sample-bq 1

CADANGAN MEREKABENTUK DAN MEMBINA KLINIK DESA NARANDANG, KUDAT, SABAHSECARA RUNDINGAN TERUS 'DESIGN AND BUILD'

JB BERGABUNG B/IIIA/1 KDNK

Item Description Qty Unit Rate Amount

4-STOREY STAFF QUARTERS (Rumah Kakitangan)

SUMMARY

Page No

B/IIIA/5 Substructure 37,850.03

B/IIIA/8 Frame 41,485.60

B/IIIA//7 Upper Floor Slab 22,929.95

B/IIIA/10 Roof

B/IIIA/15 Staircase, Finishes and Balustrading

B/IIIA/18 Wall

B/IIIA/22 Window

B/IIIA/26 Door

B/IIIA/29 Floor Finishes

B/IIIA/30 Wall Finishes

B/IIIA/31 Ceiling Finishes

B/IIIA/34 Plumbing & Sanitary Installation B/IIIA/35 Sundries

CADANGAN MEREKABENTUK DAN MEMBINA KLINIK DESA NARANDANG, KUDAT, SABAHSECARA RUNDINGAN TERUS 'DESIGN AND BUILD'



TO FINAL SUMMARY: 102,265.58

CADANGAN MEREKABENTUK DAN MEMBINA KLINIK DESA NARANDANG,

KUDAT, SABAH SECARA RUNDINGAN TERUS 'DESIGN AND BUILD'



BILL NO. 3A

4-STOREY STAFF QUARTER (Rumah Kakitangan)

EXCAVATION WORKS

SUB-STRUCTURE

Excavating surfaces to reduce levels, trim,levels, grade and compact bottom of excavationand get out and remove excavated material toContractor's own dump

A 500mm deep ground slabs 131 m2 1.45 189.95

B 300mm deep apron slabs 47 m2 1.45 68.15

Excavation, trim, level, grade and compactbottom of excavation and get out, part return andremove surplus excavated material to Contractor's own dump including all shoring and strutting in:-

C Pile caps; not exceeding 1.50m deep 75 m3 8.40 630.00

D Ditto; exceeding 1.50m but not exceeding 3.00m deep 4 m3 12.87 51.48

Excavate trench and get out, part return, fill inand ram and remove to Contractor's own dump in:-

E Ground beam; not exceeding 1.50m deep 12 m3 8.40 100.80

Bed of hardcore consisting of hard drybroken bricks or stones, spread or levelled,well consolidated, watered and well blindedwith sand in:-

F 300mm thick under ground slab 38 m2 3.30 125.40

G 150mm thick under apron slab 35 m2 3.30 115.50

CONCRETE WORKS

50mm thick lean concrete (Grade 15) as described:-

H Under pile caps 72 m2 12.10 871.20

I Under ground beams 18 m2 12.10 217.80

J Under ground slabs 113 m2 12.10 1,367.30

K Under apron slabs 47 m2 12.10 568.70





BILL NO. 3A


TO COLLECTION: 4,306.28





BILL NO. 3A


SUB-STRUCTURE (cont'd)

CONCRETE WORK (cont'd)

A Pile caps 34 m3 285.00 9,690.00

B Column Stumps 2 m3 285.00 570.00

C Ground beams 11 m3 285.00 3,135.00

D 125mm thick ground slabs 82 m2 34.20 2,804.40

E 150mm thick ground slabs 51 m2 39.90 2,034.90

G 113mm thick apron slabs 46 m2 28.50 1,311.00

H Thickening to beds; including extra excavation, hardcore , blinding, 41 m 40.00 1,640.00 formwork, and reinforced average width of 175mm wide and

200mm deep

Sawn formwork as described to:

I Pile caps 59 m2 24.00 1,416.00

J Column stump 24 m2 24.00 576.00

K Sides of ground beams 95 m2 24.00 2,280.00

L Edges of ground slab; not exceeding 250mm deep 50 m 2.30 115.00

M Edges of apron slab; not exceeding 250mm deep 41 m 2.30 94.30

"Sisalthene" or other equal and approved sheet dampproof membrane laid on ground slab and beam andwell lapped at joints ( measured nett- no allowancemade for slab)

N Under ground slabs 113 m2 2.15 242.95

Vibrated reinforced concrete (grade 30) as described filled into formwork and well packed around rod or fabric reinforcement (formwork and reinforcement measured separately) in:-





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High tensile steel rod reinforcement as described:-

10mm diameter in;

A pile caps 93 Kg 1.90 176.70

B suspended ground slabs 801 Kg 1.90 1,521.90

C apron slabs Kg 1.90 -

12mm diameter in;

D pile caps 85 Kg 1.90 161.50

E non-suspended ground slabs 170 Kg 1.90 323.00

16mm diameter in;

F pile caps 344 Kg 1.90 653.60

G column stumps 472 Kg 1.90 896.80

H ground beams 549 Kg 1.90 1,043.10

20mm diameter in;

I pile caps 237 Kg 1.90 450.30

J ground beams 81 Kg 1.90 153.90

25mm diameter in;

K pile caps 611 Kg 1.90 1,160.90

L ground beams 50 Kg 1.90 95.00

M Double layer of BRC No. A10 mesh reinforcement in non- suspendedground floor slabs (measured nett-no allowance for laps) 93 m2 -

N Single layer of BRC No. A7 mesh reinforcement in apron slabs(measured nett-no allowance for laps) 47 m2 -





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Mild steel rod reinforcement as described:-

8mm diameter in;

A column stumps 61 Kg 1.90 115.90

B ground beams 195 Kg 1.90 370.50

C non-suspended ground slabs 252 Kg 1.90

10mm diameter in;

D apron slabs 269 Kg 1.90 511.10





BILL NO. 3A


TO COLLECTION: 997.50





BILL NO. 3A


SUB-STRUCTURE

COLLECTION

Page No

B/IIIA//1 4,306.28

B/IIIA//2 25,909.55

B/IIIA//3 6,636.70

B/IIIA//4 997.50

SUB-STRUCTURE





BILL NO. 3A

4-STOREY STAFF QUARTER (Rumah Kakitangan)Carried to Summary: 37,850.03





BILL NO. 3A


FRAME

CONCRETE WORKS

A Columns 15 m3 285.00 4,275.00

B Suspended floor beams 31 m3 285.00 8,835.00

C Roof beams 10 m3 285.00 2,850.00


D Sides of columns 205 m2 24.00 4,920.00

E Sides and soffits of floor beams 268 m2 24.00 6,432.00

F Sides and soffits of roof beams 82 m2 24.00 1,968.00

High tensile rod reinforcement as described:

16mm diameter in;

G column 1,966 Kg 1.90 3,735.40

H suspended floor beam 1,880 Kg 1.90 3,572.00

roof beam 656 Kg 1.90 1,246.40

20mm diameter in;

I suspended floor beam 539 Kg 1.90 1,024.10

J roof beam 28 Kg 1.90 53.20

25mm diameter in;

K suspended floor beam 349 Kg 1.90 663.10

L roof beam 162 Kg 1.90 307.80


Vibrated reinforced concrete grade 30 as described filled into formwork and well packed around rod or fabric reinforcement (formwork and reinforcement measured separately) in:-





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FRAME

CONCRETE WORKS (cont'd)

Mild steel rod reinforcement as described:-

8mm diameter in;

A column 485 Kg 1.90 921.50

B suspended floor beams 668 Kg 1.90 1,269.20

C roof beam 202 Kg 1.90 383.80





BILL NO. 3A

4-STOREY STAFF QUARTER (Rumah Kakitangan)TO COLLECTION: 2,574.50





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FRAME

COLLECTION

Page No

B/IIIA//6 38,911.10

B/IIIA//7 2,574.50

FRAME





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BILL NO. 3A


UPPER FLOOR SLAB

CONCRETE WORKS

A 125mm thick suspended floor slabs 239 m2 34.20 8,173.80

B 150mm thick ditto 121 m2 42.75 5,172.75


C Soffits of suspended slabs including strutting not exceeding 94 m2 24.00 2,256.00 3.50m high

D Edges of slabs; not exceeding 250mm deep 50 m 2.30 115.00

High tensile rod reinforcement as described in:

E 10mm diameter in;

upper floor slab 3,796 Kg 1.90 7,212.40

UPPER FLOOR SLAB






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ROOF

ROOF STRUCTURE

Sawn pressure-treated Grade "B'' hardwoodtimber as described, sizes given are finished sizes unless otherwise specified:-

J 150mm x 50mm rafter m 12.00 -

K 150mm x 50mm hip rafter m 12.00 -

L 150mm x 50mm valley rafter m 12.00 -

M 100mm x 50mm purlin m 5.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


ROOF (Cont'd)

ROOF FINISHES

Selected Metal Deck Colorbond Roofing sheets

and all accessories and fixing to roofing members,

fasteners, all in accordance to manufacturer's

instructions:-

A Roof m2 30.00 -

B Overhang half roof m2 30.00 -

C Ridge capping overall 485mm girth m 25.00 -

D Hip capping m 25.00 -

E valley gutter 485mm girth m 25.00 -

F Supply and lay approved double sided sisalation m2 5.95 - foil laid over rafter well lapped at joints

G One layer of approved rockwool complete with m2 8.25 -

chicken wire mesh fixed on top of roof trusses

H Zincalume fascia complete with painting m 30.00 -

FLASHINGS, GUTTERS AND SUNDRIES

Approved 24 Gauge galvanised iron flashingand fixing as described ( measured nett -no allowance made for laps)

I 150mm girth; curved m 35.00 -

Approved 24 Gauge galvanized iron guttercomplete with holding down fastener andaccessories all in accordance with themanufacturer's instructions (measured nett - noallowance made for laps):-

J 150mm x 150mm G.I gutter complete with mild steel m 45.00 - bracket

RAINWATER DOWN PIPE

Approved UPVC rainwater down pipe completewith holding down strap complying all tomanufacturer's specification and instruction:-

K 100mm Diameter pipe fixed under gutter m 35.00 -

L 100mm Diameter extra for bend No 35.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


ROOF (Cont'd)

COLLECTION

Page No

B/IIIA//8 -

B/IIIA//9 -

ROOF

Carried To Summary: -





BILL NO. 3A






BILL NO. 3A


STAIRCASE, FINISHES AND BALUSTRADING

CONCRETE WORKS

A Landing beams m3 285.00 -

B Staircase and steps m3 285.00 -

C 100mm thick landing slabs m2 28.50 -


Soffit of Landing slabs including strutting not exceeding m2 24.00 - 3.50m high

E Sloping soffit of staircase including strutting not m2 24.00 - exceeding 3.50m high

F Sides and soffit of beams including strutting not m2 24.00 - exceeding 3.50m high

G Undercut raiser exceeding 100mm but not exceeding m 4.00 -

200mm high

H 275mm wide extreme raking side of stair, to profile of m 7.00 - tread and raiser

I Edges and breaks in beds, floors and walls; exceeding m 4.00 - 100mm but not exceeding 200mm high

TO COLLECTION: -






BILL NO. 3A

4-STOREY STAFF QUARTER (Rumah Kakitangan)TO COLLECTION:





BILL NO. 3A


STAIRCASE, FINISHES AND BALUSTRADING ( cont'd )

Mild steel rod reinforcement as described :

A 10mm diameter rod as links in landing beams Kg 1.90 -

High tensile rod reinforcement as described :

Staircase and steps

B 10mm diameter Kg 1.90 -

C 12mm diameter Kg 1.90 -

Landing Beams

D 12mm diameter Kg 1.90 -

E 16mm diameter Kg 1.90 -

F 20mm diameter Kg 1.90 -

Landing slabs

G 16mm diameter Kg 1.90 -

20mm Thick cement and sand ( 1:3 ) asdescribed paving towelled smooth to:-

H Landing slab m2 10.00 -

I 178mm high raiser m 2.50 -

J 255m wide tread m 2.95 -

K 150mm long x 75mm wide vitreous bullnosed non slip m 17.00 - nosing tiles

13mm Thick cement and sand ( 1:6 ) as described plastering finished with a steel trowel

L Soffit of landing slabs not exceeding 3500mm high m2 10.00 - above floor





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A



13mm Thick cement and sand ( 1:6 ) asdescribed plastering finished with a steel trowel (cont'd )

A Sloping soffits of staircase not exceeding 3500mm m2 15.00 - high above floor

B Sides and soffits of beams not exceeding 3500mm m2 15.00 - high above floor

C 275mm wide raking sides of staircase, to profile of m 3.21 - tread and raiser

D To edges and breaks in beds, floors and walls m 3.20 -

exceeding 100mm but not exceeding 200mm high

Prepare and apply one coat of alkali-resistingprimer and two coats of emulsion paint ( in twotones ) as described to:

E Soffit of landing m2 4.00 -

F Sloping soffit of staircase m2 4.00 -

G Sides and soffit of beam and slab m2 4.00 -

H Raking sides of staircase; 275mm wide extreme m2 6.00 -

I Edge of concrete exceeding 100mm but notexceeding 200mm high m 1.50 -

The following in 1230mm high balustrading tostaircase, all cut, welded and frame togetherand fixing in position including all shop and sitework sand filling smooth welded junction

J 50mm x 25mm steel hollow section handrails m 50.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A



The following in 1230mm high balustrading tostaircase, all cut, welded and frame togetherand fixing in position including all shop and sitework sand filling welded junction ( cont'd )

A 50mm x 6mm thick plate intermediate rails m 40.00 -

Balusters; 1230mm high with top end welded tohandrail and bottom end welded to and including10mm diameter u-shaped mild steel rod asdescribed and cast into concrete includinggrouting with cement and sand (1:1)

B 25mm diameter No 32.50 -

C 20mm diameter No 39.00 -

(End of 1230mm High Balustrading)

Preparing: Priming; applying one undercoat;two finishing coat of synthetic enamel paint onsteelwork

D 50mm x 25mm handrails m 2.50 -

E 50mm x 6mm intermediate rails m 2.50 -

F 25mm diameter baluster m 2.50 -

G 20mm diameter ditto m 2.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


STAIRS, FINISHES AND BALUSTRADING

COLLECTION

Page No

B/IIIA//11 -

B/IIIA//12 -

B/IIIA//13 -

B/IIIA//14 -

STAIRS, FINISHES AND BALUSTRADING





BILL NO. 3A

4-STOREY STAFF QUARTER (Rumah Kakitangan)Carried To Summary: -





BILL NO. 3A


WALL

Common clay brick in cement mortar (1:6) with

plasticiser reinforced with and including

57mm wide x 22gauge approved steel fabric

reinforcement as described at every fourth

course, well lapped as described:-

A 114mm thick m2 33.00 -

B 100mm thick m2 30.00 -

Approved bitumen damp proof course complyingwith BS 743 and weighing not less than 3.79 kgPer meter square in one layer well lapped atjoints and laid on and including 19mm of cementmortar (1:3) and coated on upper surfaces withbitumen (measured nett- no allowance made forlaps):-

D 114mm wide m 9.50 -

E 100mm wide m 9.50 -

Mild steel bonding tiles as described 450mmgirth one end cast into concrete and other endcasting to concrete and other end build intobrickwall including forming perforation informwork

F 6mm Diameter No 3.25 -

INTERNAL

Common clay brick in cement mortar (1:6) withplasticiser reinforced with and including57mm wide x 22gauge approved steel fabricreinforcement as described at every fourthcourse, well lapped as described:-

G 114mm thick m2 33.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


WALL (cont'd)

INTERNAL ( cont'd )

Common clay brick in cement mortar (1:6) withplasticiser reinforced with and including57mm wide x 22gauge approved steel fabricreinforcement as described at every fourthcourse, well lapped as described:-

A 100mm thick M2 30.00 -

Approved bitumen damp proof coursecomplying with BS 743 and weighing not lessthan 3.79 kg per meter square in one layer welllapped at joints and laid on and including 19mmof cement mortar ( 1:3 ) and coated on uppersurfaces with bitumen ( measurednett-no allowance made for laps)

B 114mm wide m 9.90 -

C 100mm wide m 9.90 -

Mild steel bonding ties as described 450mm girthone end cast into concrete and the other endbuilt into brickwall including forming perforationin formwork

D 6mm Diameter No 2.50 -





BILL NO. 3A


TO COLLECTION: -





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WALL

COLLECTION

Page No

B/IIIA//16 -

B/IIIA//17 -

WALL





BILL NO. 3A


Carried to Summary: -





BILL NO. 3A


WINDOW

PRECAST CONCRETE WORK

Precast concrete ( Grade 20 ) lintol as describedreinforced with and including 2 No 10mmdiametermild steel rods and 6mm diameter mild steelstirrups at 150mm centres all and including allmoulds, finishing fair on exposed faces andpointing in cement mortar ( 1:3 ):

A 110mm x150mm m 36.00 -

ADJUSTABLE LOUVERED WINDOW

Wrot pressure treated Grade B timber asdescribed in:

B Overall size 450mm x 1650mm high Adjustable louvers No 286.00 - window with fixed clear glass window ( Type W2/ AC )

C Overall size 600mm x 600mm high ditto (Type W4/CAN ) No 142.00 -

D Overall size 600mm x 1200mm high ditto (Type W5/CAN ) No 286.00 -

E Overall size 1200mm x 1650mm high adjustable No 441.00 - louvers windows comprising of 2 equal panels withfixed clear glass louvers window ( Type W2/CAN )

F Overall size 1650 x 1650mm high ditto ( Type W3/ CAN ) No 882.00 -

G Overall size 900mmx 1650mm high ditto ( Type W6/AC ) No 473.00 -

H Overall size 1650mm x 600mm high adjustable louvers No 300.00 - window comprising of 3 equal panels with fixed clearglass louvers window ( Type W5 /AC)

I Overall size 1650mm x 1650 high ditto ( Type W4/ AC ) No 882.00 -

J Overall size 2550mm x 1650mm high adjustable No 1,046.00 - louvers window comprising of 4 equal panels with andincluding fixed clear louvers window ( Type W1/AC )

K Overall size 2550mm x 600mm high ditto ( Type W3/AC ) No 551.00 -

L Overall size 2550mm x 600mm high ditto ( Type W3a/AC ) No 551.00 -

M Overall size 2550mm x 1650mm high ditto ( Type W1a/AC) No 882.00 -

N Overall size 2550mm x 1650mm high ditto ( Type W1/CAN) No 882.00 -





BILL NO. 3A


TO COLLECTION: -

WINDOW (Cont'd)

ADJUSTABLE LOUVERED WINDOW

Wrot pressure treated Grade B timber asdescribed in:(Cont'd)

A Overall size 2550mm x 1650mm high ditto ( Type W1b/AC) No 882.00 -

B Overall size 2550mm x 1650mm high ditto ( Type W1c/AC) No 882.00 -

C Overall size 2550mm x 600mm high ditto ( Type W3b/AC ) No 551.00 -

D Overall size 1650mm x 600mm high ditto ( Type W5a/AC ) No 300.00 -

E Overall size 600mm x 600mm high ditto ( Type W7/AC ) No 108.00 -

6mm thick fixed clear glass panel with timberframe

F Overall size 6360mm x 2020mm high ( Type CS/1 ) No 1,500.00 -

G Overall size 6080mm x 1130mm high ( Type CS/2 ) No 800.00 -

ALUMINIUM

Supply and fixed complete in position thefollowing natural anodised finished aluminiumsliding doors complete with frames, floorhinges, sliding tracks, locks, concealed top andbottom bolts, handle, glazing beads, weatherstrips, gaskets and all other ironmongeries andaccessories including building in or cutting andpinning legs, bedding frames in cement mortar ( 1:3 ) and pointing in silicone sealant :

H overall size 2550mm x 1650mm high ( Type W1/A ) No 652.00 -

I overall size 2550mm x 1650mm high ( Type W1a/A ) No 652.00 -

J overall size 2550mm x 1650mm high ( Type W1b/A ) No 652.00 -

K overall size 2550mm x 1650mm high ( Type W1d/A ) No 652.00 -





BILL NO. 3A


TO COLLECTION: -

WINDOW (Cont'd)

ALUMINIUM (Cont'd)

Supply and fixed complete in position thefollowing natural anodised finished aluminiumsliding doors complete with frames, floorhinges, sliding tracks, locks, concealed top andbottom bolts, handle, glazing beads, weatherstrips, gaskets and all other ironmongeries andaccessories including building in or cutting andpinning legs, bedding frames in cement mortar ( 1:3 ) and pointing in silicone sealant :

A overall size 450mm x 1650mm high ( Type W2/ A ) No 179.00 -

B overall size 1650mm x 1650mm high ( Type W4/ A ) No 422.00 -

C overall size 900mm x 1650mm high ( Type W6/ A ) No 228.00 -

D overall size 2550mm x 600mm high ( Type W3/ A ) No 234.00 -

E 25mm x 25mm mild steel curtain railing including all m 18.90 - cutting, jointing, fitting and bolted to concrete andincluding painting with one coat of enamel paint to allmetal surfaces

To supply and fix security grill to windows asspecified:-

F Overall size 2550mm x 1700mm high (W1/A) No 441.00 -

G Overall size 2550mm x 1700mm high (W1a/A) No 441.00 -

H overall size 2550mm x 1700mm high ( Type W1b/A ) No 441.00 -

I overall size 2550mm x 1700mm high ( Type W1d/A ) No 441.00 -

J overall size 450mm x 1650mm high ( Type W2/ A ) No 81.00 -

K overall size 1650mm x 1650mm high ( Type W4/ A ) No 276.00 -

L overall size 900mm x 1650mm high ( Type W6/ A ) No 178.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


WINDOW

COLLECTION

Page No

B/IIIA//19 -

B/IIIA//20 -

B/IIIA//21 -

WINDOW





BILL NO. 3A

4-STOREY STAFF QUARTER (Rumah Kakitangan)Carried to Summary: -





BILL NO. 3A


DOOR

PRECAST CONCRETE WORK

Precast concrete ( Grade 20 ) as describedincluding all moulds, finishing fair on exposed faces and hoisting, fixing, bedding, jointing andpointing in cement mortar ( 1:3 ) :

A 110mm x 150mm Lintol reinforced with and including 2 m 36.00 - No 10mmdiameter mild steel rods and 6mm diametermild steel stirrups at 150mm centres

B 150mm x 50mm x 100mm high heelstone, moulded to No 4.00 - profile of frame including 9mmdiameter 9mm diametermild steel dowel 250mm long, one end cast in concreteand the other end slotted into holes formed in timberframe

TIMBER DOORS

6mm thk waterproof plywood faced on 32mm thksolid core timber door with fan light abovecomprising with 1500mm x 600mm high fixed glasspanel and hanging on butts including necessaryironmongery

C to suit opening 1500m x 2550mm high overall (Type D1a/AC) No 551.00 -

6mm thk playwood lining bothsided on 32mm thksolid core timber door fan light above comprisingwith 600mm x 900mm ditto

D to suit opening 900mm x 2550mm high overall (Type D2a/AC) No. 551.00 -

6mm thk plywood lining bothsided on 32mm thksolid core timber door with 6mm thk clear glasspanel strip and fan above comprising with 600mm x

900mm ditto

E to suit opening 900mm x 2700mm high overall (Type D2b/AC) No. 582.00 -





BILL NO. 3A


TO COLLECTION: -

DOOR (cont'd)

6mm thk waterproof plywood lining on 32mm thk.Solid core timber door and 6mm thk clear glass louvres above with 16mm burglarproof round barsand hanging on butts including necessaryironmongery

A to suit opening 1500m x 2550mm high overall (Type D1/AC) No 917.00 -

B Ditto (Type D1/CAN) No 917.00 -

6mm thk waterproof plywood lining on 32mm thk.Solid core timber door and 6mm thk clear glass louvres above with 16mm burglarproof round barsand hanging on butts including necessaryironmongery

C to suit opening 900mm x 2550mm high overall (Type D2/AC) No. 605.00 -

D Ditto (Type D2/CAN) No. 605.00 -

Timber frame 6mm thk clear glass panel with fixed timber

louvred door and 6mm thk clear glass above comprising

with 1200mm x 600mm high fixed glass panel and hanging

on butts including necessary ironmongery

E to suit opening 1200mm x 2550mm high overall (Type D2/AC) No. 733.00 -

PVC Door

Supply and install complete in position all tomanufacturer's instructions including ironmongery

F overall size 750mm x 2600mm high ( Type D3/AC) No 275.00 -

G overall size 750mm x 2600mm high ( Type D4/CAN) No 275.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


DOOR (cont'd)

FIRE-RATED DOORS (cont'd)

A Approved double leaf one hour fire-rated door, including No 992.00 - hardwood frames and all accessories to suit opening900mm x 2060mm high overall (TypeFD1/AC)

- B Approved double leaf one hour fire-rated door, including

hardwood frames and all accessories to suit opening900mm x 1030mm high overall (TypeFD/AC) No 495.00 -

SLIDING AND FOLDING PARTITION

C Supply and install 7250 x 2650mm high sliding and No 9,922.00 - folding door partition comprising 10 full leaves, each leaf6500mm x2510mm high hung on butt hinges includingtop and bottom set sliding and folding door gear,complete with tracks channels brackets roller guides,hanger and all necessary butt hinges, flush bolts andflushfull all as recommended by manufacture (D4/AC)

ROLLER SHUTTER

Approved aluminium rolled shutter, manually operatedcomplete with rolled drum, fascia box, removablemullions, side guides, locks and catch, brackets andall other ironmongery and accessories includingbuilding in on cutting and pinning lugs, bedding andpainting guides in water proofed cement and sandmortar (1:3)

D to suit opening size 2300mm x 12450mm high No 9,000.00 -

Supply and fix Security Grill

To supply and fix security grill to door asspecified:-

E Overall size 1500mm x 2700mm high (D1a/AC) No 385.00 -

F Overall size 900mm x 2700mm high (D2b/AC) No 198.00 -

G Overall size 900mm x 2700mm high (D2a/AC) No 198.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


DOOR

COLLECTION

Page No

B/IIIA//24 -

B/IIIA//25 -

B/IIIA//26 -

DOOR





BILL NO. 3A






BILL NO. 3A


FLOOR FINISHES

20mm Thick cement and sand (1:3) as describedpaving trowelled smooth to:-

A Apron m2 10.00 -

B Floors m2 10.00 -

20mm Thick cement and sand (1:3) as describedscreed to receive tiling (measured separately):-

C Floor m2 10.00 -

Supply and lay 300mm x 300mm homogenoustiles; on and including cement and sand (1:3) bedsand backing to overall to overall 30mm thick;grouting and pointing with white cement to:-

D Floors m2 67.00 -

Supply and lay 200mm x 200mm homogenoustiles; on and including cement and sand (1:3) bedsand backing to overall to overall 30mm thick;grouting and pointing with white cement to:-

E Floors m2 67.00 -

Supply and lay medium duty carpet loop pile orother equivalent of approved manufacturer,design, pattern and including felt underlay to:-

F Floors m2 50.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


FLOOR FINISHES (cont'd)

Wrot pressure treated Grade B timber fixed onand including 20mm x 50mm sawn ground,plugged including varnishing as described:-

A 20mm x 100mm high skirting with rounded top m 15.00 -





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


FLOOR FINISHES

COLLECTION

Page No

B/IIIA//25 -

B/IIIA//26 -

FLOOR FINISHES





BILL NO. 3A






BILL NO. 3A


WALL FINISHES

EXTERNAL

20mm Thick cement and sand ( 1:6 ) as describedplastering finished with a wood float:

A walls and columns m2 10.00 -

Prepare and supply apply three coats of"NIPPON" weather resistant paint strictly tomanufacturer' s instructions

B walls and columns m2 5.50 -

INTERNAL

20mm Thick cement and sand ( 1:6 ) as describedplastering finished with a wood float:

C Walls and columns m2 10.00 -

20mm Thick cement and sand ( 1:3 ) as describedbacking to receive tiling ( measured separately )

D Walls and columns m2 10.00 -

Supply and lay white glazed wall tiles ofapproved manufacture. Design, pattern andcolour laid on backing screed ( measuredseparately )

E 150mm x 150mm x 6.5mm Thick to walls and columns m2 60.00 -

Prepare and supply one coat of alkali-resistingprimer and two coats of emulsion paint ( in twotones ) as described to:

F Plastered surfaces m2 4.00 -





BILL NO. 3A


Carried to Summary: -





BILL NO. 3A


CEILING FINISHES

13mm Thick cement and sand ( 1:6 ) as describedplastering finished with a steel trowel

A Side and soffit of beams m2 10.00 -

UAC-Superflex' or other equal and approvedasbestos-free ceiling sheet lining as describedbut jointed and set out symmetrically in 1200mmx 600mm panels and fixed to timber framed

B 3.2mm thick general surfaces m2 22.00 -

C Ditto overhang half roof m2 22.00 -

Prepare and apply "Nippon" of two coat emulsionpaint as described to:

D Side and soffit of plastered beam and slab m2 4.00 -

E UAC-Superflex' sheet ceiling with bedding surfaces m2 4.00 -

F overhang half roof m2 4.00 -

G 600mm x 600mm x 9mm thick approximately 900mm height coil Sound No.1 acoustic mosaic gypsum board or other equal and approved withbevelled edge and set join in ceiling, set out symmetrically in approved pattern, fix to and including45mm x 25mm main ' T ' Aluminium with 600mmcentres bothways m2 120.00 -





BILL NO. 3A






BILL NO. 3A


PLUMBING & SANITARY INSTALLATION

SANITARY INSTALLATION

Supply and fix the following sanitary fittings andaccessories including storing, assembling,bedding, plugging and screwing with matchingscrews, cutting and pinning or building in brackets,jointing and connecting to services and to soil andwaste pipes and making good all works disturbed:-

A 12mm Diameter bib tap No 35.00 -

B Approved local squatting w.c or other equivalent No 350.00 - in white glazed vitreous china complete with pairof raised foot treads in white fireclay with 'P' or 'S'trap, 40mm diameter flush pipe fixed to glazedwall, 12 litre high level plastic flushing cistern with12mm diameter ball valve, 20mm diameteroverflow, galvanized chain and pull, andsupporting bracket and including surrounding pan inconcrete and jointing to soil pipe with cement mortar ( 1:3 )

C Approved local pedestal w.c or other equivalent in No 472.00 - white glazed vitreous china complete with pair of raisedfoot treads in white pair of raised foot treads in whitefireclays with 'P' or 'S' trap, 40mm diameter flush pipefixed to glazed wall, 12 litre high level plastic flushingcistern with 12mm diameter ball valve, 20mm diameteroverflow, galvanized chain and pull, and supportingbracket and including surrounding pan in concrete andjointing to soil pipe with cement mortar ( 1:3 )

D Wall hung Urinal bowl in white vitreous china complete No 380.00 - with 1No.2 gallons automatic cistern, bracket,chromium plated flush pipe and trap

E Chromium plated inclined shower fittings for cold No 85.00 - water only, comprising 15mm diameter stop cockwith wall flange, 15mm diameter riser pipe with100mm diameter shower rose with swivel joint andfixed to tile wall





BILL NO. 3A


TO COLLECTION: -





BILL NO. 3A


SANITARY INSTALLATION ( cont'd )

Supply and fix the following white sanitaryfitting sand accessories including storing,assembling, bedding, plugging and screwingwith matching screws, cutting and pinning orbuilding in brackets, jointing and connecting toservices and to soil and waste pipes and makinggood all works disturbed:

A Approved local counter top vanity or other equal andapproved standard coloured vitreous china wash handbasin carried with fixing clips and bottle trap

B overall size 560mm x 410mm No 475.00 -

C overall size 1120mm x 410mm No 730.00 -

D overall size 3200mm x 410mm No 1,800.00 -

E 1065mm x 460mm 'Bristle' stainless steel sink or other No 920.00 - equivalent with double bowl and double drainercomplete with 15mmdiameterchromium plated elbowaction tap, 40mmchromiumplated as the outlet fittingwith plug and bed chain stay, 40mm diameter plasticbottle trap with 75mmdeep seal and setting on pair ofpainted cast-iron brackets plugged jointing outlet towaste pipe with counter top finished 12mm pillarmounted sink tap

F Vitreous china semi recessed toilet roll holder No 40.00 - including building in tiled brickwall

G 450mm x 600mm x 6mm Thick clear glass mirror with No. 100.00 - 6mm thick marine plywood backing with chromedaluminium frame all around, plugged and screwed towall with chromium plated loose domed headedscrewed:

H 150mm x 150mm PVC floor trap cover including floor No 10.00 - trap and outlet pipe

I Allow for testing on completion of plumbing and sanitary installation, Item 1,000.00 - test all apparatus piping and fittings, make good anydefects and leave the whole in perfect working





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TO COLLECTION: -





BILL NO. 3A


SANITARY INSTALLATION

COLLECTION

Page No

B/IIIA//30 -

B/IIIA//31 -

PLUMBING & SANITARY INSTALLATION





BILL NO. 3A






BILL NO. 3A


SUNDRIES

Counter top

A 1800mm x 600mm overall size of reinforced concrete as No 80.00 - described counter top for wash hand basin completewith and including all necessary reinforcement,formwork and tiles

B 230mm high reinforced concrete as described W.C. No 50.00 - stooling complete with and including all necessaryreinforcement, formwork and tiles

Mild Steel Railing

C 1325mm x 1050mm high mild steel railing including No. 65.00 - painting all as per architectural details drawings

Vent Block

D 150mm thick vent blocks m2 48.00 -





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BILL NO. 3A


SUMMARY

Page No

B/IIIA//5 37,850.03

B/IIIA/6 38,911.10

B/IIIA//7 22,929.95

B/IIIA//10 -

B/IIIA//15 -

B/IIIA//18 -

B/IIIA//22 -

B/IIIA//26 -

B/IIIA//29 -

B/IIIA//30 -

B/IIIA//31 -

B/IIIA//34 - B/IIIA//35 -





BILL NO. 3A


TO FINAL SUMMARY:- 99,691.08

CADANGAN MEREKABENTUK DAN MEMBINA KLINIK DESA NARANDANG, KUDAT, SABAH SECARA RUNDINGAN TERUS 'DESIGN AND BUILD'

JB BERGABUNG B/V/76 KDNK


BILL NO. 5 - SITE PREPARATION WORKS

SITE PREPARATION

Site Clearance

A Clear the areas of the site affected by the proposedworks of all grass, weeds, shrubs, bushes including

grubbing uproots, etc., filling cavities with surplusexcavated material and ramming and removing all debrisoff the site 0.32 Acres 2,000.00 640.00

Earthworks

B Cut in bulk through all classes of materials over site to produce final requisite reduced levels as shown in 190 m3 7.50 1,425.00 drawings P53/KD-KUD/CW/EW/01B

C Import earth material from the Contractor's own source toform terraces, platforms and embankment to specification. 553 m3 10.00 5,530.00

Carried To Summary:- 7,595.00

(ALL PROVISIONAL)

sample-bq 1

Documents