brickwork bq for external works

7/29/2019 Brickwork BQ for External Works

http://slidepdf.com/reader/full/brickwork-bq-for-external-works 1/9

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




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

G1/5/2





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

G1/5/3





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

G1/5/4





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

G1/5/5





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


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

G1/5/6





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


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

G1/5/7





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

G1/5/8





COLLECTION

Page No. G1/5/1

Page No. G1/5/2

Page No. G1/5/3

Page No. G1/5/4

Page No. G1/5/5

Page No. G1/5/6

Page No. G1/5/7

Page No. G1/5/8

GUARD HOUSE

Carried to Summary RM

G1/5/9

brickwork bq for external works

Documents