G27 Sentosa Townhouse

8/13/2019 G27 Sentosa Townhouse

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Item Description Unit Quantity Rate Amount

WORK BELOW LOWEST FLOOR FINISH

EXCAVATION AND EARTHWORK

BUILDING CONSTRUCTION WORKS

Excavation

Excavating to reduce level; commencing from formation level; cart away,

deposit, spread and level where directed within the site

A Maximum depth not exceeding 1.00m deep m3 77

Excavate trench for ground beam commencing from formation level and

get out, part return, f il l in and ram and remainder cart away, deposit,

spread and level where directed within the site

B Maximum depth not exceeding 2.00m deep m3 12

Excavate pit for pad footings, commencing from formation level and get

out, part return, fill in and ram and remainder cart away, deposit, spread

and level where directed within the site

C Maximum depth not exceeding 2.00m deep m3 648

CONCRETE WORK

IN-SITU CONCRETE

Plain Concrete

Concrete Grade 7 as specified

D Blinding screed under pad footing; laid on earth or hardcore; not

exceeding 100mm thick m3 21

E Blinding screed under ground beam; laid on earth or hardcore; not


F Blinding screed under ground slab; laid on earth or hardcore; not


Reinforced Concrete


G In pad footings m3 167

H In column stump (Provisional) m3 66

J In ground beam m3 12

K 100mm - 150mm Thick; in ground slab m3 33

Reinforcement bars; B.S.4449 hot rolled plain round mild steel

10mm Diameter; links or the like,

L In column stumps (Provisional) kg 1335

To Collection 0


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WORK BELOW LOWEST FLOOR FINISH (Contd.)

CONCRETE WORK (Contd.)

Reinforcement bars; M.S 146 hot rolled plain round mild steel

10 mm Diameter; straight or bent,

A In ground beam kg 3772


B In ground slabs kg 3562

Reinforcement bars; B.S.4449 hot rolled deformed high yield steel


C In column stumps (Provisional) kg 3916

D In ground beam kg 3401


E In ground beam kg 4757

Reinforcement bars; M.S 146 hot rolled deformed high yield steel


F In pad footing kg 7892


G In pad footing kg 3533

Class F1 Formwork as specified

Formwork To Foundations And Beds

H To sides of pad footing; 250mm - 500mm high M 477

J To sides of ground beam m2 115

K To sides of bed; not exceeding 250mm high M 133

Formwork To Isolated Features

L To sides of column stump (Provisional) m2 334

WATERPROOFING AND ASPHALT WORK

FLOORING AND UNDERLAY

Waterproofing Membrane

Covering; 0.125mm thick layer of approved Polythene sheet

waterproofing membrane as specified

M Over 300mm wide; flat; subsequently covered m2 220

N Over 300mm wide; f lat; subsequently covered to floor and 300mm high m2 40

To Collection 0


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Collection

WORK BELOW LOWEST FLOOR FINISH

B9/1

B9/2

B9/3

To Summary 0


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RAMPS, APRON AND PERIMETER DRAINS

EXCAVATION AND EARTHWORK

BUILDING CONSTRUCTION WORKS

Excavation

Excavating to reduce level; commencing from formation level; cart away,

deposit, spread and level where directed within the site

A Maximum depth not exceeding 1.00m deep m3 11

CONCRETE WORK

IN-SITU CONCRETE

Plain Concrete


B Blinding screed under apron slab; laid on earth or hardcore; not


Reinforced Concrete


C 100mm - 150mm Thick; in apron slab and corridor m3 5

BRICKWORK AND BLOCKWORK

NON-LOADBEARING SUPERSTRUCTURE

Common bricks, M.S.76, 225mm x 113mm x 75mm; in cement mortar

Step

D Construct brick step overall size 1500mm x 650mm high with3 nos. step

including all necessary plastering and painting all as per drawing no.

IP(S-02)KA(98)A0224/G27/35/PIA/56(56) nr 4

DRAINAGE

PERIMETER DRAIN

PRECAST CONCRETE DRAIN

Concrete Class 'S' plain ended pipe drain, jointed with and including

requisite concrete collars; laid on and including 20mm size aggregate

600mm wide; backfil led and compacted with selected earth material

600mm wide; 700mm wide x 125mm thick reinforced concrete Grade 20

slab reinforced with one layer of BRC A7 finished with broom finish to

exposed surface, complete with openings for sump at every 10.00m

centres (sump measured separately) including all necessary excavation,

formwork and disposal of surplus excavated material as per drawing no.

E 300mm Diameter, average invert exceeding 0.30m deep but not

exceeding 0.45m deep (provisional) m 24

F 300mm Diameter, average invert exceeding 0.45m deep but not

exceeding 0.60m deep (provisional) m 51

To Collection 0


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RAMPS, APRON AND PERIMETER DRAINS (Contd.)

DRAINAGE (Contd.)

SUMP

Brick sump constructed with 225mm thick brickwall in cement mortar

(1:3) on and including 900mm x 900mm x 300mm thick concrete Grade

20 layer as specified beed, 225mm x 150mm thick rebated concrete

base Grade 20 to receive mild steel grating (measured separately),

100mm x 100mm thick reinforced concrete struts, 100mm diameter

weephole on both sides, rendered on exposed surfaces with 13mm thick

cement and sand (1:3) as specified o 50mm thick lean concrete

including all necessary excavation, formwork and disposal of surplus

A Internal plan size 750mm x 450mm , invert depth average exceeding

0.30m deep but not exceeding 0.45m deep; (PROVISIONAL) nr 6

B Internal plan size 750mm x 750mm , invert depth average exceeding


C Internal plan size 750mm x 750mm , invert depth average exceeding


Mild Steel Grating

Mild steel grating comprising of 75mm x 50mm x 6mm steel plate all

welded together complete with 2 nos. hinge pin and 12mm Diameter

mild steel bolts complete with washer and nuts and bolted to 75mm x

50mm x 6mm mild steel plate and embedded into concrete with fishtail,

including priming with one coat metallic primer, one undercoat and two

coats gloss enamel paint as specified and placed over rebated concrete

up stand all as per drawing no. IP(URKA-A)P/(S)/DR/02A

D 600mm Wide x 900mm Long (PROVISIONAL) nr 22

E 825mm Wide x 825mm Long (PROVISIONAL) nr 22

To Collection 0


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Collection

RAMPS, APRON AND PERIMETER DRAINS

B9/5

B9/6

B9/7

To Summary 0


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FRAME

CONCRETE WORK

IN-SITU CONCRETE

Reinforced Concrete


A In isolated column m3 55

B In stiffener m3 6

C In roof beam m3 27

D In plinth m3 2


10mm Diameter; links or the like,

E In isolated column kg 3480

F In stiffener kg 397

10mm Diameter; stirrups or the like

G In roof beam kg 1841

H In plinth kg 23



J In roof beam kg 2209

K In plinth kg 94

L In isolated column kg 8110

M In stiffener kg 924


N In roof beam kg 750


Formwork To Beams, Casings, Cantilevers and the like

P To sides and soffit of roof beams; horizontal m2 318

Q To sides and soffit of plinth; horizontal m2 24

Formwork To Isolated Features

R To sides of column m2 971

S To sides of stiffeners m2 110

To Summary 0


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UPPER FLOOR

CONCRETE WORK

IN-SITU CONCRETE

Reinforced Concrete


A 150mm - 300mm Thick; in suspended slab m3 4

Reinforcement bars; M.S 146 hot rolled plain round mild steel


B In suspended slabs kg 590


Formwork To Slabs, Staircases And Associated Features

C Soffits of suspended slabs; horizontal m2 25

PRECAST CONCRETE

Precast concrete; B.S.5750, designed mix C30, 30 aggregate, minimum

cement content 380 kg/m3; vibrated; reinforced at contractor's

discretion; to S.O. approval all as per drawing No. IP(S-

Upper floor

D 3300mm x 1200mm x 175mm Thick panel slab Type PS2 reinforced

with lattice girder and main bar complete with bracket, sealer,

peripheral ties and fair finished to all faces. nr 68

E 300mm x 3300mm x 175mm Thick panel slab Type PS2a reinforced



F 400mm x 1400mm x 150mm Thick panel slab Type PS1a reinforced



G 950mm x 3300mm x 175mm Thick panel slab Type PS2a reinforced



H 1200mm x 1400mm x 150mm Thick panel slab Type PS1 reinforced



J 1200mm x 2100mm x 150mm Thick panel slab Type PS1 reinforced

with lattice girder and main bar complete with bracket, sealer,peripheral ties and fair finished to all faces. nr 8

To Summary 0


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ROOF

ROOFING

ROOF FINISHES AND COVERINGS

Approved interlocking concrete roof tiles laid to and including timber

purlin and batterns, nailing at every course all in strict accordance with

manufacturer's instructions and as specified

Coverings

A Sloping, pitch 27 degrees m2 645

B Approved interlocking ridge capping to match roof tiling bedded, jointed

and pointed in waterproof coloured cement mortar (1:3) as specified. m 69

C Extra for valley tray 'zincalume colourbond' to match roof tiles as m 104

D Barge cover including all necessary fixing and finished complete in

accordance to manufacturer's instruction m 138

Double sided aluminium foil insulation fixed on position with and

including chicken wire netting well lapped at joints (measured nett - no

E Sloping 10 - 50 degrees from horizontal m2 645

Gable End

5mm Thick sand board or equivalent gable end set in pattern in triangle

shape complete with 50mm x 0.9mm aluminium anodised sheet or

equivalent accordance to the manufacturer s specification complete with

necessary painting all as per drawing No. HQA (98) A

F Overall size 4500mm x 900mm high (Type B) nr 2

G Overall size 5700mm x 1200mm high (Type B) nr 4

H Overall size 6600mm x 2100mm high (Type A) nr 2

J Overall size 10500mm x 2100mm high (Type A) nr 4

ROOF DRAINAGE AND PLUMBING

Cladding; sand board as specified

To boxed up rain water down pipe; fixed to wall with and including 'C'

channel and all necessary fixing material and finished complete all in

accordance to manufacturer's instruction

K 4.5mm Thick m 158

Gutters

Zincalume Colourbond

L 150mm x 150mm Box gutter with and including 50mm x 50mm x 1.2mm

galvanised steel angle strut at every 200mm centres, 200mm x 2mm

'colourbond' aluminium flat and all necessary accessories fixing into

position all as per drawing no. HQA(98)A0224/G27(TH)/BG1 m 89

To Collection 0


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ROOF (Contd.)

ROOFING (Contd.)

ROOF DRAINAGE AND PLUMBING (Contd.)

UPVC pipe as specified

Rain water down pipe; fixed to wall or column with and including

brackets; all necessary fixing in accordance to manufacturer's instruction

A 100mm Diameter m 158

B 100mm Diameter rain water down pipe laid in concrete bed m 24

C EXTRA FOR bend nr 24

D EXTRA FOR swan neck nr 24

E 100mm Diameter dome complete withframe and mesh grating set to top

of pipe outlet nr 24

To Collection 0


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Collection

ROOF

B9/13

B9/14

To Summary 0


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STAIRS

CONCRETE WORK

IN-SITU CONCRETE

Reinforced Concrete


A 100mm - 150mm Thick; in landing slab m3 1

B In landing beam m3 1



C In landing slabs kg 79

10mm Diameter; stirrups or the like

D In landing beam kg 47



E In landing beam kg 37


F In landing beam kg 57


Formwork To Slabs, Staircases And Associated Features

G Soffits of landing slab; horizontal m2 6

Formwork To Beams, Casings, Cantilevers and the like

H To sides and soffit of landing beam; horizontal m2 10

PRECAST CONCRETE



discretion; to S.O. approval all as per drawing no. IP(S-

Staircase

J 900mm x 3300mm x 150mm thick with 11 nos. step; 150mm high riser

and 275mm wide tread. nr 8

To Collection 0


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STAIRS (Contd.)

FLOOR, WALL AND CEILING FINISHINGS (Contd.)

FLOOR, WALL AND CEILING FINISHINGS

PAVING WORK; STAIRCASE AREA

Cement and sand (1:3) rendering as specified; steel trowelled;internally

20mm Thick to riser on concrete base

A Generally; 150mm high m 8

B Generally; 155.7mm high m 38

20mm Thick to tread on concrete base

C Generally; 275mm wide m 42

Cement and sand (1:6) with an approved plasticiser as specified; steel

trowelled; internally

20mm Thick to brick railing

D Levels, falls and crossfalls and to slope not exceeding 15 degrees from m2 5

PLASTERWORK; STAIRCASE AREAS



20mm Thick to sloping soffit of staircase

E Levels, falls and crossfalls and to slope not exceeding 15 degrees from m2 15

20mm Thick to soffit of landing slab

F Levels, falls and crossfalls and to slope not exceeding 15 degrees from m2 5

20mm Thick to staircase brickwall

G Levels, falls and crossfalls and to slope not exceeding 15 degrees from m2 31

BED AND BACKING WORK; STAIRCASE AREAS

Cement and sand (1:3) screed as specified

20mm Thick to staircase on concrete base; trowelled to receive non -

slip nosing ceramic tiles finishing

H Generally; 275mm wide m 42

To Collection 0


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STAIRS (Contd.)

FLOOR, WALL AND CEILING FINISHINGS (Contd.)

CERAMIC WORK

Approved non-slip homogenous tiles, bedded, jointed and pointed in

cement mortar (1:3), on cement and sand (1:3) screed (measured

separately) as specified laid to pattern approved by the Architect;

275mm work to treads on concrete base

A Extra for non-slip nosing tiles m 42

PAINTING AND DECORATING

NEW WORK INTERNALLY

One coat alkal i resisting primer sealer, two coats emulsion paint as

Plastered soffit of landing slab

B Over 300mm gir th m2 5

Plastered sloping soffit of staircase

C Over 300mm gir th m2 15

Plastered side of staircase brickwall

D Over 300mm gir th m2 31

Plastered brick railing

E Over 300mm girth m2 5

To Collection 0


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Collection

STAIRS

B9/16

B9/17

B9/18

To Summary 0


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EXTERNAL WALLS AND BALUSTRADING

CONCRETE WORK

PRECAST CONCRETE




02)KA(98)A0224/G27/35/PIA/50(56), 51(56), 52(56) & 53(56)

External Wall

A 1500mm x 3125mm x 100mm Thick facade panel (Type WP1) nr 16

B 2100mm x 3125mm x 150mm Thick facade panel (Type WP2) nr 8

C 3300mm x 3125mm x 200mm Thick facade panel (Type WP3) with

opening for 1 nos door size 900mm x 2100mm high nr 8

D 3600mm x 3125mm x 200mm Thick facade panel (Type WP3) with


E 3300mm x 3125mm x 200mm Thick facade panel (Type WP3) with

opening for 1 nos window size 1800mm x 1800mm high nr 8

F 4800mm x 3125mm x 200mm Thick facade panel (Type WP5) with

opening for 2 nos window each size 350mm x 1200mm high nr 8

G 3600mm x 3125mm x 200mm Thick facade panel (Type WP3) with

opening for 1 nos windowsize 1200mm x 1095mm high and 1 nos door

size 1200mm x 2100mm high nr 8

H 5400mm x 3125mm x 200mm Thick facade panel (Type WP5) with

opening for 2 nos window size 600mm x 1800mm high & 900mm x nr 8




`Pintu Gerbang'

J 2100mm x 3125mm x 250mm Thick facade panel (Type PG1) nr 8

K 2400mm x 3125mm x 250mm Thick facade panel (Type PG1) nr 4

To Collection 0


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EXTERNAL WALLS AND BALUSTRADING (Contd.)

CONCRETE WORK (Contd.)

A 3300mm x 3125mm x 450mm Thick facade panel (Type PG2) nr 8 0

B 3600mm x 3125mm x 450mm Thick facade panel (Type PG2) nr 8




Walls

C Half brick thick; stretcher bond m2 63

Sundries

Bituminous damp proof course; B.S.743, coated on the upper surface

with hot bitumen; 150mm laps; bedding in cement mortar (1:1); as

specified; no allowance in measurement for laps

D 115mm Wide to half brickwall m 10

Bonding ties as specified

E 6mm Diameter mild steel wal l bonding ties, 450mm long, one end cast

into concrete and the other end bui lt into joints of brickwall as work nr 16

To Collection 0


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Collection

EXTERNAL WALLS AND BALUSTRADING

B9/20

B9/21

To Summary 0


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WINDOWS, VENTS AND EXTERNAL DOORS

CONCRETE WORK

PRECAST CONCRETE



discretion; bedding in cement lime mortar (1:1:6)

Lintols

A 100mm x 300mm; reinforced with 4 nos, 12mm diameter bars and

10mm diameter stirrup at 250mm centres; fair finish all faces m 33

METALWORK

DOOR IN METAL FRAMING; ZINC COATED AND PREPAINTED

Timber Flush Door

Exterior flush doors with 500mm x 400mm timber louvred comprising of

100mm x 33mm stiles, rails, covered both sides with 6mm thick plywood

and lipped all around with 45mm x 25mm twice rebated edging

B Overall 900mm x 2100mm High (Type P5) nr 2

Timber Panel Door

Panelled door in two unequal panels; including framing and all

necessary acessories all as per manufacturer's detail

C Overall 1200mm x 2100mm High (Type P2) nr 8

Aluminium Sliding Door

Supply and fix aluminium sliding door complete with rubber sealant,

aluminium rail, double roller carriage with plastic bridge and rollers,

angle brackets, floor guide, rail buffers and infilled with 6mm thick tinted

glass panel (glass measured separately) including all accessories as per

D Overall 1800mm x 2100mm High (Type P9) nr 8

WINDOW IN `ALCOM' (COMSASH C-35) OR EQUIVALENT

Top Hung Window

Supply and fixed the following 'Alcom' or approved equivalent frame

casement windows with and including 9mm Thick tinted glass

(measured separately) and glazing gasket including all requisite silicone

sealant fillets casement friction stays fasteners and fixing lugs complete

A Composite unit top hung casement window overall size 350mm x

1200mm high comprising of 2 nos. equal leaves each size 350mm x nr 16

B Composite unit top hung casement window overall size 900mm x

1200mm high comprising of 4 nos. equal leaves each size 450mm x nr 8

To Collection 0


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WINDOWS, VENTS AND EXTERNAL DOORS (Contd.)

METALWORK (Contd.)

Composite Window


casement windows and fixed panel glazed with and including 9mm Thick

tinted glass (measured separately) and glazing gasket including all

requisite silicone sealant fillets casement friction stays fasteners and

fixing lugs complete laid in accordance to manufacturer's detail

C Composite unit comprising of fixed glass panel with side hung casement

window overall size 600mm x 1800mm high (Type TA6a) nr 8

D Composite unit comprising of fixed glass panel with side hung casement

window overall size 1200mm x 1800mm high (Type TA7a) nr 16

Sliding Window


sliding windows with and including 9mm Thick tinted glass (measured

separately) and glazing gasket including all requisite silicone sealant

fillets casement friction stays fasteners and fixing lugs complete laid in

A Sliding window overall size 1200mm x 1200mm high (Type TA2a) nr 8

GLAZING

EXTERNAL DOOR & WINDOW

Clear Glass as specified

6mm Thick to aluminium rebates with aluminium casement glazing

B Over 1 m2; in 1 nr. of panels m2 4


NEW WORK EXTERNALLY

Knot, prime, stop and paint aluminium wood primer and apply

undercoats and one coat high gloss enamel paint as specified on

On general surfaces of timber

C Over 300mm girth m2 48

Wood frames, linings or associated mouldings

D 0mm - 150mm Girth m 127

To Collection 0


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Collection

WINDOWS, VENTS AND EXTERNAL DOORS

B9/23

B9/24

B9/25

To Summary 0


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INTERNAL WALLS

CONCRETE WORK

PRECAST CONCRETE




02)KA(98)A0224/G27/35/PIA/50(56), 51(56), 52(56) & 53(56)

Internal Wall

A 1500mm x 3125mm x 100mm Thick facade panel (Type WP1) nr 8

B 2100mm x 3125mm x 150mm Thick facade panel (Type WP2) nr 8

C 4350mm x 3125mm x 200mm Thick facade panel (Type WP4) nr 8

D 6300mm x 3125mm x 200mm Thick facade panel (Type WP3) with

opening size 900mm x 2100mm high nr 8

E 6600mm x 3125mm x 200mm Thick facade panel (Type WP6) with

opening size 900mm x 2100mm high nr 8

F 1800mm x 3125mm x 150mm Thick facade panel (Type WP2) with


G 3300mm x 3125mm x 200mm Thick facade panel (Type WP3) with


H 4350mm x 3125mm x 200mm Thick facade panel (Type WP4) with





Internal Wall

J 2000mm x 3125mm x 230mm Thick facade panel (Type DP1) nr 8

K 3300mm x 3125mm x 230mm Thick facade panel (Type DP1) nr 8

To Collection 0


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INTERNAL WALLS (Contd.)

BRICKWORK AND BLOCKWORK (Contd.)




Walls

A One brick thick; English bond m2 5


Walls

B Half brick thick; stretcher bond m2 57

Sundries

Bituminous damp proof course; B.S.743, coated on the upper surface

with hot bitumen; 150mm laps; bedding in cement mortar (1:1); as

specified; no allowance in measurement for laps

C 225mm Wide to one brickwall m 4

Bituminous damp proof course as specified (maesured nett - no

D 115mm Wide to half brickwall m 17

Bonding ties as specified

E 6mm Diameter mild steel wal l bonding ties, 400mm long, one end cast


F 6mm Diameter mild steel wal l bonding ties, 450mm long, one end cast


To Collection 0


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Collection

INTERNAL WALLS

B9/27

B9/28

To Summary 0


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INTERNAL DOORS

CONCRETE WORK

PRECAST CONCRETE


cement content 360 kg/m3; vibrated; reinforcement bars B.S.4449 hot

rolled plain round mild steel; bedding in cement lime mortar (1:1:6)

Lintols

A 100mm x 300mm; reinforced with 4 nos, 12mm diameter bars and

10mm diameter stirrup at 250mm centres; fair finish all faces m 51

Heelstone

B 150mm x 50mm x 100mm High cast to profile of door frame including

wrot formwork as specified nr 24

METALWORK

METAL DOOR FRAMING

PREFORMED ZINC COATED AND PREPAINTED

Supply, deliver to site and fix 1mm thick zinc coated and prepainted or

approved equivalent metal frame including al l necessary grouting

waterproof cement, fixing cramps, bracer hinges and fixing strictly in

accordance with Manufacturer's Instruction

C 270mm Girth m 54

DOOR IN METAL FRAMING; ZINC COATED AND PREPAINTED

Timber Flush Door

Internal doors of 100mm x 33mm stiles, rails, covered both sides with

6mm thick plywood and lipped all around with 45mm x 25mm twice

D Overall 700mm x 1250mm High (Type P22) nr 4

E Overall 900mm x 2100mm High (Type P4) nr 32

PVC Doors

Supply and fixed in position approved pvc doors complete with framing,

ironmongery, etc alll in manufacturers instruction

F Overall size 800mm x 2100mm high (Type P7) nr 24


NEW WORK INTERNALLY

Knot and stop, apply one coat dull aluminium wood primer and two coats

of gloss enamel paint as specified on woodworks

On general surfaces of timber

A Over 300mm girth m2 128

Wood frames, linings or associated mouldings

B 0mm - 150mm Girth m 352

To Summary 0


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EXTERNAL FLOOR FINISHES


PAVING WORK

Cement and sand (1:3) rendering as specified; steel trowelled;externally

20 Thick work to apron, laid to fall; trowelled

A Falls and crossfalls and to slope not exceeding 15 degrees from m2 126

BED AND BACKING WORK


20 Thick to floors on concrete base; trowelled to receive homogenous

B Falls and crossfalls and to slope not exceeding 15 degrees from m2 100

HOMOGENEOUS WORK

Approved homogenous tiles, bedded, jointed and pointed in cement

mortar (1:3), on cement and sand (1:3) screed (measured separately) as

specified laid to pattern approved by the Architect; externally

300mm x 300mm x 8.5mm Thick to floors on concrete base

C Level, falls and crossfal ls and to slope not exceeding 15 degree from m2 100

To Summary 0


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INTERNAL FLOOR FINISHES




20 Thick to floors on concrete base; trowelled to receive homogenous

A Falls and crossfalls and to slope not exceeding 15 degrees from m2 443

BED AND BACKING WORK; STAIRCASE AREAS


20 Thick to floors on concrete base; trowelled to receive ceramic tiles

B Falls and crossfalls and to slope not exceeding 15 degrees from m2 136

CERAMIC WORK

Ceramic floor tiles, bedded, jointed and pointed in cement mortar (1:3)

(measured separately); internally

300mm x 300mm x 6.5mm Thick to floors on concrete base; approved

colour and pattern

C Falls and crossfalls and to slope not exceeding 15 degrees from m2 136

HOMOGENEOUS WORK

Approved homogenous tiles, bedded, jointed and pointed in cement

mortar (1:3), on cement and sand (1:3) screed (measured separately) as

specified laid to pattern approved by the Architect; externally

300mm x 300mm x 8.5mm Thick to floors on concrete base

D Level, falls and crossfal ls and to slope not exceeding 15 degree from m2 443

To Summary 0


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EXTERNAL CEILING FINISHES


CEILING WORK

Approved cement based skim coat plaster system consisting of one

base coat and one finishing coat including preparing, grinding and

patching formwork joints, undulating surfaces, trowelled smooth all in

accordance with the manufacturer's instruction internally

Soffits of suspended slab

A Level, falls and crossfalls and to slope not exceeding 15 degrees from m2 57

'Cemboard' or approved equivalent cement board ceilings; 1200mm x

600mm x 4.5mm set symetrical ly from centre of room and including

fixing to ceiling joist and nogging (measured separately); externally

Linings to ceilings; fixing hangers to produce finished ceiling exceeding

6.50m but not exceeding 7.00m above ground level

B Level, fal ls and crossfalls and to slope not exceeding 15 degrees from m2 57


NEW WORK INTERNALLY


Cement board ceilings


Skim coat


To Summary 0


29/37


INTERNAL CEILING FINISHES


PLASTERWORK

Approved cement based skim coat plaster system consisting of one

base coat and one finishing coat including preparing, grinding and

patching formwork joints, undulating surfaces, trowelled smooth all in

accordance with the manufacturer's instruction internally

Soffits of suspended slab

A Level, falls and crossfalls and to slope not exceeding 15 degrees from m2 113

CEILING WORK

'Cemboard' or approved equivalent cement board ceilings; 1200mm x

600mm x 4.5mm set symmetrically from centre of room and including

fixing to ceiling joist and nogging (measured separately); internally

Linings to ceilings; fixing hangers to produce finished ceiling exceeding

6.50m but not exceeding 7.00m above ground level

B Level, fal ls and crossfalls and to slope not exceeding 15 degrees from m2 113


NEW WORK INTERNALLY


Cement board ceilings


Skim coat


To Summary 0


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EXTERNAL WALL FINISHES


PLASTERWORK

Cement and sand (1:6) plaster; steel trowelled; externally

Plastering in two coats, trowelled finish on brickwall

A 20mm Thick m2 32


NEW WORK EXTERNALLY

One undercoat and two finishing coats of weathershield paint as

Plastered walls

B Over 300mm girth m2 32

Pre cast concrete walls


To Summary 0


31/37


INTERNAL WALL FINISHES


PLASTERWORK



Plastering in two coats, trowelled finish on brickwall

A 20mm Thick m2 43



Work to walls on brickwork base to receive glazed ceramic wall tiles

B 20mm Thick m2 547

CERAMIC WORK

Approved glazed ceramic tiles, bedded, jointed and pointed in cement

mortar (1:3) (measured separately); internally

200 x 200 x 7.5 units to walls on concrete base

C Over 300mm wide m2 547


NEW WORK EXTERNALLY

One undercoat and two finishing coats of weathershield paint as

Plastered walls


Pre cast concrete walls

E Over 300mm girth m2 1712

To Summary 0


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FITTINGS AND FURNISHINGS

WOODWORK

FITTINGS AND FURNITURE

COMPOSITE ITEMS

The following in wrot pressure treated timber group `C' as specified and

all requisite ironmongery, framed complete with postformed hot pressedlaminate with 2mm thick `formica' or equivalent on top and finish all

exposed surfaces of woodwork with approved dark stain finish unless

A Worktops: comprising 'L' shape floor mounted cabinet overall size

3900mm x 450mm x 850mm high with cabinet shelves and drawers and

wall mounted cabinet overall size 2500mm x 300mm x 600mm high all

as per manufacturer's detail and drawing no. HQA (98) A nr 8

B Low level f loor mounted cabinet (Type KB-4) with shelves and drawers

overall size 1650mm x 600mm x 850mm high as per drawing no. HQA

(98) A 0224/G27(TH)/DP1 nr 8

C Cabinet : overall size 1500mm x 550mm x 3200mm high 6mm thick

mirror all as per manufacturer's detail and drawing no. HQA (98) A

0224/G27(TH)/DP3 (Type KB-2) nr 16

D Cabinet : 'L' shape cabinet overall size 1350mm x 550mm x 3200mm

high comprising postforming worktop, 6mm thick mirror and fixed louvre

door all as per manufacturer's detail and drawing no. HQA (98) A nr 8

E Shoes Cabinet : overall size 1350mm x 550mm x 3200mm high

comprising of shelves and fixed louvre door all as per manufacturer's

detail and drawing no. HQA (98) A 0224/G27(TH)/DP6 (Type KB-6) nr 8

F High level wall hung meter cabinet overall size 1300mm x 550mm x

1100mm high all as per manufacturer's detail and drawing no. HQA (98)

A 0224/G27(TH)/DP7 (Type KB-6A) nr 8

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SANITARY FITTINGS

PLUMBING AND MECHANICAL ENGINEERING INSTALLATIONS

SANITARY INSTALLATION; INTERNALLY

Appliances; Johnson Suisse or other approved equivalent

Sink units; Approved equivalent stainless steel sink with double bowl

complete with two 19mm diameter chromium-plated inclined high neckpillar tap, 32mm diameter chromium-plated waste outlet fitt ings with

plugs and chain stay, 32mm diameter chromium-plated bottle trap with

75mm deep seal and set in opening in 36mm thick postform chipboard

A 1650mm x 600mm; fixing on base unit with metal clips nr 8

Washbasins; `Yale' or other equal and approved white vitreous china

counter top vanity basin to B.S 5506 complete with one pair fixing

bolts,anti syphon stainless steel bottle trap with 75mm seal and 80mm

B 800mm x 425mm; fixing brackets with screws; sealing at back with nr 8

C 1000mm x 425mm; fixing brackets with screws; sealing at back with nr 8

Approved back inlet pedestal W.C. suites; white vitreous china pan ;complete with pair of tread plates and high level cistern with flush pipe,

cover and bracketss with 20mm diameter bal l valve and chromium

D Pan with S or P trap conversion bend to B.S.5627 in vitreous china and

integral tread plate complete with 6 litre high level cistern and lid ; fixing

pan with screws and setting pan in tiled concrete floor and including

working or making good floor and wall tiling around nr 16

Tap

E Doe 'QT 36 Costa' or other equal and approved 1/2" 1/4 turn booster

bib tap with costa brass chrome handle nr 24

Shower Rose

F Approved ball joint rose shower (55mm) complete with brass heavy nr 16

Soap Holders

G 310mm x 160mm x 95mm Semi recessed soap and sponge holder in

vitreous china nr 16

Towel Rail

H Screw to wall towel rail holder complete with chrome plated bar, plastic

rail insert and accessories fixing screws and plug . nr 16

Toilet Roll Holder

J 165mm x 165mm x 95mm Toilet rol l holder in vitreous china complete

with plastic roller . nr 16

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SANITARY FITTINGS (Contd.)


Floor Trap

A 150mm x 150mm heavy duty stainless steel square floor trap with

105mm diameter integral hinged cover and standard perforated cleanout nr 40

Mob Rack

B Mop rack consisting of 2 nos. of 20mm steel hook, 100mm x 16mm thick

timber board; including fix to wall and all other accessories nr 16

6mm Thick bevelled edge float glass mirror polished plate and including

6mm thick waterproof plywood backing with 13mm aluminium framing all

round and fixed with chromium plated dome headed fixing screws and

C 500mm x 400mm x 6mm Thick glass mirror nr 16

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Collection

SANITARY FITTINGS

B9/40

B9/41

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PLUMBING INSTALLATION


DOMESTIC COLD WATER INSTALLATION; INTERNALLY

Cold Water Installation

Supply and instal l cold water system pipes including all necessary

connections with requisite connectors to water tank storage and sanitaryappliances with requisite pipe fittings and stopcock complete

A Stainless steel or equivalent pipes with and including all requisite fittings,

from and including first stopcock from incoming mains to water storage

tanks to sanitary appliances, and overflow pipes and including all

requisite openings and chases in roof, floor, walls and beams complete it 1

Waste Water, Soil and Vent Pipe

UPVC pipe

B Waste water, soil and vent pipes with and including all requisite fit tings

from sanitary appliances and from floor traps and outlet grating to

connecting manholes or water channel drains including all necessary

excavation, concrete casing around pipework, connections with requisiteconnectors to sanitary appliances, requisite openings, requisite to

chase, in roof, floors, beams and wall, complete all as per drawing PBA it 1

Storage Water Tank

Poly water tank as specified complete with all accessories, fittings and

150mm high I-beam support of approved manufacturer to JBA approval,

hoisted and placed in position at approximately 7.80m above ground

level in accordance to manufacturer's instruction all as per drawing no.

C 1400mm Diameter x 850mm high ( 440 gallon) nr 8

TESTING

Plumbing Installation

D On completion of the plumbing installat ion test all cold water and soil &

waste piping and make good any defects and leave the whole in perfect

working order to the entire satisfaction of the Superintending Officer. it 1

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:Summary

:WORK BELOW LOWEST FLOOR FINISH

:RAMPS, APRON AND PERIMETER DRAINS

:FRAME

:UPPER FLOOR

:ROOF

:STAIRS

:EXTERNAL WALLS AND BALUSTRADING

:WINDOWS, VENTS AND EXTERNAL DOORS

:INTERNAL WALLS

:INTERNAL DOORS

:EXTERNAL FLOOR FINISHES

:INTERNAL FLOOR FINISHES

:EXTERNAL CEILING FINISHES

:INTERNAL CEILING FINISHES

:EXTERNAL WALL FINISHES

:INTERNAL WALL FINISHES

:FITTINGS AND FURNISHINGS

:SANITARY FITTINGS

:PLUMBING INSTALLATION

G27 Sentosa Townhouse

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Transcript of G27 Sentosa Townhouse