BQ C6 Permata

Item Description Unit Quantity Rate Amount

WORK BELOW LOWEST FLOOR FINISH

EXCAVATION AND EARTHWORK

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 M3 54

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 strip foundation

B Maximum depth not exceeding 1.00m M3 1

To receive ground beams

C Maximum depth not exceeding 1.00m M3 25

FILLING

Hardcore as specified

D To make up levels not exceeding 250mm thick; average 150mm thick M2 154

E To receive strip footings M2 1

CONCRETE WORK

IN-SITU CONCRETE

Plain Concrete Grade 7 as specified; blinding screed; laid on earth or

Under strip footings

F Not exceeding 100mm thick M3 1

Under ground beam

G Not exceeding 100mm thick M3 2

Under ground floors slab

H Not exceeding 100mm thick M3 8

Reinforced Concrete Grade 30 as specified

Foundations or the likes;

J In strip footings M3 1

K In column stumps M3 3

Ground Beams or the likes;

L In ground beams M3 21

Bed and Ground Floor Slab or the likes;

In ground floor slab

M 100mm - 150mm Thick M3 23

To Collection


WORK BELOW LOWEST FLOOR FINISH (Contd)

CONCRETE WORK (Contd)

Reinforcement bars; hot rolled plain round mild steel


In strip footings

A 10mm Diameter; straight and bent KG 56

In column stumps

B 10mm Diameter; links or the likes KG 90

Ground beams or the likes;

In ground beams

C 10mm Diameter; stirrups or the likes KG 770

Reinforcement bars; hot rolled deformed high tensile steel


In column stumps

D 16mm Diameter; straight and bent KG 191

E 25mm Diameter; straight and bent KG 535

Ground beams or the likes;

In ground beams

F 16mm Diameter; straight and bent KG 561

G 20mm Diameter; straight and bent KG 1393

H 25mm Diameter; straight and bent KG 560

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

Slab or the likes

J In ground floor slab; Reference A193 M2 309

Class F1 formwork as specified

Foundations or the likes

To sides of strip footings

K 250mm - 500mm High M 2

L To sides of column stumps M2 44

Ground beams or the likes

To edges and faces ground beams

M 250mm - 500mm High M 169

WATERPROOFING AND ASPHALT WORK

DAMP PROOFING AND TANKING

Damp Proof Membrane as specified

Coverings; 1 layer of Polythene sheet as specified, 0.125mm thick; laid

N Over 300mm wide; flat; subsequently covered M2 154

To Collection


Collection

WORK BELOW LOWEST FLOOR FINISH

B1/1

B1/2

To Summary


RAMPS, APRON AND PERIMETER DRAINS

EXCAVATION AND EARTHWORK

EXCAVATION

Excavating to reduce level; to formation level; commencing from ground

A Maximum depth not exceeding 1.00m M3 23

FILLING

Hardcore as specified

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

B To receive apron slab M2 76

CONCRETE WORK

IN-SITU CONCRETE

Plain Concrete Grade 7 as specified; blinding screed; laid on earth or

Under apron slab

C Not exceeding 100mm thick M3 4


Slabs or the likes;

In apron slab

D 100mm - 150mm Thick M3 11

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

Slab or the likes

E In apron slab; Reference A193 M2 152

DRAINAGE

DRAINS

PERIMETER DRAIN

230mm insitu concrete as specified glazed ware half round perimeterdrain, cast in suitable length, finished fair on exposed surfaces, bedded,jointed and pointed in cement mortar (1:3) on and including 50mm thicksand bedding, 450mm x 100mm thick reinforced concerete bed andconcrete haunching, raised both sides with 100mm thick reinforcedconcrete wall rebated edge to receive 75mm thick reinforced concreteplank including non-woven geotextile or equivalent filter cloth, 100mmthick layer of single size 25 coarse aggregate and 100mm thick layer ofwell graded river pebbles 25 to 50 grain size and all necessaryexcavation, formwork, junctions and ends and remove surplusexcavated materials as per drawing no HQA (98) A208 / C6 (SBH)/

F Average invert not exceeding 600mm deep ( Provisional) M 71

To Summary 0


FRAME

CONCRETE WORK

IN-SITU CONCRETE


Columns or the likes;

A In columns M3 6

Beams or the likes;

B In floor beams M3 15

C In roof beams M3 13



In columns

D 10mm Diameter; links or the likes KG 490

Beams or the likes;

In floor beams

E 10mm Diameter; links or the likes KG 965

In roof beams

F 10mm Diameter; links or the likes KG 501



In columns

G 16mm Diameter; straight and bent KG 196

H 20mm Diameter; straight and bent KG 699

J 25mm Diameter; straight and bent KG 1221

Beams or the likes;

In floor beams

K 16mm Diameter; straight and bent KG 502

L 20mm Diameter; straight and bent KG 1565

M 25mm Diameter; straight and bent KG 244

In roof beams

N 16mm Diameter; straight and bent KG 511

P 20mm Diameter; straight and bent KG 750

Q 25mm Diameter; straight and bent KG 1247

To Collection 0


FRAME (Contd)



Columns or the likes

A To sides of columns M2 127

Beams or the likes

To sides and soffits of floor beams

B Horizontal M2 184

To sides and soffits of roof beams

C Horizontal M2 157

D Sloping over 15 degree from horizontal M2 8

To Collection 0


Collection

FRAME

B1/5

B1/6

To Summary 0


UPPER FLOOR

CONCRETE WORK

IN-SITU CONCRETE


Slabs or the likes;

In floor slab

A 150mm - 300mm Thick M3 2


Slabs or the likes

In floor slab

B 12mm Diameter; straight and bent KG 251


Slabs or the likes

To soffits of floor slab

C Horizontal M2 12

PRECAST CONCRETE

Notes;

The tenderer shall have deemed to have studied thedrawing/specification and visited the site to determine the extent and/ornature of pre casting, transportation, double handling, hoisting, hoistingequipments, fixing, etc. No claims will not be entertained on the groundof ignorance of extent and/or nature of such works as he is deemed to xx

If in the opinion of the tenderer, the precast panels may be cast intosmaller/bigger units, he should seek for clarification and approval fromthe S. O. All costs in connection with any amendments to the precast xx

The tenderer shall note that all unplastered surfaces to precast concreteshall be finished smooth.He shall allow for this in his prices accordingly. xx

Rates to include casting in conduits, forming chases and openings etc.for mechanical and electrical installation. It is the tenderer'sresponsibility to check the extent of this work from the Mechanical and xx

Precast concrete slab

Precast concrete ; BS 5750,reinforced at contractor's discrection; toapproval all as per drawing no.IP(S-

D 900mm x 2100mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 1

E 900mm x 3000mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 1

F 900mm x 3600mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 1

To Collection 0


UPPER FLOOR (Contd)


A 1200mm x 1500mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 1

B 1200mm x 2100mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 4

C 1200mm x 2100mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 1

D 1200mm x 2200mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 2

E 1200mm x 3000mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 2

F 1200mm x 3600mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 10

G 1200mm x 4200mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 4

H 2100mm x 1500mm x 175mm Thick reinforced with lattice girder andmain bar complete with bracket, sealer, peripheral ties and fair finished NR 1

To Collection 0


Collection

UPPER FLOOR

B1/8

B1/9

To Summary 0


ROOF

CONCRETE WORK

IN-SITU CONCRETE


Slabs or the likes;

In upper floor slab

A 100mm - 150mm Thick gutter slab including all necessary formwork and M3 4

In roof slab

B 100mm - 150mm Thick M3 4

In plinth

C 4200mm x 200mm x 450mm Thick plinth slab including all necessaryreinforcement and formwork all as per drawing NoIP(S- NO 6


Slabs or the likes

In roof slab



Slabs or the likes

To soffits of roof slab

E Horizontal M2 24

ROOFING

SLATE OR TILE ROOFING

Roofing; concrete interlocking tiles as specified; fixing every fifth coursewith two aluminium alloy nails per tile to 75mm lap; 38mm x 25mmpressure treated Group 'B' timber battens fixed with galvanised nails

Coverings

F Sloping, pitch 32 degrees M2 335

EXTRA OVER 30 degrees pitch coverings for

G Ridge tiles; bedded and jointed in cement mortar (1:3) M 26

EXTRA OVER 32 degrees pitch coverings for

H Hip tiles; bedded and jointed in cement mortar (1:3) M 50

J Fair ends; bedded and jointed in cement mortar (1:3) NO 12

Underlay

K Double sided aluminium foil insulation as specified; lapped 150mm at M2 335

To Collection 0


ROOF (Contd)

ROOFING (Contd)

Flashings; zinc sheet as specified

SHEET METAL FLASHINGS AND GUTTERS

Valley tray; zinc sheet as specified

20 Gauge linings to valley tray; fixing with zinc clips

A 600mm Girth M 38

No. 8 gauge flashings; 150mm lapped joints; fixing with matching clips

B 300mm Girth; one ends dressed over roof covering; other ends fixed to M 45

C 300mm Girth; one ends dressed over roof covering; other ends fixed to M 32

WOODWORK

CARCASSING ITEMS

Wrot pressure treated Group `B' timber as specified

Strutting

C 50mm x 50mm Timber support; including all necessary plate, bolt and M 14

D 100mm x 50mm Timber support; including all necessary plate, bolt and M 59

BOARDING AND FLOORING


Boarding to eaves, verges, fascias or the like

E 200mm thick x 20mm wide board M 150

COMPOSITE ITEM

Sawn pressure treated Group `B' timber as specified

Roof trusses

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 other xx

The proposed design shall be approved by the S.O. prior to fabricationand installation on site. The S.O. reserves the right to make anychanges/amendments to the proposed design. Any such xx

F `PATENTED' Roof trusses for pitch roof with and including all necessarysupports as indicated based on relevant drawings and as specified,overall area approximately 290m2 (measured flat on plan) includingdesign, built, supply, erection and fixing in position of trusses ITEM 1


gable end

G Fixed louvred vent including framing and finished complete overall size1000 mm x 600 mm as per Drawing No HQA(98)A208/ C6 (SBH) / BG2 NO 6

H Fixed louvred vent including framing and finished complete overall size1400 mm x 900 mm as per Drawing No HQA(98)A208/ C6 (SBH) / 7 NO 1

To Collection 0


ROOF (Contd)

WOODWORK (Contd)

PLUMBING AND MECHANICAL ENGINEERING INSTALLATIONS

RAINWATER INSTALLATION; GUTTERWORK

uPVC box gutters and fittings; push fit connector joints; gutterwork andsupports self coloured grey as specified

300 mm x 200mm; joints in the running length; supports at average

A In standard fascia brackets fixed with galvanized screws to timber M 66

RAINWATER INSTALLATION; PIPEWORK

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

100 Diameter pipework; joints in the running length

B In standard bracket including all necessary fixings fixed to wall or column M 54

100mm Diameter pipework; joints in the running length

C EXTRA OVER for swan neck NO 10

D EXTRA OVER for bend NO 20

100 pipework; joints in the running length; embedded in the concrete or

E Laid in position M 15

Sundries

Balloon grating to suit and set on top of rainwater pipe

F 100mm Diameter NO 10

PAINTING AND DECORATING

NEW WORK

Woodwork

Knot and stop, prime and enamel paint as specified

G General surfaces of timber; 150mm - 300mm Girth M 150

H On surfaces of timber frame; 150mm - 300mm girth M 73

To Collection 0


Collection

ROOF

B1/11

B1/12

B1/13

To Summary 0


STAIRS

CONCRETE WORK

IN-SITU CONCRETE


Staircase

A In steps and staircase M3 3


Staircase or the likes;

In steps and staircase

B 10mm Diameter; straight and bent KG 14


Staircase or the likes;

In steps and staircase

C 12mm Diameter; straight and bent KG 15


E 20mm Diameter; straight and bent KG 12


Staircase or the likes

To soffits of staircases

F Sloping over 15 degree from horizontal M2 6

To soffits of landing slab

G Horizontal M2 4

To sides and soffits of landing beam

H Horizontal M2 2

To riser of staircase

J Not exceeding 250mm wide M 24

To edges of landing slab

K Not exceeding 250mm wide M 11

To edges of staircase flights

L Maximum width 250mm M 11

To Collection 0


STAIRS (Contd)

METALWORK

BALUSTRADES & STAIRCASES

Mild steel in welded joints as specified

Decorative railing comprising of 50mm Diameter x 3.2mm thick mildsteel handrail (measured separately), 20mm x 20mm x 3.2mm thickRHS top and bottom rail; both end welded to 50mm x 20mm x 3.2mmthick RHS column post at 584mm centres; infilled with 3.2mm x 20mmthick m.s plate and 12mm x 3.2mm m.s. plate; welded all memberstogether and including all finish with a layer of anti-rust and two coats ofgloss enamel paint as specified to S.O's approval as per drawing no. HQ(98)KK(TG)3 3 d 3 4

A 1020mm High mild steel railing Type ST2 M 4

Handrails

B 50mm Diameter x 3.2mm thick in welded joints as per drawing No.HQA(98)A208/C6(SBH)/TG2 M 8

C EXTRA OVER for quadrant NO 1

FLOOR, WALL AND CEILING FINISHINGS

STAIRCASE AREA

Tiled Work

'Kempas' timber strip, 50mm x 10mm timber strip with and approvedadhesive on and including 20mm thick cement and sand (1:3) screeded

D Landing slab; level, falls and crossfalls and to slope not exceeding 15degrees from horizontal M2 4

E Riser; 160mm high M 24

F Tread; 260mm wide M 22

G 100mm high timber skirting on concrete base with top rounded edge M 13


NEW WORK

Staircase Finishes

Emulsion paint as specified

H To soffit of landing slab M2 4

J To sloping soffit of staircase M2 6

K To sides of raking open string M 11

L To sides and soffit of landing beams M2 2

Prepare and apply two coats varnish as specified

M On general surfaces of timber; 0mm - 150mm girth M 13

N On general surfaces of timber; over 300mm girth M2 4

To Collection 0


Collection

STAIRS

B1/15

B1/16

To Summary 0


EXTERNAL WALLS AND BALUSTRADING

CONCRETE WORK

PRECAST CONCRETE

Precast concrete; standard or stock pattern units

Decorative capping

A 75mm x 50mm Overall size approved 'GRC' capping includingnecessary painting all as per drawing no. HQ(98)KK(TG)1-4 M 14

B 250mm x 75mm Overall size approved 'GRC' capping includingnecessary painting all as per drawing no. HQ(98)KK(TG)1-4 M 3

BRICKWORK AND BLOCKWORK

LOAD BEARING SUPERSTRUCTURE

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

Walls

C Half brick thick; stretcher bond M2 264

Damp proof course as specified; 100 laps; bedding in cement mortar(1:6); no allowance in measurement for laps

On horizontal surfaces

D 115mm Wide M 68

NON-LOAD BEARING SUPERSTRUCTURE

Aerated concrete blocks as specified; in cement mortar (1:3); stretcher

Walls or partitions

E 150mm Thick M2 4

METALWORK

RAILING

Mild steel in welded joints as specified

Railing comprising of 50mm x 40mm x 3.2mm thick RHS handrail,20mm x 20mm x 3.2mm thick RHS top and bottom rail; both end weldedto 20mm x 20mm x 3.2mm thick RHS vertical post, 20mm x 3.2mm thickplates as vertical and horizontal intermediate rails welded all memberstogether and including all finish with a layer of anti-rust and two coats ofgloss enamel paint as specified to S.O's approval and as perArchitectural drawing no. HQ (98)KK(TG) 1-1, HQ (98)KK(TG) 1-3 andHQ (98)KK(TG) 1 4

F 1200mm x 1100mm high overall size mild steel railing Type ST2 NO 2

GLAZING

GLASS BLOCKS

Glass block, 190mm x 190mm x 80mm as specified, jointing in whitecoloured cement mortar (1:6); flush smooth pointing as work proceeds;work designed to be built without cutting blocks As per drawing No HQA

Walls or partitions

G 20mm Thick; finishing fair and pointing each side M2 3

To Summary 0


WINDOWS, VENTS AND EXTERNAL DOORS

CONCRETE WORK

PRECAST CONCRETE

Precast concrete lintel

A 150mm x 115mm 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 47

WOODWORK

UNFRAMED FIXING


Window beads, nosings, or the likes

B 75mm x 13mm M 11


Framework to brick walls; to receive door finish

C 150mm x 50mm hardwood frame M 11

Architrave, cover fillets or the likes

D 75mm x 15mm; splays M 224

Stops

E 50mm x 18mm M 11

COMPOSITE ITEM


Flush door

F 900mm x 2100mm x 40mm thick door (Type P4) comprising of 100mm x30mm stiles, rails; covered both sides with 4mm thick plywood, andlipped all around with twice rebated edging.As per drawing No HQA (98) NO 1

G 900mm x 2100mm x 40mm Thick door (Type P5) comprising of 100mmx 30mm top rail, 50mm x 18mm intermediate frame, 150mm x 30mmbottom rail and 100mm x 30mm side frame; 50mm x 18mm nogging,12mm thick fixed louvres size 350mm x 500mm including 20mm 40mmframing all round and 12mm beading and covered with 4mm thickplywood lining on both sides, and lipped all around with twice rebated

Q( ) ( ) ONO 1

Panelled door

H 900mm x 2100mm x 50mm thick decorative door in 8 panel (Type P3)(framing and ironmongeries measured separately) all as per drawingNoHQA (98) A208 / C6 (SBH) / PT1a NO 1

J 1500mm x 2100mm x 50mm thick decorative door in 16 panel (Type P1)(framing and ironmongeries measured separately) all as per drawingNoHQA (98) A208 / C6 (SBH) / PT1a NO 1

IRONMONGERY

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

Knobset

K 'Yale NVCA 5057-H30-US3' or approved equivalent decorative Entrance NO 1

To Collection 0


WINDOWS, VENTS AND EXTERNAL DOORS (Contd)

WOODWORK (Contd)

A 'NEMEF H30349/715/760' or approved equivalent mortise bodycomplete with KTT and lever handle NO 1

B 'TREX RC 607 - H30 - 70mm or approved equivalent SSF Knobset NO 1

C 'YALE ANSI Grade 3 CA5237-H30-70' or approved equivalent SSF NO 1

D 'TREX H30' or approved equivalent 150mm x 25mm Stainless steel NO 1

E 'TREX H30' or approved equivalent 300mm x 25mm Stainless steel NO 1

F 'YALE 373 x H30 x 374' or approved equivalent rebatted set NO 1

G 'YALE 180 degrees - H30 - Eye Viewer US3 Finish' or approved NO 1

Hinges

H 102mm x 76mm x 2.0mm 'TREX PB H30' or approved equivalent plainbearing stainless steel hinges NO 12

Door closer/stopper

J TREX H30, 38mm rubber stopper NO 5

K YALE H30, Door Guard US3 finish NO 3

METALWORK

METAL WORKS IN STEEL HOLLOW SECTION, B.S.4848; PT.2

Mild Steel Grilles

Mild steel sliding door grille comprising of 30mm x 30mm x 30mm L mildsteel angle framing; 30mm x 30mm mild steel hollow section ribanchored to wall panel all welded together complete with `Hendersonmarathonr' or equivalent sliding grille gear set and complete with flush

L 2550mm x 2100mm High; Type GP8a NO 3

Mild steel grille comprising of 12mm x 12mm x 6mm thick mild steelhollow section framing and filled with 12mm x 4mm thick plat and setdioganally all welded together equivalent lock-set all as per

M 900mm x 2100mm High; Type GP4 NO 2

N 1500mm x 2100mm High; Type GP1 NO 1

Mild steel grille comprising of 12mm x 12mm x 6mm thick mild steelhollow section framing and filled with 12mm x 4mm thick plat and setdioganally all welded together as per manufacturer's detail

P 600mm x 1.2mm High; Type GTA1 NO 1

Q 600mm x 600mm High; Type GTA14 NO 4

R 1200mm x 600mm High; Type GTA15 NO 1

S 1200mm x 1050mm High; Type GTA11 NO 1

To Collection 0



METALWORK (Contd)

A 1200mm x 1200mm High; Type GTA2 NO 4

B 1800mm x 1200mm High; Type GTA3 NO 3

C 2400mm x 1200mm High; Type GTA4 NO 1

DOORS

Mild Steel door frame to manufacturer's detail

D 320mm Girth; including fixed to wall and lintol M 112

Aluminium; natural anodised finish as specified

Sliding door consisting of frame, top and bottom track factory infilled with6mm thick float glass, weatherstrip woolpile and all necessary paintingall as per manufacturer's detail and as per drawing no.

E 2400mm x 2100mm high (Type P8a) double leaf door NO 3

WINDOWS

Aluminium; natural anodised finish as specified

Casement

F 600mm x 600mm top hung window Type TA14 consisting of top hungpanel each size 600mm x 600mm high; coupling mullion, assembling;fixing by bolting; fixing with screws complete with matching restrainer NO 4

G 1200mm x 600mm top hung window Type TA15 consisting of top hungpanel each size 600mm x 600mm high; coupling mullion, assembling;fixing by bolting; fixing with screws complete with matching restrainer NO 1

H 1200mm x 1500mm composite window Type TA11a consisting of fixlouvered panel at top and side hung window each size 600mm x950mm; coupling mullion, assembling; fixing by bolting; fixing withscrews complete with matching restrainer and latch set and all NO 1

J 1200mm x 1650mm composite window Type TA7 consisting of fixlouvered panel at top and side hung window each size 600mm x1100mm; coupling mullion, assembling; fixing by bolting; fixing withscrews complete with matching restrainer and latch set and all NO 2

K 1800mm x 1650mm composite window Type TA8 consisting of fixlouvered panel at top and side hung window each size 600mm x1100mm; coupling mullion, assembling; fixing by bolting; fixing withscrews complete with matching restrainer and latch set and all NO 1

L 1200mm x 1650mm composite window Type TA7b consisting of fixedlouvre panel at bottom and side hung window each size 600mm x1100mm; coupling mullion, assembling; fixing by bolting; fixing withscrews complete with matching restrainer and latch set and all NO 2

To Collection 0



METALWORK (Contd)

A 1800mm x 1650mm composite window Type TA8b consisting of fixedlouvre panel at bottom and side hung window each size 600mm x1100mm; coupling mullion, assembling; fixing by bolting; fixing withscrews complete with matching restrainer and latch set and all NO 2

B 600mm x 1200mm side hung window Type TA1 each size 600mm x1200mm; coupling mullion, assembling; fixing by bolting; fixing withscrews complete with matching restrainer and latch set and all NO 1

C 2400mm x 1200mm side hung window Type TA16 each size 600mm x1200mm; coupling mullion, assembling; fixing by bolting; fixing withscrews complete with matching restrainer and latch set and all NO 1

D 1200mm x 3700mm composite window consisting of 4 nos. top hungpanel each size 600mm x 900mm high and 4 nos. fix glass panel eachsize 600mm x 925mm; coupling mullion, assembling; fixing by bolting;fixing with screws complete with matching restrainer and latch set and allnecessary accessories all as per drawing no. NO 1

Supply and install complete approved louvred window complete withframe, head, sills, mullion, transome, rustproofed fixing brackets, backPVC infill strip and accessories and including hoisting , placing panelunit into position, plugging and screwing, fixing brackets to brickwork orconcrete, bedding and filling in back of frame with waterproof cementmortar (1:3) and pointing joints with sealants and fixing all in accordancet th f t ' i t ti d h d d t il d i

E Fixed louvred window overall size 600mm wide x 600mm high with andincluding approved anti-vermin netting fixed on internal face (Type TR4) NO 1

F Fixed louvred window overall size 1500mm wide x 600mm high with andincluding approved anti-vermin netting fixed on internal face (Type TR5) NO 4

GLAZING


Clear float glass as specified

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

G 0.1m2 - 0.5m2 M2 7

H 0.5m2 - 1m2 M2 20


NEW WORK

Woodwork


J On surfaces of timber frame; 0mm - 150mm girth M 224

K On surfaces of timber frame; 150mm - 300mm girth M 11

To Collection 0



PAINTING AND DECORATING (Contd)

A On surfaces of door ; over 300mm girth M2 8

Varnish as specified

B On surfaces of panel door (measured flat overall); over 300mm girth M2 10

Metalwork

Etching primer and enamel paint as specified

C Surfaces of metal door frame; over 300mm girth M2 36

To Collection 0


Collection


B1/19

B1/20

B1/21

B1/22

B1/23

To Summary 0


INTERNAL WALLS

BRICKWORK AND BLOCKWORK

LOAD BEARING SUPERSTRUCTURE

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

Walls

A Half brick thick; stretcher bond M2 222

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 32

WOODWORK

BOARDING AND FLOORING

'NEWLUX" or approved equivalent calsium silicate board cladding

Boarding to walls; shiplapped joints

C 9mm Thick vertically fixed to with and including mild steel plate, boltand nuts with finishes complete all as per drawing no. M2 17

To Summary 0


INTERNAL DOORS

CONCRETE WORK

PRECAST CONCRETE

Precast concrete lintel

A 150mm x 115mm 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 15

Precast concrete heel stones

B 150mm x 50mm x 150mm High cast to profile of door frame includingwrot formwork as specified NO 12

WOODWORK

UNFRAMED FIXING


Stops

C 50mm x 18mm M 5

Window beads, nosings, or the likes

D 75mm x 13mm M 5


Framework to brick walls; to receive door finish

E 150mm x 50mm hardwood frame M 5

Architrave, cover fillets or the likes

F 75mm x 15mm; splays M 111

COMPOSITE ITEM


Flush door

G 900mm x 2100mm x 40mm Thick door (Type P4) comprising of 100mmx 30mm top rail, 50mm x 30mm intermediate frame, 150mm x 30mmbottom rail and 100mm x 30mm side frame; covered with 4mm thickplywood lining with an approved water-proof lamination on both sides,and lipped all around with twice rebated edging all as per drawing no. NO 6

H 800mm x 2100mm x 40mm thick doors (Type P6) comprising of 50mm x30mm intermediate frame ,100mm x 30mm top rail, side frame; 150mmx 30mm bottom rails; covered both sides with 4mm thick plywood liningwith an approved water proof lamination on both sides lipped all aroundwith twice rebated edging and including mild steel frame and allnecessary fixing to brickwork or concrete as per drawing no.

Q( ) ( )NO 4

J 900mm x 2100mm x 40mm Thick door (Type P5) comprising of 100mmx 30mm top rail, 50mm x 18mm intermediate frame, 150mm x 30mmbottom rail and 100mm x 30mm side frame; 50mm x 18mm nogging,12mm thick fixed louvres size 350mm x 500mm including 20mm 40mmframing all round and 12mm beading and covered with 4mm thickplywood lining on both sides, and lipped all around with twice rebated

Q( ) ( ) ONO 1

To Collection 0


INTERNAL DOORS (Contd)

WOODWORK (Contd)

Panelled door

A 900mm x 2100mm x 50mm thick decorative door in 8 panel (Type P3)all as per drawing (framing and ironmongeries measured separately) NO 1 0

IRONMONGERY

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

Knobset

B 'NEMEF H30349/715/760' or approved equivalent mortise bodycomplete with KTT and lever handle NO 1

C 'TREX RC 607 - H30 - 70mm or approved equivalent SSF Knobset NO 6

E 'YALE ANSI Grade 3 CA5237-H30-70' or approved equivalent SSF NO 1

E 'YALE ANSI Grade 3 CA5232-H30-70' or approved equivalent SSF NO 4

F 'TREX H30 1729' or approved equivalent hat and coat hook NO 8

Hinges

G 102mm x 76mm x 2mm 'TREX PB H30' or approved equivalent plainbearing stainless steel hinges NO 24

H 102mm x 76mm x 2mm 'TREX NRH30' or approved equivalent nylonring galvanised steel hinges NO 12

Door closer/stopper

J TREX H30, 38mm rubber stopper NO 8

K YALE H30, Door Guard US3 finish NO 7

METALWORK

DOORS

Mild Steel door frame to manufacturer's detail

L 320mm Girth; including fixed to wall and lintol M 56


NEW WORK

Woodwork


M General surfaces of timber; 150mm - 300mm Girth M 5

N On surfaces of timber frame; 0mm - 150mm girth M 111

P On surfaces of door ; over 300mm girth M2 46

Metalwork

Etching primer and enamel paint as specified

Q General surfaces of metal; over 300mm girth M2 18

To Collection 0


Collection

INTERNAL DOORS

B1/26

B1/27

To Summary 0


EXTERNAL FLOOR FINISHES


FLOOR

In situ Finishings

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

A 20 Thick to apron; level, falls and crossfalls and to slope not exceeding15 degrees from horizontal; laid to fall M2 21

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 with groutin white cement; on and including 20mm thick cement and sand (1:3)

B Floor; level, falls and crossfalls and to slope not exceeding 15 degrees M2 55

C 100mm High to skirtings; with bull nose on edge M 36

Ceramic floor tiles, 200mm x 200mm x 6.8mm as specified; bedded andjointed in cement mortar (1:3); pointing with grout in white cement; onand including 20mm thick cement and sand (1:3) screeded bed

D Floor, level, falls and crossfalls and to slope not exceeding 15 degrees M2 8

E 100mm High to skirtings; with bull nose on edge M 9

Approved interlocking concrete tiles as specified with and including50mm thick sand bed as per manufacturer's instructions

F Floor; level, falls and crossfalls and to slope not exceeding 15 degrees M2 7

Accessories

Brass dividing strips; setting in bed or finishing

G 3mm x 10mm; flat section M 4

To Summary 0


INTERNAL FLOOR FINISHES


FLOOR

In situ Finishings

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

A 20 Thick to floor; level, falls and crossfalls and to slope not exceeding 15degrees from horizontal M2 2

Tile, Slab and Block Finishing


B Floor; level, falls and crossfalls and to slope not exceeding 15 degrees M2 33

C 100mm High to skirtings; with bull nose on edge M 33


D Floor; level, falls and crossfalls and to slope not exceeding 15 degrees M2 66

E 100mm High to skirtings; with bull nose on edge M 46

'Non slip' homogeneous floor tiles; 200mm x 200mm x 8.5mm asspecified; bedded and jointed in cement and sand (1:3) mortar; pointingwith grout in white cement; on and including 20mm thick cement and

F Floor; level, falls and crossfalls and to slope not exceeding 15 degrees M2 19

G 100mm High to skirtings; with bull nose on edge M 32

Ceramic floor tiles, 300mm x 300mm x 6.8mm as specified; bedded andjointed in cement mortar (1:3); pointing with grout in white cement; onand including 20mm thick cement and sand (1:3) screeded bed

H Floor, level, falls and crossfalls and to slope not exceeding 15 degrees M2 60

J 100mm High to skirtings; with bull nose on edge M 45

Hardwood timber strip; timber strip with an approved adhesive on andincluding 20mm thick cement and sand (1:3) screeded bed

K 100mm High timber skirting on concrete base with top rounded edge M 91

'Kempas' timber strip; 50mm x 10mm timber strip with an approvedadhesive on and including 20mm thick cement and sand (1:3) screeded

L Floor, level, falls and crossfalls and to slope not exceeding 15 degrees M2 102

To Collection 0


INTERNAL FLOOR FINISHES (Contd)

PAINTING AND DECORATING (Contd)


NEW WORK

Woodwork

Varnish as specified

A General surfaces of timber beading; 0mm - 150mm Girth M 91

B General surfaces of timber; over 300mm Girth M2 102

To Collection 0


Collection

INTERNAL FLOOR FINISHES

B1/30

B1/31

To Summary 0


EXTERNAL CEILING FINISHES

WOODWORK

CARCASSING ITEMS


Pitched roof members including ceiling joists

A 100mm x 50mm Ceiling Joist M 293

B 50mm x 50mm Nogging M 112


CEILING

Ceiling Board

Cement Board ceiling as specified; 600mm x 1200mm x 4.5mm Thickfixed to ceiling joist and spacer (measured separately) and including allnecessary timber beading

C Linings to ceilings M2 124

Suspended ceilings; Cement Board ceiling as specified; 600mm x1200mm x 4.5mm thick lay in grid and complete with metal framing andtee-grid channel suspension system

D Linings to ceilings; M2 8

Fibrous Plaster

Suspended ceilings; Fibrous plaster ceiling board as specified; 1200mmx 1800mm x 4.5mm thick lay in grid and complete with metal framingand tee-grid channel suspension system

E Linings to ceilings M2 20

Fibre glass reinforced concrete cornice

F 100mm x 100mm Overall size to fibrous plaster board ceiling; level,falls,falls and crossfalls and to slope not exceeding 15 degrees from M 17


NEW WORK

Ceiling Finishes

Acrylic weathershield paint as specified

G To soffits of ceiling panel M2 152

H To cornice; 150mm - 300mm girth M 17

Woodwork


J General surfaces of timber beading; 0mm - 150mm Girth M 405

To Summary 0


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 63

Ceiling Board

Suspended ceilings; Cement Board ceiling as specified; 600mm x1200mm x 4.5mm thick lay in grid and complete with metal framing andtee-grid channel suspension system

B Linings to ceilings; M2 22

Fibrous Plaster

Suspended ceilings; Fibrous plaster ceiling board as specified; 1200mmx 1800mm x 4.5mm thick lay in grid and complete with metal framingand tee-grid channel suspension system

C Linings to ceilings M2 183

D EXTRA OVER for forming 600mm x 600mm access panel and includingall necessary framing NO 1

Fibre glass reinforced concrete cornice

E 100mm x 100mm Overall size to fibrous plaster board ceiling; level,falls,falls and crossfalls and to slope not exceeding 15 degrees from M 102


NEW WORK

Ceiling Finishes


F On ceiling board; over 300mm girth M2 205

G To soffit of plastered suspended slab and beams; over 300mm girth M2 63

H On cornice; 150 - 300mm girth M 102

To Summary 0


EXTERNAL WALL FINISHES


WALL

Plastering

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

A 20mm Thick work to walls on brickwork, blockwork or concrete work M2 300

B 20mm Thick work to isolated column M2 12

C EXTRA OVER for coping 300mm girth; not exceeding 300 mm M 64

Tile work

150mm x 100mm Stack stone as specified, bedded jointed and pointedin cement mortar ( 1:3 ); on and including 20mm thick cement and sand

D Tiled to wall M2 30


NEW WORK

Wall Finishes

Acrylic weathershield paint as specified

E On plastered isolated column; over 300mm girth M2 12

F On plastered wall; 150mm - 300mm girth M 64

G On plastered wall; over 300mm girth M2 300

To Summary 0


INTERNAL WALL FINISHES


WALL

Plastering

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

A 20mm Thick work to walls on brickwork, blockwork or concrete work M2 697

Tile work

Ceramic wall tiles 200mm x 200mm as specified, bedded jointed andpointed in cement mortar (1:3); on and including 20mm thick cement

B Tiled to wall M2 84


NEW WORK

Wall Finishes


C On plastered wall; over 300mm girth M2 697

To Summary 0


FITTINGS AND FURNISHINGS

WOODWORK

COMPOSITE ITEM

Wrot pressure treated Group `C' timber as specified

Fittings

A Kitchen cabinet; overall size 450mm x 600mm x 750mm high kitchencabinet all as per drawing (Type B15) NO 2

B Kitchen cabinet; overall size 600mm x 600mm x 750mm high kitchencabinet all as per drawing (Type B12) NO 1

C Kitchen cabinet; overall size 600mm x 600mm x 2000mm high kitchencabinet all as per drawing (Type T10) NO 1

D Kitchen cabinet; overall size 900mm x 600mm x 750mm high kitchencabinet all as per drawing (Type B13) NO 2

E Kitchen sink worktop cum cabinet ; overall size 1200mm x 600mm x750mm all as per drawing (Type S18) NO 2

F High level wall hung cabinet; overall size 450mm x 300mm x 450mmhigh all as per drawing (TypeG5) NO 1

G High level wall hung cabinet; overall size 450mm x 300mm x 600mmhigh all as per drawing (TypeG1) NO 1

H High level wall hung cabinet; overall size 600mm x 300mm x 450mmhigh all as per drawing (TypeG6) NO 1

J High level wall hung cabinet; overall size 900mm x 300mm x 450mmhigh all as per drawing (TypeG7) NO 1

K High level wall hung cabinet; overall size 900mm x 300mm x 600mmhigh all as per drawing (TypeG3) NO 1

L `L' shaped cabinet; overall size 1950mm x 300mm x 450mm high as perdrawing No.HQA (98) A208 / C6 (SBH) PR 1b NO 1

M Wardrobe; overall size 450mm x 600mm x 1200mm high all as per NO 3

N Wardrobe; overall size 450mm x 600mm x 2400mm high all as per NO 4

P Wardrobe; overall size 1500mm x 600mm x 2400mm high all as perdrawing (Type BT5) NO 4

Q Wardrobe; overall size 600mm x 450mm x 2100mm high,comprising ofshelves and glass door all as per drawing (Type RT2) NO 4

R Shoes Cabinet; overall size 1050mm x 400mm x 2100mm highcomprising of shelves and fixed louvre door all as per manufacturer's NO 2

S Tv cabinet; overall size 1500mm x 450mm x 2100mm high comprising ofshelves and glass door all as per manufacturer's detail and drawing NO 2

To Summary 0


SANITARY FITTINGS


SANITARY INSTALLATION; FITTINGS

Supply and fix the following Sanitary Fittings and accessories, includingjointing and connecting to services and soil and waste pipes and makinggood all work disturbed; internally

Basin

A Approved 570mm x 4200mm vitreous china counter top vanity basincomplete with plastic bottle trap; waste plug and chain complete withpillar tap; bright chrome plated with metal handle including making good NO 2 0

B 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 wall tiling NO 2

Water Closet

C Approved back inlet squatting water closet pan in white 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 in concretebed and including working or making good floor and wall tiling around. NO 1

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 matching colour;fixing pan with screws and setting pan in tiled concrete floor and NO 3

Shower

E Approved equivalent complete with arm and hand wall flanged with stop NO 3

Soap Holder

F Approved equivalent 310mm x 160mm x 95mm semi recessed soap andsponge holder in vitreous china fixed to tiled wall NO 3

G Approved equivalent 165mm x 165mm x 95mm semi recessed soapdish in vitreous china fixed to tiled wall NO 1

Mirror

H 600mm x 1000mm x 6mm Thick approved bevelled edge plate glasscomplete with 4mm thick waterproof plywood backing and fixed withchromium plated dome headed fixing screws and cork washers NO 4

Toilet Roll Holder

J Approved equivalent 165mm x 165mm x 95mm semi recessed toilet rollholder in vitreous china complete with plastic roller NO 4

Towel Rail

K Screw to wall complete with 600mm x 125mm chrome plated bar, plasticrail insert and accessories fixing screws and plug NO 4

To Collection 0


SANITARY FITTINGS (Contd)


Tap and Hand Bidet

A Approved 12mm diameter booster bib tap; bright crome plated witharrowline metal handle. NO 2

B Approved hand bidet set complete with flexible hose and wall bracketwith arrowline metal handle. NO 4

Water Trough

C Approved 558.8mm x 736.6mm (25 gallons) precast terrazo water tub. NO 1

Floor Trap

D Approved floor trap with cover NO 5

BUILDER'S WORK

Stool

Plain Concrete Grade 30 as specified

E 150mm - 300mm thick M3 1

Class F1 formwork as specified to edge of

F Not exceeding 250mm high M 2

TESTING

Sanitary Installation

Pipework and Fittings

G On completion of the plumbing installation test all appliances, pipe andfittings, make good any defects and leave the whole in perfect workingorder to the approval of the Superintending Officer. IT 1

To Collection 0


Collection

SANITARY FITTINGS

B1/38

B1/39

To Summary 0


PLUMBING INSTALLATION


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 and scourand overflow pipes from water storage tanks, including all necessaryexcavation, connections with requisite connectors to water storage tankand sanitary appliances, requisite pipe fittings, stopcock and requisite IT 1

Storage Water Tank

Fibreglass Reinforce Polyester (FRP) water tank as specified completewith all accessories and fittings of approved manufacturer to JBAapproval, hoisted and placed in position at approximately 6500mmabove ground level in accordance to manufacturer's instruction all as

B 3000mm x 2000mm x 1000mm High (880 Gallon) NO 1

SANITARY INSTALLATION PIPEWORK

Soil, Waste and Vent Pipes; internally

UPVC pipes Class B.S 466 as specified

C Waste water, soil and vent pipes with and including all 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 with requisiteconnectors to sanitary appliances, requisite openings, requisite toh i f fl b d ll l t ll d i N

IT 1

TESTING

Soil , waste, vent pipes and cold water installation

Pipework

D On completion of the plumbing installation test all soil, waste, vent pipesand cold water piping and make good any defects and leave the wholein perfect working order to the entire satisfaction of the Superintending it 1

To Summary 0


: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

To Main Summary 0

Documents

BQ C6 Permata