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PANGSAPURI NURI (F16)

Item Description Unit Quantity Rate Amount

WORK BELOW LOWEST FLOOR FINISH

EXCAVATION AND EARTHWORK

EXCAVATION

Excavating to reduce level; to formation level; commencing fromground level

A Maximum depth not exceeding 1.00m M3 286

Excavating trenches starting from reduced level; including backfill withapproved excavated material, compaction in layers and disposal ofsurplus excavated material where directed within the site

To receive ground beams

B Maximum depth not exceeding 1.00m M3 83

C Maximum depth not exceeding 2.00m M3 2

Excavating service trenches starting from reduced level; grading

bottoms; earthwork support; filling in with sand to a depth of 1100mmthick; filling in above with material arising from excavations; disposingof surplus excavated material by removing from site

D Maximum depth not exceeding 2.00 m M3 4

FILLING

Hardcore as specified

E To make up levels not exceeding 250mm thick; average 150mm thickM2 763

CONCRETE WORK

IN-SITU CONCRETE

Plain Concrete Grade 7 as specified; blindingscreed; laid on earth orhardcore

Under ground beam

F Not exceeding 100mm thick M3 6

Under cable trench

G Not exceeding 100mm thick M3 1

Under ground floors slab

H Not exceeding 100mm thick M3 38

Reinforced Concrete Grade 30 as specified

Foundations or the likes;

J In column stumps (Provisional) M3 8

Ground Beams or the likes;

K In ground beams M3 78

To Collection -

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WORK BELOW LOWEST FLOOR FINISH (Contd)

CONCRETE WORK (Contd )

Bed and Ground Floor Slab or the likes;

In ground floor slab

A 150mm - 300mm Thick M3 134

In service trench

B In cable wall M3 1

C In cable base M3 1

Reinforcement bars; hot rolled plain round mild steel

Foundations or the likes;

In column stumps (Provisional)

D 16mm Diameter; straight and bent KG 235

E 20mm Diameter; straight and bent KG 1590

F 25mm Diameter; straight and bent KG 1720

G 10mm Diameter; links or the likes KG 622

Ground beams or the likes;

In ground beams

H 10mm Diameter; stirrups or the likes KG 2769

Service trench or the likes;

In cable trench base

J 16mm Diameter; straight and bent KG 55

K 10mm Diameter; loops or the like, KG 22

Reinforcement bars; hot rolled deformed high tensile steel

Ground beams or the likes;

In ground beams

L 12mm Diameter; straight and bent KG 13

M 16mm Diameter; straight and bent KG 1528

N 20mm Diameter; straight and bent KG 4044

P 25mm Diameter; straight and bent KG 38

Ground floor slab or the likes;

In suspended ground floor slab

Q 12mm Diameter; straight and bent KG 1175

To Collection -

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Service trench or the likes;

In cable trench wall

A 16mm Diameter; straight and bent KG 135

B 10mm Diameter; loops or the like, KG 62

Reinforcement; fabric; hard drawn plain round steel, welded asdescribed

Slab or the likes

C In ground floor slab; Reference A393 M2 1948

Class F1 formwork as specified

Foundations or the likes

D To sides of column stumps (Provisional) M2 101

Ground beams or the likes

To edges and faces ground beams

E 250mm - 500mm High M 8

F 500mm - 1.00m High M 995

G Over 1.00m high M2 15

Walls or the likes

To faces of cable trench walls

H Vertical surfaces M2 15

PRECAST CONCRETE

Precast concrete cover slab

Precast concrete Grade 30 as described cover slab reinforced withand including 10mm diameter mild steel rod reinforcement space at125mm centres both ways including 2 nos. notched lifting holes atends and finished fair on all exposed surfaces and places in positionincluding forming rebate to edge of concrete

J 750mm x 750mm x 70mm Thick NO 8

To Collection -

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WATERPROOFING AND ASPHAL T WORK

DAMP PROOFING AND TANKING

Damp Proof Membrane as specified

Coverings; 1 layerofPolythene sheet as specified, 0.125mm thick; laidon hardcore

A Over 300mm wide; flat; subsequently covered M2 763

To Collection -

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Collection

WORK BELOW LOWEST FLOOR FINISH

B1/1 -

B1/2 -

B1/3 -

B1/4 -

Carried To Summary -

BQ / 5

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RAMPS, APRON AND PERIMETER DRAINS

EXCAVATION AND EARTHWORK

EXCAVATION

Excavating to reduce level; to formation level; commencing fromground level

A Maximum depth not exceeding 0.25m M3 62

FILLING

Hardcore as specified

To make up levels not exceeding 250mm thick; average 150mm thick

B To receive apron slab M2 307

CONCRETE WORK

IN-SITU CONCRETE

Plain Concrete Grade 7 as specified; blindingscreed; laid on earth orhardcore

Under apron slab

C Not exceeding 100mm thick M3 15

Under ramp

D Not exceeding 100mm thick M3 1

Plain Concrete Grade 30 as specified

In apron slab

E 100mm - 150mm Thick M3 46

In ramp

F 150mm - 300mm Thick (average) ramp slab M3 1


Staircase

G In steps or staircase;poured on earth or hardcore M3 1


Ground floor slab or the likes;

In apron slab

H 10mm Diameter; straight and bent KG 1983

To Collection -

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RAMPS, APRON AND PERIMETER DRAINS (Cont d)



Staircase or the likes;

In steps and staircase



Ground floor slab or the likes

To edges and faces of apron slabs

B Not exceeding 250mm high M 183

To edges and faces of ramp

C 250mm - 500mm High M 14




Coverings; 0.125mm thick layer of approved Polythene sheet asspecified

D Over 300mm wide; flat; subsequently covered M2 307

DRAINAGE

DRAINS

PERIMETER DRAIN

230mm half round perimeter drain as specified, in suitable length,finished fair on exposed surfaces, bedded, jointed and pointed incement and sand, laid to fall

E average invert not exceeding 600mm deep ( Provisional) M 183

To Collection -

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Collection

RAMPS, APRON AND PERIMETER DRAINS

B1/6

B1/7


BQ / 8

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FRAME

CONCRETE WORK

IN-SITU CONCRETE


Columns or the likes;

A In columns M3 55

B In stiffeners M3 1

Beams or the likes;

C In floor beams M3 142

D In roof beams M3 70

E In upper roof beams M3 21



In columns

F 10mm Diameter; links or the likes KG 4696

In stiffeners

G 10mm Diameter; links or the likes KG 238

Beams or the likes;

In floor beams


In roof beams

J 10mm Diameter; links or the likes KG 3877

In upper roof beams

K 10mm Diameter; links or the likes KG 840



In columns

L 16mm Diameter; straight and bent KG 1176

M 20mm Diameter; straight and bent KG 7540

N 25mm Diameter; straight and bent KG 10785

In stiffeners

P 16mm Diameter; straight and bent KG 860

To Collection -

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FRAME (Contd)


Beams or the likes;

In floor beams


B 16mm Diameter; straight and bent KG 1743

C 20mm Diameter; straight and bent KG 1811


In roof beams

E 16mm Diameter; straight and bent KG 2488

F 20mm Diameter; straight and bent KG 117

G 25mm Diameter; straight and bent KG 5352

In upper roof beams


J 25mm Diameter; straight and bent KG 657


Columns or the likes

K To sides of columns M2 703

L To sides of stiffeners M2 40

Beams or the likes

To sides and soffits of floor beams

M Horizontal M2 1405

To sides and soffits of roof beams

N Horizontal M2 679

To sides and soffits of upper roof beams

P Horizontal; soffits exceeding 3.5m high; 13.20m height M2 204

To Collection -

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Collection

FRAME

B1/9 -

B1/10 -


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UPPER FLOOR

CONCRETE WORK

IN-SITU CONCRETE


Slabs or the likes;

In suspended slab

A 150mm - 300mm Thick M3 73


Slabs or the likes

In suspended slab



Slab or the likes

C In suspended floor slab; Reference A393 M2 18


Slabs or the likes

To soffits of suspended slab

D Horizontal M2 419

PRECAST CONCRETE

Notes;

The tenderer shall have deemed to have studies thedrawing/specification and visited the site to determine for himself theextent and/or nature of pre casting, transportation, double handling,hoisting, hoisting equipments, fixing, etc. No claims will not beentertained on the ground of ignorance of extentand/or nature of suchworks as he is deemed to be fully acquainted and conversant with allrequirements.

If in the opinion of the tenderer, the precast panels may be cast intosmaller/bigger units, he should forseek clarificationandapproval fromthe S. O. All costs in connection with any amendments to the precastpanels shall be borne by the Tenderers.

The Tenderer shall note that all unplastered surfaces to precastconcrete shall be finished smooth.He shall allow for this in his pricesaccordingly.

To Collection -

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UPPER FLOOR (Contd)


Rates to include for casting in conduits forming chases, openings etc.for mechanical and electrical installation.It is the Tenderer'sresponsibility to check the extentof this work fromthe MechanicalandElectrical drawings.

Precast concrete slab

Precast concrete ; BS 5750,reinforced at contractor's discrection; toapproval all as per drawing no. IP(S-02)DN(98)/A021/F16(PGS)/4/PIA/61(88)

A 1200mm x 2000mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2) NO 16

B 1200mm x 3150mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2) NO 64

C 1200mm x 3300mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2) NO 12

D 1200mm x 3600mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2) NO 40

E 1200mm x 3900mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2) NO 48

F 1200mm x 3600mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2a) NO 8

G 1200mm x 3900mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2a) NO 8

H 2000mm x 2000mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2a) NO 4

To Collection -

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UPPER FLOOR (Contd)


A 2000mm x 3150mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2a) NO 4

B 2000mm x 3300mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2a) NO 4

C 2000mm x 3900mm x 175mm Thick reinforced with lattice girder andmainbarcomplete with bracket, sealer, peripheral ties andfair finishedall faces (Type PS2a) NO 12




Covering; "Swepco" or equivalent polymer cementation flexiblewaterproofing slurry as specified at 2kg/m2; lain to concrete wall

D Over 300mm wide; flat; subsequently covered M2 171

To Collection -

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Collection

UPPER FLOOR

B1/12 -

B1/13 -

B1/14 -


BQ / 15

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ROOF

CONCRETE WORK

IN-SITU CONCRETE


Slabs or the likes;

In suspended roof slab

A 150mm - 300mm Thick M3 40


Slabs or the likes

In roof slab



Slab or the likes

C In roof slab; Reference A393 M2 558


Slabs or the likes

To soffits of roof slab

D Horizontal M2 229

E EXTRA FOR temporary boxing size 950mm x 950mm in 175mm thick

roof slab for access M 1




Covering; "Chemseal" or equivalent polymer cementation flexiblewaterproofing slurry as specified at 2kg/m2; lain on concrete slab

F Over 300mm wide; flat; subsequently covered M2 229

ROOFING

SLATE OR TILE ROOFING

Roofing; concrete interlocking tiles as specified; fixing every fifthcourse with two aluminium alloy nails per tile to 75mm lap; 38mm x25mm pressure treated Group 'B' timber battens fixed with galvanisednails

Coverings

G Sloping, pitch 30 degrees M2 1542

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ROOF (Contd)

ROOFING (Contd)

EXTRA OVER 30 degrees pitch coverings for

A Valley tiles; bedded and jointed in cement mortar (1:3) M 36

B Ridge tiles; bedded and jointed in cement mortar (1:3) M 63

C Hip tiles; bedded and jointed in cement mortar (1:3) M 131

Underlay

D Double sided aluminium foil insulation as specified; lapped 150mm atjoints M2 1542

SHEET METAL FLASHINGS AND GUTTERS

Flashings; galvanised iron sheet as specified

No. 8 gauge flashings; 150mm lappedjoints; fixing with matchingclips

and wedges

E 270mm Girth; one ends dressed over roof covering; other ends fixed tojoint of brickwall M 76

WOODWORK

CARCASSING ITEMS

Sawn pressure treated Group `C' timber as specified

Pitched roof members including ceiling joists

F 100mm x 75mm Wall plate M 212

BOARDING AND FLOORING

Wrot pressure treated Group `B' timber as specified

Boarding to eaves, verges, fascias or the like

G 25mm thick x 250mm wide board M 274

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ROOF (Contd)

STRUCTURAL STEELWORK

FABRICATED

Weldable steel; hot rolled sections; welded fabrication and bolted siteconnections

`PATENTED' proprietary roof trusses system

Notes:

The Contractor shall be responsible for the design, supply, fabrication,installation and guarantee of the roof truss system in accordance to theGuidelines and Specification

The Contractor shall submit with his Tender Preliminary DesignProposals for the proprietary trusses system duly certified by themanufacturer approved by the Government, together with all otherrelevant submissions stipulated

The proposed design shall be approved bythe S.O. prior to fabricationand installation on site. The S.O. reserves the right to make anychanges/amendments to the proposed design. Any suchchanges/amendments shall be at the cost of the Contractor

The Contractor shall also allow in his rates/prices for any additionalstructures, rafters, chord, bearers, tie, strut, wall plate, trussconnectors, straps, bolts andnuts, or otherassociated members whichare required solely to accommodate or support his proposed rooftrusses and which are not provided for in the tender drawings

A PATENTED' roof trusses for pitch roof with and including allnecessary supports as indicated based on relevant drawings and asspecified, overall area approximately 950m2 (measured flat on plan)including design, built, supply, erection and fixing in position of trusses ITEM 1

PLUMBING AND MECHANICAL ENGINEERING INSTALL ATIONS

RAINWATER INSTALLA TION; GUTTERWORK

uPVC boxgutters andfittings; push fitconnector joints; gutterwork andsupports self coloured grey as specified

200 mm x 200mm; joints in the running length; supports at average1000mm centres

B In standard fascia brackets fixed with galvanized screws to timber M 211

To Collection -

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ROOF (Contd)

PLUMBING AND MECHANICAL ENGINEERING INSTALLATIONS

(Contd)

RAINWATER INSTALLATION; PIPEWORK

uPVC pipes and fittings; push fit joints; pipework and supports selfcoloured grey as specified; externally

100mm pipework; joints in the running length; embedded in theconcrete or screed

A Laid in position M 80

Sundries

Balloon grating to suit and set on top of rainwater pipe

B 100mm Diameter NO 8

PAINTING AND DECORATING

NEW WORK

Woodwork

Knot and stop, prime and enamel paint as specified

C General surfaces of timber; 150mm - 300mm Girth M 274

To Collection -

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Collection

ROOF

B1/16 -

B1/17 -

B1/18 -

B1/19 -


BQ / 20

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STAIRS

CONCRETE WORK

IN-SITU CONCRETE


Staircase

A In steps and staircase M3 6




B 10mm Diameter; links or the likes KG 59




C 12mm Diameter; straight and bent KG 452



Staircase or the likes

To soffits of staircases

E Sloping over 15 degree from horizontal M2 22

To soffits of landing slab

F Horizontal M2 15

To sides and soffits of landing beam

G Horizontal M2 8

To riser of staircase

H Not exceeding 250mm wide M 72

To edges of staircase flights

J Maximum width 350mm M 24

To Collection -

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STAIRS (Contd)

STRUCTURAL STEELWORK (Contd )

STRUCTURAL STEELWORK

FABRICATED

Weldable steel; hot rolled sections; welded fabrication and bolted siteconnections

Catladder constructed of 75mm x 20mm mild steel framing; 50mmdiameter mild steel steps and welded to framing, bolted to approvedequivalent anchor bolts to concrete beam or concrete slab includingpainting with one coat metallic primer, one undercoat and two coatsgloss enamel paint all as per drawingsHQA(98)A0217/F16(PGS)/TS-1& TV-1

A Overall size 450mm x 2700mm high NO 1

METALWORK

BALUSTRADES & STAIRCASES

Mild steel in welded joints as specified

Decorative railing comprising of 50mm x 40mm timber handrail(measured separately), 20mm x 20mm x 3.2mm thick RHS top andbottom rail; both end welded to 50mm x 20mm x 3.2mm thick RHScolumn post at 584mm centres; infilled with 3.2mm x 20mm thick m.splate and12mm x 3.2mm m.s. plate; welded allmembers togetherandincluding all finish with a layer of anti-rust and two coats of glossenamel paint as specified to S.O's approval

B 1020mm High mild steel railing Type ST4 M 11

FLOOR, WALL AND CEILING FINISHINGS

STAIRCASE AREA

Insitu Finishing

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

C Riser; 165mm high M 72

D Treads; 250mm wide M 72

Plastered Work

Cement and sand (1:6) plainface plaster mixed with an approvedplasticiser as specified; steel trowelled

E 20mm Thick to sloping soffit of staircase M2 22

F 20mm Thick to soffit of landing slab M2 15

To Collection -

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STAIRS (Contd)

FLOOR, WALL AND CEILING FINISHINGS (Contd )

A 20mm Thick to sides of raking open string M 24


NEW WORK

Staircase Finishes

Emulsion paint as specified

B To soffit of landing slab M2 15

C To sloping soffit of staircase M2 22

D To sides of raking open string M 24

To Collection -

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Collection

STAIRS

B1/21 -

B1/22 -

B1/23 -


BQ / 24

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EXTERNAL WALLS AND BALUSTRADING

BRICKWORK AND BLOCKWORK

NON-LOAD BEARING SUPERSTRUCTURE

Common bricks as specified; in cement mortar (1:6)

Walls

A Half brick thick; stretcher bond M2 1876

B Half brick thick; balustrade wall 1200mm high M2 99

Concrete hollow blocks as specified; in white coloured cement mortar(1:6); stretcher bond; flush smooth pointing as work proceeds; workdesigned to be built without cutting blocks

Walls or partitions

C 115mm Thick M2 31

Damp proof course as specified; 100 laps; bedding in cement mortar(1:3); no allowance in measurement for laps

On horizontal surfaces

D 115mm Wide M 104

METALWORK

RAILING

Metalworks in stainless steel hollow section, one coat red lead primerof site

Railing

E 550mm x 600mm High decorative balustrade in welded joints (TypeST4) as per drawing HQ(98)kk(TG)1-2 NO 50

F 2500mm x 600mm High decorative balustrade in welded joints (TypeST4) as per drawing HQ(98)kk(TG)1-2 NO 4

G 3150mm x 600mm High decorative balustrade in welded joints (TypeST4) as per drawing HQ(98)kk(TG)1-2 NO 4

H 2400mm x 1200mm Highdecorative balustrade in welded joints (TypeST4) as per drawing HQ(98)KK(TG)2-1 NO 16


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WINDOWS, VENTS AND EXTERNAL DOORS

CONCRETE WORK

PRECAST CONCRETE

Precast concrete lintel

A 150mm x 225mm Precast concrete Grade 30 as specified lintel;reinforced with and including 4 nos. 12mm Diameter high tensile barsand 6mm diameter mild steel stirrups; fair finish all faces M 24

WOODWORK

COMPOSITE ITEM


Door frame and lining set; 11 no identical set

B 150mm x 50mm jambs M 46

C 150mm x 50mm heads M 16

Panelled door

D 900mm x 2100mm x 40mm thick decorative door in2 panel (Type P3)all as per drawing (framing and ironmongeries measured separately)

NO 8

Fire rated door

E 900mm x 2100mm x 40mm thick door, two hour fire-rated type,plywood facings for paint finish, with and including framing all round;ironmongeries andall manufactured to the approval of Fire Authoritiesincluding obtaining test certificate NO 1

F 1500mm x 2100mm x 40mm thick door, one hour fire-rated type,

plywood facings for paint finish, with and including framing all round;ironmongeries andall manufactured to the approval of Fire Authoritiesincluding obtaining test certificate NO 10

IRONMONGERY

Ironmongery or other equal and approved; to timber or concreteincluding providing requisite matching screws

Lockset

G 'YALE CA 5237/US32D/IL/70mm' or other approved equivalentstainless steel fire rated latch entrance lock NO 7

H 'YALE RC601/US32D/60mm/IL' or other approved equivalent passagelatch NO 9

To Collection -

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WINDOWS, VENTS AND EXTERNAL DOORS (Contd)

WOODWORK (Contd)

A 'Trex RD218/US32D/60mm/IL' or other approved equivalent death bolt NO 1

Hinges

B 100mm x 75mm x 2.0mm stainless steel butt hinges NO 33

C 125mm x 87.5mm x 2.5mm stainless steel butt hinges NO 42

Door closer/stopper

D YALE Lite 2 x SB door closer NO 14

METALWORK

DOORS

Mild Steel door frame to manufacturer's detail

E 286mm Girth; including fixed to wall and lintol M 101

Zinc coated hot-dipped galvanised steel as specified

Slidingglass andfolding door including fixed louvred door consistingofframe, top and bottom track factory glazed 6mm thick clear sheetglass, all necessary accessories and ironmongeries

F 2400mm x 2550mm high (Type P8) double leaf door NO 8

WINDOWS

Aluminium; natural anodised finish as specified

Casement

G 600mm x 600mm top hung windowType TA14 consisting of top hungpanel each size 600mm x 600mm high; coupling mullion, assembling;fixing by bolting; fixing with screws complete with matching restrainerand latch set and all necessary accessories NO 29

H 1200mm x 1800mm composite window Type TA7 consisting of 2 no.fixed panel each size 600mm x 500mm high and side hung windoweach size 600mm x 1300mm high; couplingmullion, assembling; fixingby bolting; fixing with screws complete with matching restrainer andlatch set and all necessary accessories as per drawingHQA(98)A0217/F16(PGS)/PT-1 NO 8

To Collection -

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WINDOWS, VENTS AND EXTERNAL DOORS (Contd)

METALWORK (Contd)

A 1800mm x 1800mm composite window Type TA8 consisting of 3 no.fixed panel each size 600mm x 500mm high and side hung windoweach size 600mm x 1300mm high; couplingmullion, assembling; fixingby bolting; fixing with screws complete with matching restrainer andlatch set and all necessary accessories as per drawingHQA(98)A0217/F16(PGS)/PT-1 NO 34

B 3200mm x 1800mm composite window Type TA5 consisting of 4 no.fixed panel each size 800mm x 500mm high and side hung windoweach size 800mm x 1300mm high; couplingmullion, assembling; fixingby bolting; fixing with screws complete with matching restrainer andlatch set and all necessary accessories as per drawingHQA(98)A0217/F16(PGS)/PT-1 NO 8

GLAZING


Clear glass as specified

6mm Thick to aluminium rebates with aluminium fixed glazingcompound

C 0.1m2 - 0.5m2 M2 186

6mm Thick glass fixed to aluminium frame with and including glazingstrip and silicon topping

D 0.5m2 - 1m2 M2 61


NEW WORK

Woodwork


E General surfaces of timber; 150mm - 300mm Girth M 62

F General surfaces of timber; over 300mm Girth M2 101

Metalwork

Etching primer and enamel paint as specified

G General surfaces of metal; 150mm - 300mm girth M 101

To Collection -

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Collection


B1/26 -

B1/27 -

B1/28 -


BQ / 29

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INTERNAL WALLS

BRICKWORK AND BLOCKWORK

NON-LOAD BEARING SUPERSTRUCTURE

Common bricks as specified; in cement mortar (1:3)

Walls

A Half brick thick; stretcher bond M2 1605

Damp proof course as specified; 100 laps; bedding in cement mortar(1:3); no allowance in measurement for laps

On horizontal surfaces

B 115mm Wide M 445


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INTERNAL DOORS

CONCRETE WORK

PRECAST CONCRETE

Precast concrete lintel

A 150mm x 225mm Precast concrete Grade 30 as specified lintel;reinforced with and including 4 nos. 12mm Diameter high tensile barsand 6mm diameter mild steel stirrups; fair finish all faces M 92

Precast concrete heel stones

B 150mm x 225mm x 150mmHighcast to profile ofdoor frame includingwrot formwork as specified NO 64

WOODWORK

COMPOSITE ITEM


Door frame and lining set; 18 no identical set

C 150mm x 50mm jambs M 76

D 150mm x 50mm heads M 27

Panelled door

E 900mm x 2100mm x 40mm thick decorative door in2 panel (Type P3)all as per drawing (framing and ironmongeries measuredseparately)HQA(98)A0217/F16(PGS)/PT-1 NO 16

F 1500mm x 2100mm x 40mm thick decorative door in 4 panel (TypeP1) all as per drawing (framing and ironmongeries measuredseparately)HQA(98)A0217/F16(PGS)/PT-1 NO 8

Fire rated door

G 900mm x 2100mm x 40mm thick door, two hour fire-rated type RA2,plywood facings for paint finish, with and including framing all round;manufactured to the approval of Fire Authorities including obtainingtest certificate NO 3

H 1500mm x 2100mm x 40mm thick door, one hour fire-rated typeRA1,plywood facings for paint finish, with and including framing all round;manufactured to the approval of Fire Authorities including obtainingtest certificate NO 23

PVC door

J 900mm x 2100mm thick PVC door (Type P7) complete with timber

framing all round including painting (ironmongeries measuredseparately) NO 32

To Collection -

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INTERNAL DOORS (Contd )

WOODWORK (Contd)

IRONMONGERY

Ironmongery or other equal and approved; to timber or concreteincluding providing requisite matching screws

Lockset

A 'YALE CA 5237/US32D/IL/70mm' or other approved equivalentstainless steel fire rated latch entrance lock NO 36

B 'Trex RC607/US32D/60mm/IL' or other approved equivalent entrancelock NO 16

C 'Trex RC601/US32D/60mm/IL' or other approved equivalent passagelatch NO 10

D 'Trex RD218/US32D/60mm/IL' or other approved equivalent death boltNO 10

E 'TrexRC602/US32D/60MM/IL ' or other approved equivalent bathroomlock NO 32

Hinges

F 100mm x 72mm x 2.0mm stainless steel butt hinges NO 6

G 100mm x 75mm x 2mm stainless steel butt hinges NO 176

H 100mm x 75mm x 2.0mm stainless steel butt hinges NO 48

J 125mm x 87.5mm x 2.5mm stainless steel butt hinges NO 96

Door closer/stopper

K 'Trex 527' or other approved equivalent door stopper NO 8

L YALE Lite 2 x SB door closer NO 72

METALWORK

DOORS

Mild Steel door frame to manufacturer's detail

M 286mm Girth; including fixed to wall and lintol M 290

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INTERNAL DOORS (Contd )

PAINTING AND DECORATING (Contd )


NEW WORK

Woodwork

Primer as specified before fixing

A General surfaces of timber; 150mm - 300mm Girth M 103


B General surfaces of timber; over 300mm Girth M2 55

Metalwork


C General surfaces of metal; 150mm - 300mm girth M 290

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Collection

INTERNAL DOORS

B1/31 -

B1/32 -

B1/33 -


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EXTERNAL FLOOR FINISHES


FLOOR

In situ Finishings


A 20 Thick to floor; level, falls and crossfalls and to slope notexceeding15 degrees from horizontal M2 307


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INTERNAL FLOOR FINISHES



Waterproofing membrane system as specified or other approvedequivalent laid on cement and sand (1:3) screed all accordance withmanufacturer's instruction and recommendation (measured nett-noallowance made for laps)

Coverings; 0.125mm thick layer of approved Polythene sheet asspecified

A Over 300mmwide; flat; subsequentlycovered to floor and 300mmhighto wall M 405


FLOOR

In situ Finishings


B 20mm Thick to floor; level, falls and crossfalls and to slope notexceeding 15 degrees from horizontal M2 1314

Tile, Slab and Block Finishing

Homogeneous floor tiles; 300mm x 300mm x 8.5mm as specified;bedded and jointed in cement and sand (1:3) mortar; pointing withgrout in white cement; on and including 20mm thick cement and sand(1:3) screeded bed

C Floor; level, falls and crossfalls and to slope not exceeding 15 degreesfrom horizontal M2 294

D 100mm High to skirtings; with bull nose on edge M 183

E To drop on concrete base; 50mm high M 19

F To drop on concrete base; 100mm high M 12

Ceramic floor tiles, 200mm x 200mm x 6.2mm as specified; beddedandjointed in cementmortar (1:3); pointingwith groutin white cement;on and including 20mm thick cement and sand (1:3) screeded bed

G Floor, level, falls and crossfalls and to slope not exceeding 15 degreesfrom horizontal M2 201

H 100mm High to skirtings; with bull nose on edge M 220

J To drop on concrete base; 50mm high M 7

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INTERNAL FLOOR FINISHES (Contd )

FLOOR, WALL AND CEILING FINISHINGS (Contd )

'Non slip' ceramic floor tiles, 200mm x 200mm x 8.5mm as specified;beddedand jointed in cementmortar (1:3); pointing with groutin whitecement; on andincluding20mm thick cementandsand(1:3) screededbed

A Floor, level, falls and crossfalls and to slope not exceeding 15 degreesfrom horizontal M2 103

B 100mm High to skirtings; with bull nose on edge M 190

C To drop on concrete base; 50mm high with cove mosaic M 22

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Collection

INTERNAL FLOOR FINISHES

B1/36 -

B1/37 -


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EXTERNAL CEILING FINISHES


CEILING

Ceiling Board

Suspended ceilings; Mineral Board ceiling as specified; 600mm x600mm x 12mm Thick fixed to ceiling joist and spacer (measuredseparately) and including all necessary timber beading

A Linings to ceilings; M2 357


NEW WORK

Ceiling Finishes


B On ceiling board; over 300mm girth M2 357


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INTERNAL CEILING FINISHES


CEILING

Plastering

Cement and sand (1:6) with an approved plasticiser as specified,trowelled finish to sides and soffit of beams and concrete slab

A 20mm Thick M2 589

Ceiling Board

Suspended ceilings; Mineral Board ceiling as specified; 600mm x600mm x 12mm Thick fixed to ceiling joist and spacer (measuredseparately) and including all necessary timber beading

B Linings to ceilings; M2 1455


NEW WORK

Ceiling Finishes


C On ceiling board; over 300mm girth M2 1455

D To soffit of plastered suspended slab and beams; over 300mm girth M2 589


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EXTERNAL WALL FINISHES


WALL

Plastering


A 20mm Thick work to walls on brickwork, blockwork or concrete workbase M2 1975


NEW WORK

Wall Finishes

One undercoat and two finishing coats of weathershield paint asspecified

B On plastered wall and column; over 300mm girth M2 1975

C On concrete hollow block; over 300mm girth (measured flat overall)M2 31

Metalwork


D General surfaces of metal; over 300mm girth M2 76


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INTERNAL WALL FINISHES


WALL

Plastering


A 20mm Thick work to walls on brickwork, blockwork or concrete workbase M2 4717

Tile work

Glazed ceramic wall tiles 200mmx 200mmx 6.8mmthick as specified,bedded jointed and pointed in cement mortar (1:3); in plain colour; onand including 20mm thick cement and sand (1:3) screeded backing in

B Tiled to wall M2 441


NEW WORK

Wall Finishes


C On plastered wall; over 300mm girth M2 4717


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FITTINGS AND FURNISHINGS

WOODWORK

COMPOSITE ITEM


Fittings

A Kitchen cabinet; overall size 600mm x 300mm x 850mm high kitchencabinet all as perdrawing(Type KDB12) HQA(98)A217/F16(PGS)/AL-1 NO 32

B High level wall hung utility cabinet; overall size 1500mm x 1850mmhigh(TypeKT7) cum mirror cabinetwith postforming drawer frontallasper drawing noHQA(98)A0217/F16(PGS)/PT-1 NO 24

C Highlevelwall mountedshoecabinet; overall size1050mmx 400mmx2125mm high all as per drawing noHQA(98)A0217/F16(PGS)/PT-1 NO 8

D Wardrobe; overall size 1500mm x 2100mm high,comprising of sliding

door (Type KT5) all as per drawing HQA(98)A0217/F16(PGS)/PT-1 NO 24

E Low level floor mounted cabinet; overall size 450mm x 600mm x850mm high (Type KDB14) all as per drawingno.HQA(98)A217/F16(PGS)/AL-1 NO 8

F Low level floor mounted cabinet; overall size 600mm x 600mm x850mm high (Type KDB17) all as per drawingno.HQA(98)A217/F16(PGS)/AL-1 NO 8

G Low level floor mounted cabinet; overall size 1200mm x 600mm x850mm high (Type KDB17) all as per drawingno.HQA(98)A217/F16(PGS)/AL-1 NO 8

H Low level floor mounted kitchen sink cum cabinet ; overall size1200mm x 400mm x 850mm high (Type KDB18) all as per drawing

no.HQA(98)A217/F16(PGS)/AL-1 NO 8


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SANITARY FITTINGS


SANITARY INSTALLA TION; FITTINGS

Supply and fix the following Sanitary Fittings and accessories,including jointing and connecting to services and soil and waste pipesand making good all work disturbed; internally

Basin

A Approved 500mm x 420mm vitreous wall hung wash basin completewith plastic bottle trap; waste plug and chain complete with pillar tap;bright chrome plated with metal handle including making good walltiling around NO 8

B Approved 500mm x 420mm vitreous wall hung wash basin withuniversal pedestal complete with plastic bottle trap; waste plug andchain complete with pillar tap; bright chrome plated with metal handleincluding making good wall tiling around NO 18

Water Closet

C Approved back inlet squatting water closetpan inwhite vitreous chinacomplete with integral foot treads and loose 'S' trap in vitreous china;complete with 6 litres mid level cistern (level) and lid in vitreous chinaand complete with all necessary internal fittings; bedding pan inconcrete bed and including working or making good floor and walltiling around. NO 9

D Approved close coupled washdown pedestal water closet in vitreouschina with horizontal/bottom outlet in vitreous china; 6 litres buttonactivated cistern and lid in vitreous china complete with all necessaryinternal fittings; complete with hinged seat and cover in matchingcolour; fixing pan with screws and setting pan in tiled concrete floorand including working or making good floor and wall tiling around

NO 16

Shower

E Approved ball joint (55mm) shower rose complete with brass heavyshower arm NO 24

Soap Holder

F Approved equivalent 165mm x 165mm x 95mm semi recessed soapdish in vitreous china fixed to tiled wall NO 24

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SANITARY FITTINGS (Contd)


(Contd)

Mirror

A Approved equivalent 1000mm x 600mm mirror fitting NO 26

Towel Rail

B Screw to wall complete with 915mm chrome plated bar, plastic railinsert and accessories fixing screws and plug NO 24

Tap and Hand Bidet

C Approved hand bidet set complete with flexible hose and wall bracketwith arrowline metal handle. NO 25

Floor Trap

D Approved 150mm x 150mm stainless steel floor trap NO 51

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Collection

SANITARY FITTINGS

B1/44 -

B1/45 -


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PLUMBING INSTALL ATION


COLD WATER INSTALLATION; PIPEWORK

Cold Water System; internally

Acrylonitrile Butadiene Styrene (ABS) pipes as specified

A Supply pipes and fittings, from and including first stopcock fromincoming mains to water storage tanks to sanitary appliances andscour and overflow pipes from water storage tanks, including allnecessary excavation, connections with requisite connectors to waterstorage tank and sanitary appliances, requisite pipe fittings, stopcockand requisite openings and holes in roof, floors all as per drawing No.

ITEM 1

Storage Water Tank

Fibreglass Reinforce Polyester(FRP) water tank as specifiedcompletewith all accessories and fittings of approved manufacturer to J BA

approval, hoisted and placed in position at approximately 17000mmabove ground level in accordance to manufacturer's instruction all asper drawing No.

B 2000mm x 3000mm x 1000mm High (1320 Gallon) NO 2

Suction Tank

Fibreglass Reinforce Polyester(FRP) water tank as specifiedcompletewith all accessories and fittings of approved manufacturer to J BAapproval, hoisted and placed in position at approximately 17000mmabove ground level in accordance to manufacturer's instruction all asper drawing No.

C 2000mm x 2000mm x 1000mm High (880 Gallon) NO 1

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PLUMBING INSTALLATION (Contd)


(Contd)

SANITARY INSTALLA TION PIPEWORK

Soil, Waste and Vent Pipes; internally

UPVC pipes Class C as specified

A Waste water, soil and vent pipes with and includingall requisite fittingsfrom sanitary appliances and from floor traps and outlet grating toconnecting manholes or water channel drains including all necessaryexcavation, concrete casing around pipework, connections withrequisite connectors to sanitary appliances, requisite openings,requisite to chase, in roof, floors, beams and wall, complete all as perdrawing No. it 1

TESTING

Soil , waste, vent pipes and cold water installation

Pipework

B On completion of the plumbing installation test all soil, waste, ventpipes and cold water pipingand make good any defects and leave thewhole in perfect working order to the entire satisfaction of theSuperintending Officer it 1

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Collection

PLUMBING INSTALL ATION

B1/47 -

B1/48 -


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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 -

BQ NURI

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Transcript of BQ NURI