiling to
Architect's selection or approval complete with necessary
suspended suspention system and necessory accesory works as per
Manufacturer's instruction and Architect's approval (provisional)
m2 7.00
EXTERNAL FINISHES
WALL
20mm Cement and sand (1:4) mixed with an approved plasticiser
externally as described
H Wall and columns m2 20.00
To Collection RM
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Item Description Unit Qty Rate Amount (RM)
ELEMENT NO. 5 - GUARD HOUSE (Cont'd)
Prepare and apply one coat alkali resisting primer and two coats'ICI' or other equal and approved weathershield paint
A Wall and columns m2 20.00
FLOOR
B50mm thick cement and sand (1:3) as described paving trowelled
smooth to apron slabm2 24.00
BUILT-IN CABINET
C
Supply and install 4100mm x 1000mm x 850mm high timber builtin cabinet complete with drawer and timer rack including all,
finish with varnish and all other accessories for complete and
proper installation as per drawing no 06013SJCC/DD/07-02 (T-
01)
m 5.00
To Collection RM
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Item Description Unit Qty Rate Amount (RM)
ELEMENT NO. 5 - GUARD HOUSE (Cont'd)
COLLECTION
Page No. G1/5/1
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GUARD HOUSE
Carried to Summary RM
G1/5/9
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