Hj. Mansor_bill of Quantities

8/12/2019 Hj. Mansor_bill of Quantities

1/57

CADANGAN MEMBINA SEBUAH RUMAH BANGLO 2 TINGKAT BESERTA 1 UNIT WAKAF DI NO. 22

JALAN MERAH SATU U9/1A, SEKSYEN U9, 40150 SHAH ALAM, SELANGOR DARUL EHSAN

UNTUK TUAN HAJI MANSOR BIN MAZLAN & PUAN HJH AISHAH BINTI ALI

PRELIMINARIES

Item Description Unit Amount

1 Preliminaries

Preliminaries comprising insurances, Contractor's organisation and Administration,plan and equipment, Conditions of Contract. Compliance With Authorities

Requirement. Etc.

The Contractor shall list such items below together with their monetary values

extended accordingly in monetary columns and carried to collection. No subsequent

claims for non - allowance of such item in the Preliminaries of this contract shall be

entertained should contractor decide to or fail to list such items costs involvement or

items of monetary value related to the contract but which have not been allowed for in

the Preliminaries.

List of other items of cost involvements required

a) Contract Documents (without stamp duty)

b) Level & Setting out of works

c) Insurance

d) Temporary water supply

e) Temporary electrical supply

f) Signboard

g) Temporary store

h) Site management & supervision

i) Hoarding

j) Site access maintenance, handover cleaning

k) Machinery, scaffoldings

l)

m) ..

n)

o)

TOTAL CARRIED TO FINAL SUMMARY : RM

Prelim 1/1


2/57




Item Description Unit Quantity Rate Amount

ELEMENT NO.1 - SITE CLEARANCE AND EARTHWORK (

ALL PROVISIONAL)

SITE CLEARANCE

Notes:

The contractor shall exercise such care and attention as required to

ensure thah clearing operationis confined within the areas to be

cleared. The contractor shall be responsible and pay at his own cost

for any remedial works required resulting from any clearing not

authorised by the S.O or clearing beyond the area as specified.

Lumpsum

To Collection

The contractor shall be deemed to have visited and examined the site

and its surrounding to satisfied himself as the extent and nature of

the works, means of access and transportation and in general to have

obtained to himself all necessary information as to risks, contigencies

and all circumstances influencing and effecting the work. no claim

will be entertained on the ground lack of knowledge on the extend of

the works and the condition of the site.

All tree trunks, etc. shall be grubbed out and remove and the

excavation backfilled with selected materials to be approved by the

S.O. no broken up of brickwork, concrete and other hard materials

shall be returned into the excavation.

Allow for site clearance to the extend as shown on the drawings of

all shrubs, grass, rubbish etc. cut down all trees irrespective of sizes

and girth of trunk including grubbing up roots, stumps, etc.

materials, etc. dispose of and cart away from site of the Contractor's

own dumping area, all as directed by the S.O. (approximately area

929M2)

B1 2/57


3/57


4/57





ELEMENT NO.2 - WORK BELOW LOWEST FLOOR

FINISH

A Average 250mm deep M3 113

Not exceeding 1.50m deep;

B Pit for pad footing (Provisional) M3 39

C Trench for ground beam M3 31

D 150mm Thick to receive apron and corridor slab M3 29

E 150mm Thick to receive ground floor slab M3 39

F Pad footing M2 26

G Ground beam M2 46

H Suspended ground floor slab M2 257

I Apron and corridor M2 196

To Collection

Excavate to reduce level not exceeding 1.50m deep commencing

from formation level and well ram, deposit and spread in making up

levels where directed within the site and remainder load and cart

away from site to contractor's own dump:-

Excavate commencing from reduce level including planking and

strutting, get out, part return, fill in and well ram, deposit and spread

in making up levels where directed within the site and remainder

load and cart away from site to contractor's own dump:-

Bed of hardcore as described, spread, levelled, well rammed and

consolidated, watered and blinded, well rolled in and finished:-

50mm Thick plain concrete (Grade 15-20mm aggregate) asdescribed blinding bed, spread and levelled beneath:-

B2 4/57


5/57






FINISH (Cont'd)

A Pad footing M3 12

B Column stump (Provisional) M3 1

C Ground beam M3 23

D 125mm Thick suspended ground floor slab M2 257

E 125mm Thick apron and corridor slab M2 196

F EXTRA OVER for thickening to underside of apron slab for an

additional depth 50mm and average width 75mm including all

necessary additional excavation, lean concrete, formwork and

reinforcement M 111

Mild steel bar reinforcement to B.S. 4449 as described in:-

Column stump (Provisional)

G 10mm Diameter as links Kg 187

Ground beam

I 10mm Diameter as stirrups Kg 1,934

Pad footing

J 16mm Diameter Kg 488

K 12mm Diameter Kg 158

L 10mm Diameter as binders Kg 110

Column stump (Provisional)

M 25mm Diameter Kg 355

N 20mm Diameter Kg 105

O 16mm Diameter Kg 319

P 12mm Diameter Kg 146

To Collection

Vibrated reinforced concrete (Grade 30-20mm aggregate) as

described in:-

High tensile deformed steel bar reinforcement to B.S. 4449 as

described in:-

B2 5/57


6/57






FINISH (Cont'd)

Ground beam

A 20mm Diameter Kg 710

B 16mm Diameter Kg 1,029

C 12mm Diameter Kg 2,354

Ref.No. BRC A7 weighting 3.02Kg/M2 in;

D Suspended ground floor slab M2 514

E Apron and corridor slab M2 392

Sawn formwork as described to:-

F Sides of pad footing M2 59

G Sides of column stump (Provisional) M2 22

H Sides of ground beam M2 275

I Edge of concrete slab exceeding 100mm high but not exceeding

200mm high M 107

J Edge of apron and corridor slab, ditto M 111

0.25mm Thick Polythene' or other equal and approved damp-proof

membrane as described beneath (measured net - no allowance made

for laps) in:-

K Suspended ground floor slab M2 257

To Collection


described in (cont'd) :-

Steel fabric reinforcement to B.S.4483 with 150mm side and end

laps including cutting, bending and bedding in concrete (measured

nett-no allowance made for laps):-

B2 6/57


7/57






FINISH (Cont'd)

Approved anti-termite treatment with a warranty of 5 years to be

executed strictly in accordance with the manufacturer's instruction

in:-

A Pad footing M2 109

B Column stump (Provisional) M2 22

C Ground beam M2 275

D Suspended ground floor slab M2 257

E Apron and corridor slab M2 196

F 230mm Diameter half round glazed drain as perimeter drain laid on

an including 50mm thick lean concrete Grade 15, all necessary

excavation, formwork, junction and ends and disposal of surplus

excavated material M 118

To Collection

B2 7/57


8/57






FINISH (Cont'd)

COLLECTION

Collection No. 1

Collection No. 2

Collection No. 3

Collection No. 4

Total To Summary

B2 8/57


9/57





ELEMENT NO. 3 - FRAME


described in:-

A Column M3 7

B Floor beam M3 24

C Roof beam M3 14

Mild steel bar reinforcement to B.S. 4449 as described in:-

Column

D 10mm Diameter as links Kg 658

Floor beam

E 10mm Diameter as stirrups Kg 2,035

Roof beam

F 10mm Diameter as stirrups Kg 765


described in:-

Column

G 25mm Diameter Kg 178

H 20mm Diameter Kg 71

I 16mm Diameter Kg 817

J 12mm Diameter Kg 391

To Collection

B3 9/57


10/57





ELEMENT NO. 3 - FRAME (Cont'd)


described in (cont'd) :-

Floor beam

A 20mm Diameter Kg 835

B 16mm Diameter Kg 1,763

C 12mm Diameter Kg 2,554

Roof beam

D 20mm Diameter Kg 485

E 16mm Diameter Kg 864

F 12mm Diameter Kg 1,742


G Sides of column M2 141

H Sides and soffit of floor beam M2 351

I Sides and soffit of roof beam M2 207

To Collection

B3 10/57


11/57





ELEMENT NO. 3 - FRAME (Cont'd)

COLLECTION

Collection No. 1

Collection No. 2

Total To Summary

B3 11/57


12/57





ELEMENT NO. 4 - UPPER FLOOR CONSTRUCTION


described in:-

A 125mm Thick suspended floor slab M2 220


B Suspended floor slab M2 440


C Soffit of suspended floor slab M2 220

DEdge of concrete slab exceeding 100mm high but not exceeding

200mm highM 107

To Collection

B4 12/57


13/57






(Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B4 13/57


14/57





ELEMENT NO. 5 - ROOF CONSTRUCTION AND FINISHES

Vibrated reinforced concrete (Grade 30-20mm aggregate) asdescribed in:-

A Parapet wall M3 1

B 125mm Thick gutter slab M2 6

Steel fabric reinforcement to B.S.4483 with 150mm side and end

laps including cutting, bending and bedding in concrete (measured

nett-no allowance made for laps):-


described in:-

Parapet wall

C 10mm Diameter Kg 128


D Gutter slab M2 12


E Sides of parapet wall M2 8

F Soffit of gutter slab M2 6

G Edge of gutter slab, ditto M 20

Supply and apply two part polyurethane, liquid waterproofing

membrane, all in accordance to manufacturer's specification and

instruction:-

H Gutter M2 6

Water Ponding Test

I Allow for testing, consisting of leaving to post cure for 5 days, filling

up floor with water to 50mm high, leaving to pond for 24 hours and

draining off and inspection of underneath of slab for dampness or

leakage, all to the satisfaction of the S.O.

Item

To Collection

B5 14/57


15/57






(Cont'd)

TIMBER ROOF TRUSS

NOTE :-

The Contractor must submit detailed calculation and drawings of the

proposed timber roof trusses system as and when required or before

the prefabrication of the system to the Structural Engineers for

evaluation. The Contractor shall obtain the approval of the approval

of the structural Engineer before they can proceed with their

fabrication works. The design must be endorsed by the Qualified /

Registered Engineer. The contarctor is also responsible for obtaining

the necessary certeficate from the manufacturer for submission tu the

Architect. The proposed timber roof trusses must have a warranty for

10 years:-

A

Design, supply, fabrication and deliver to site including fixing and

hoisting into position the approved prefabricated timber roof trusses

comprising of rafters, tie beam / joists, struts, bolts and nuts or other

equal and approved truss connectors, galvanised steel bracings

and/or timber bracings, triple grips or other equal and approved

framing anchors and all necessary fixing accessories requuered for

the complete installation of the fabricated timber roof trusess system

(appriximate area 539M2) LS

ROOF FINISHES

B

Interlocking concrete roof tiles of approved colour, laid to slope 17degree pitch fixed to and including 50mm x 50mm sawn pressure

treated 'Grade B' timber batten at 300mm centres including nailing

each tile in every alternate course with 38mm galvanised iron nails

(measured nett-no allowance for laps)

M2 59

CInterlocking concrete roof tiles of approved colour, laid to slope 25

degree pitch, dittoM2 480

D

Ridge caping and ridge end tiles to match roofing tiles including

bedding and pointing in matching colour water-proof cement and

sand mortar as described

M 139

E Hip caping and hip starter tiles, ditto M 31

F EXTRA FOR 3-way apex tiles, do No 6

G EXTRA FOR 4-way apex tiles, do No 3

To Collection

B5 15/57


16/57






(Cont'd)

A

A Layer of double-sided aluminium foil insulation as described laidon chicken wire mesh (measured separately) with 150mm

(minimum) lap at joints, strictly in accordance with the

manufacturer's instruction (measured nett-no allowance made for

laps)

M2 538

BA layer of galvanised chicken wire mesh netting with 25mm x 25mm

mesh fixed to timber batten, dittoM2 538

Wrot pressure treated Grade "B" timber as described:-

C 225mm x 25mm Thick fascia board M 160

Knot, prime, stop, one undercoat and two finishing coats of approved

gloss enamel paint on woodwork as described:-

DExposed surface of fascia board exceeding 200mm not exceeding

300mm girthM 160

ROOF DRAINAGE AND PLUMBING

Unplasticised polyvinyl chloride (uPVC) gutter and fittings as

specified jointed with manufacturer's approved solvent cement all in

strict accordance with the manufacturer's instructions:-

E

Box gutter overall size 180mm wide x 150mm high including gutter

bracket and all necessary accessories, nailed to fascia board

including painting with the manufacturer's instruction

M 161

F 100mm Diameter rainwater downpipe fixed to wall M 66

G EXTRA FOR bend No 33

H 100mm Diameter laid under concrete apron or slab M 6

I EXTRA for diameter outlet No 11

J EXTRA OVER for jointing to drain No 11

K100mm Diameter galvanised iron wire ballon grating to suit and

setting on top of rainwater downpipeNo 11

To Collection

B5 16/57


17/57






(Cont'd)

COLLECTION

Collection No. 1

Collection No. 2

Collection No. 3

Total To Summary

B5 17/57


18/57


19/57





ELEMENT NO. 6 - STAIRCASE CONSTRUCTION AND

FINISHES (Cont'd)

Cement based skim coat plaster system consisting of one base coat

and one finishing coat including preparing, grinding and patching

formwork joints and undulating surfaces, trowelled smooth all in

accordance with the manufacturer's instruction as describe

A Plainface to sloping soffit of staircase M2 32

B Plainface to sides and soffit of landing beam M2 10

C Plainface to soffit of landing slab M2 15

20mm Thick cement and sand (1:6) mixed with an approved

plasticiser as described plainface to:-

D Sides of open string 300mm wide (extreme) M 50

EEdge of landing slab exceeding 100mm high but not exceeding

200mm highM 29

300mm x 300mm x 8mm Thick 'KIMGRESS' or other equal and

approved ceramic floor tiles finish with approved colour and pattern,

bedded, jointed and pointed in matching colour cement mortar (1:3)

on 13mm thick cement and sand (1:3) backing (measured separately)

as described to:-

F Landing slab M2 15

G Riser 161mm high M 15

H Tread 250mm width M 26

Prepare and apply one coat of alkaly resisting primer sealer and two

coats emulsion paint as described on:-

I Plastered surfaces of sides of open string 300mm wide (extreme) M 50

JPlastered surfaces of edge of landing slab exceeding 100mm high

but not exceeding 200mm highM 29

To Collection

B6 19/57


20/57


21/57






FINISHES (Cont'd)

COLLECTION

Collection No. 1

Collection No. 2

Collection No. 3

Total To Summary

B6 21/57


22/57





ELEMENT NO. 7 - EXTERNAL WALL

Reinforced vibrated precast concrete Grade 25 as described

including all moulds, hoisting and setting in cement mortar (1:3):-

A 50mm x 100mm Coping including all necessary reinforcement M 217

Brickwork in common clay bricks jointed and pointed in cement and

sand (1:3) mortar as described:-

B300mm Thick balustered wall with and including brick

reinforcement at every fourth courseM2 2

C 112mm Thick brickwall, ditto M2 472

D80mm Thick brick-on-edge wall with and including brick

reinforcement at every fourth courseM2 38

Three-ply bituminious felt damp-proof course well-lapped at joints

on and including 20mm bed of cement and sand (1:1) coated with

hot bitumen (measured nett-no allowance made for laps):-

E115mm Wide horizontal damp-proof course laid on brickwork

(measured nett-no allowance made for laps)M 101

...................................

F

6mm Diameter mild steel bonding tie 300mm girth with one end

bent and cast into concrete and the other end wrapped in building

paper and temporarily fixed to inner face of formwork andsubsequently straightened, split, caulked and built into joint

No 288

HANDRAILING AND BALUSTRADING

G M 11

To Collection

Supply and install the following mild steel railing 600mm overall

high including all necessary cutting, welding, fixing into position

and painting all complete as per manufacturer's detail

B7 22/57


23/57





ELEMENT NO. 7 - EXTERNAL WALL (Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B7 23/57


24/57





ELEMENT NO. 8 - INTERNAL WALLS AND PARTITIONS

Brickwork in common clay bricks jointed and pointed in cement andsand (1:3) mortar as described:-

A115mm Thick brickwall with and including brick reinforcement at

every fourth courseM2 348

...................................

B

6mm Diameter mild steel bonding tie 300mm girth with one end

bent and cast into concrete and the other end wrapped in building

paper and temporarily fixed to inner face of formwork and

subsequently straightened, split, caulked and built into joint

No 249

To Collection

B8 24/57


25/57






(Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B8 25/57


26/57





ELEMENT NO. 9 - WINDOWS

Reinforced vibrated precast concrete Grade 25 as describedincluding all moulds, hoisting and setting in cement mortar (1:3):-

A

100mm x 110mm Lintol reinforced with 4 nos 10mm diameter high

tensile steel bar reinforcement hooked at ends with 8mm diameter

mild steel stirrups at 150mm to centres (57 No)

M 82

General Notes

The construction details and requirements including sizes and

materials to be used for works included in this section shall be as

shown in the drawings numbered

All aluminium windows shall be in sections extruded fromaluminium alloy to BS 1474 as specified (unless otherwise stated)

and to S.O.'s approval

All prices shall be inclusive of all necessary materials, plants and

labour for complete installation of the items in the norm of the local

construction industry - notwithstanding whether categorically shown

or specified in the drawing herein

ALUMINIUM WINDOWS AND VENTS

SUPPLY AND FIX complete the following approved natural

anodised 0.5 micron aluminium extruded section including all

necessary frames, mullions, transoms and cills, all to the

manufacturer's details with and including P.V.C. weather strips,

setting blocks

(Notes:- All dimensions are based on structural openings only and

the Contractor shall conform size of openings before ordering and

make allowance for required tolerances)

B

Composite casement window (Type W1) overall size 1500mm x

2700mm high and including 6mm thick tinted glass with top hung

and hung into position

No 4

C




No 8

D

Composite casement window (Type W2a) overall size 1500mm x



No 1

To Collection

B9 26/57


27/57





ELEMENT NO. 9 - WINDOWS (Cont'd)

ALUMINIUM WINDOWS AND VENTS (Cont'd)

A




No 2

B




No 1

C




No 2

D


1800mm high and including 6mm thick tinted glass and hung intoposition

No 10

E


2400mm high and including 6mm thick tinted glass and hung into

position

No 6

F



position

No 2

G



position

No 1

H

Composite fixed glass window (Type W9a) overall size 2900mm x


position

No 2

I

Composite fixed glass window (Type W10) overall size 1500mm x


position

No 2

J



position

No 2

K



position

No 14

To Collection

B9 27/57


28/57





ELEMENT NO. 9 - WINDOWS (Cont'd)

COLLECTION

Collection No. 1

Collection No. 2

Total To Summary

B9 28/57


29/57





ELEMENT NO. 10 - DOORS AND IRONMONGERIES

Reinforced vibrated precast concrete Grade 25 as describedincluding all moulds, hoisting and setting in cement mortar (1:3):-

A

100mm x 110mm Lintol reinforced with 4 nos 12mm diameter high

tensile steel bar reinforcement hooked at ends with 6mm diameter

mild steel stirrups at 150mm to centres (30 No)

M 46

.......................................

B

150mm x 38mm x 100mm High heelstone, cast to suit door frame

with and including 2 nos of 12mm diameter x 150mm long mild steel

dowel bar, one end left into concrete and the other end into foot of

the frame and necessary formwork

No 7

Notes :-

All dimension are based on structural openings only and the

Contractor shall confirm size of openings before ordering and make

allowance for require to tolerances:-

The construction details and requirements including sizes and

materials to be used for works included in this section shall be as

shown in the drawings

All prices shall be inclusive of all necessary materials, plants and

labour for complete installation of the items in the norm of the local

construction industry - notwithstanding whether categorically shown

or specified in the drawing herein

Supply and fix complete in position approved 160mm x 59mm x1.1mm thick M.S door frame with 114mm back opening with

tagged, mitred, welded and treated corners including all accessories

all in accordance to manufacturer's specification:-

C Door frame overall size 1800mm x 2400mm high (Type D1) No 1

D Door frame overall size 2850mm x 2400mm high (Type D2) No 1

E Door frame overall size 1200mm x 2400mm high (Type D3) No 7

F Door frame overall size 4000mm x 2400mm high (Type D4) No 1

G Door frame overall size 1300mm x 2400mm high (Type D5) No 2

H Door frame overall size 900mm x 2400mm high (Type D6) No 7

I Door frame overall size 900mm x 2100mm high (Type D7) No 2

J Door frame overall size 750mm x 2400mm high (Type D8) No 7

K Door frame overall size 2000mm x 2400mm high (Type D9) No 2

To Collection

B10 29/57


30/57





Supply and fix complete in position approved deco panel timber door

including ironmongery all in accordance with the manufacturer's

specification and S.O. approval:-

A

38mm Thick double leaf deco panel timber door overall size

1800mm x 2400mm high and hanging on butt hinges (measured

separately) (Type D1)

No 1

B

38mm Thick single leaf deco panel timber door overall size 1200mm

x 2400mm high and hanging on butt hinges (measured separately)

(Type D3)

No 7

C

38mm Thick double leaf deco panel timber door overall size

1300mm x 2400mm high and hanging on butt hinges (measuredseparately) (Type D5)

No 2

D



(Type D6)

No 7

E



(Type D7)

No 2

F



(Type D8)

No 7

Supply and fixed the following glass door with and including

aluminium frame and all necessary ironmongeries, etc. in

accordance with manufacturer's instruction and S.O. approval:-

G

6mm Thick clear glass sliding door overall size 2850mm x 2400mm

high in 3 nos equal panel complete with all necessary sliding track

and roller and ironmoneries (Type D2)

No 1

H




No 1

I




No 2

Knot, prime, stop, one undercoat and two finishing coats of gloss

enamel paint on woodwork as described:-

J General surfaces of door M2 124

Prepare and apply one coat metallic primer, one undercoat and two

coats of gloss enamel paint on metalwork as described:-

K Metal frame girth exceeding 150mm but not exceeding 300mm M 180

To Collection


(Cont'd)

B10 30/57


31/57





COLLECTION

Collection No. 1

Collection No. 2

Total To Summary


(Cont'd)

B10 31/57


32/57





ELEMENT NO. 11 - INTERNAL WALL FINISHES



A 115mm Thick wall, column, coping and the like M2 1,321

13mm Thick cement and sand (1:3) backing screed:-

To receive ceramic wall tiles (measured separately) to;

B Wall M2 79


approved ceramic wall tiles finish with approved colour and pattern,

bedded, jointed and pointed in matching colour cement mortar (1:3)


as described to:-

C Wall, column and the like M2 79

Prepare and apply one coat of sealer and two coats of emulsion paint

internally on:-

D Plastered wall, column, hood, sill, fin, coping and the like M2 1,321

To Collection

B11 32/57


33/57





ELEMENT NO. 11 - INTERNAL WALL FINISHES (Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B11 33/57


34/57





ELEMENT NO. 12 - INTERNAL FLOOR FINISHES

13mm Thick cement and sand (1:3) as described in screeded bed:-

To receive ceramic floor tiles (measured separately) to;

A Floor M2 209

B 50mm Drop M 8

To receive timber strip (measured separately) to;

C Floor M2 76

D 100mm High skirting M 112


approved ceramic floor tiles finish with approved colour and pattern,bedded, jointed and pointed in matching colour cement mortar (1:3)


as described to:-

E Floor M2 209

F 50mm Drop M 8

G Floor M2 76

H 100mm High skirting M 112

To Collection

Supply and install of 'AIR THRUST' Pneumatic timber flooring

system comprises of 18mm x 90mm Kempas tongue and groove strip

in random length design, 2 layer of 12mm thick WBP plywood with

4.3mm thick 'AIR-THRUST' genuine air cells natural rubber pads

and a layer of vapour proof membrane and c/w sanding and finishing

with (one) 1 coat of strata base and (two) 2 coat strata prowaterbased polyurethane timber floor varnish.

B12 34/57


35/57





ELEMENT NO. 12 - INTERNAL FLOOR FINISHES (Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B12 35/57


36/57





ELEMENT NO. 13 - INTERNAL CEILING FINISHES

A Ceiling panel M2 443

B No 12

C Surfaces of ceiling M2 443

To Collection

Prepare and apply one coat of sealer and two coats approved

emulsion paints internally as described on:-

1200mm x 600mm x 4.8mm Thick approved calcium fibre boardceiling set out symmetrically from the center of the room with and

including approved exposed aluminium 'T' suspension system and

hangers all to manufacturer's detail and Architect's approval

EXTRA FOR forming 600mm x 600mm ceiling manhole including

any necessary framing (Provisional)

B13 36/57


37/57






(Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B13 37/57


38/57





ELEMENT NO. 14 - EXTERNAL FINISHES

WALL FINISHES



A Wall, column, hood, sill, fin and the like M2 472

B Wall, column, hood, sill, fin and the like M2 105

Prepare and apply one coat sealer and two finishing coats of

weathershield paint as described on:-

C Plastered wall, column, hood, sill, fin and the like M2 472

FLOOR FINISHES

13mm Thick cement and sand (1:3) as described in screeded bed:-

To receive homogenous floor tiles (measured separately) to;

C Floor M2 84

D 75mm Up M 10

To receive ceramic floor tiles (measured separately) to;

E Floor M2 34

F 50mm Drop M 4

G 100mm Drop M 2

200mm x 200mm x 8mm Thick non-slip homogenous floor tiles in

colour and pattern to be approved by the S.O., bedded and jointed in

cement and sand (1:3) mortar and flush pointed with coloured

cement on screeded beds (measured separately) to:-

H Floor M2 84

I 75mm Up M 10

To Collection

Supply and fix 'Indian Fossil Stone' or other equal and approved

quality, 10mm - 18mm thick in random size and laid to 'broken

marble' pattern, finish with application of 2 layer matt sealant finish

or other equal and approved quality, standard colour including all

necessary fixing to manufacturer's recommendation and all as per

Architectural Drawing on the following surfaces :-

B14 38/57


39/57


40/57





ELEMENT NO. 14 - EXTERNAL FINISHES (Cont'd)

COLLECTION

Collection No. 1

Collection No. 2

Total To Summary

B14 40/57


41/57





ELEMENT NO. 15 - SANITARY PLUMBING SYSTEM (ALL

PROVISIONAL)

Provide the following Prime Cost Sum for Works to be executed byNominated Sub-Contractors :-

NOTES:

Profit on Prime Cost Item shall be adjusted Pro-Rata to the

percentage inserted below on the Final Nett Cost of the item

corncerned

The Lump Sum figure so inserted is not subject to any relation to the

Final Nett Cost of the item concerned

A

Allow for sanitary plumbing system including excavation, pipe work,

sanitary fitting and accessories bracket, etc, testing for pipe, all as

per Architect drawing.

Lumpsum

To Collection

B15 41/57


42/57






PROVISIONAL) (Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B15 42/57


43/57





ELEMENT NO. 16 - COLD WATER SUPPLY SYSTEM (ALL

PROVISIONAL)


NOTES:



corncerned



A

Allow for cold water system including excavation, pipe work, fitting

and accessories bracket, 2 polycarbonate water tank, etc, testing for

pipe, all as per Architect drawing.

Lumpsum

To Collection

B16 43/57


44/57







COLLECTION

Collection No. 1

Total To Summary

B16 44/57


45/57





ELEMENT 17 - ELECTRICAL AND MECHANICAL WORKS


NOTES:



corncerned



ELECTRICAL SERVICES

A Provide Electrical Services Lumpsum

MECHANICAL SERVICES

B Provide Mechanical Services Lumpsum

To Collection

B17 45/57


46/57





ELEMENT 17 - ELECTRICAL AND MECHANICAL

WORKS (Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B17 46/57


47/57





ELEMENT NO. 18 - SEWER RETICULATION (ALL

PROVISIONAL)

Excavate trenches to for sewer pipe and bed under (bothmeasured seperately) commencing from formation level, get

out, part return, fill in and ram, part load, cart, deposit and

spread in making up levels, where directed within the site and

remainder load and cart away from site including all necessary

planking and strutting, trimming sides and levelling and

compacting bottom of excavation;

225mm Wide trench for 100mm (internal diameter) vetrified

clay pipe not exceeding 2.0m deep

A Average 1.50m deep M 54

Concrete Grade 20 as described:-

B To receive 100mm diameter vetrified clay pipe (measured

separately) M3 1

Fill using selected backfill material as described spread, levelled

and compacted on top of;

C 100mm Diameter pipe M3 16

Vitrified clay pipe and fittings with spigot and socket joints

with flexible joints of rubber ring as described

D 100mm Diameter M 54

Excavate for manhole commencing from formation level, get

out, part return, fill in and ram, part load, cart, deposit and

spread in making up levels, where directed within the site and

remainder load and cart away from site including all necessary

planking and strutting, trimming sides and levelling and

compacting bottom of excavation;

E Not exceeding 2.00m deep M3 3

Concrete Grade 20 as described:-

F Base M3 1

To Collection

B18 47/57


48/57







Brickwork in common clay bricks jointed and pointed in cement andsand (1:3) mortar as described:-

A 100mm Thick brick wall M2 17



B 100mm Thick brick wall M2 11

Approved mild steel grating manhole cover and frame

overall size 400mm x 400mm, comply with the

C manufacturer's specification and approved by the JPP,

frame in cement and sand (1:3) and sealing cover with grease,

painting with two coats of approved black syntheticresin based paint all as per Engineer's drawing NO 6

Sewerage Treatment Plant

Supply, install and approved STP capacity 5 PE or

D equivalent, including all necessary excavation, concrete base,

reinforcement, piping, electrical work and other related works

as per Architect drawing. NO 1

Testing

Testing the whole of the sewerage in the presence of the S.O.

E with water or by other means make good and defects, re-test

on completion and leave the whole works in perfect workingorder to the entire satisfaction of the S.O. and Local Authorities

To Collection

B18 48/57


49/57







COLLECTION

Collection No. 1

Collection No. 2

Total To Summary

B18 49/57


50/57


51/57





ELEMENT NO. 19 - FENCING AND GATES (Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B19 51/57


52/57





ELEMENT NO. 20 - TURFING (ALL PROVISIONAL)

TURFING

ATrim, level and grade horizontally or slightly sloping surfaces to

receive turfing (measured separately)M2 477

B

Close turfing to flat surfaces with approved turves as described

including 75mm thick approved semi compacted black earth top soil

and watering, attending until firmly established and replacing badly

ground areas as directed

M2 477

MAINTENANCE

The Contractor shall provide all labour, tools, equipment, transport

etc. and carry out maintenance during the Defects Liability Period

for the whole Works. The Contractor shall be deemed to have read

the specification on his responsibilities during this

Maintenance shall include but not necessary be limited to watering,

weeding, pruning, fertilizing, spraying and clearing of unnecessary

growth etc. and any other horticultural management as directed by

the Superintending Officer and as necessary fot the p

C

To maintain plant material including replacement of dead/missing

plants, grass cutting around trees, watering, weeding, cultivation and

loosening of soil, pruning and clipping, firming up and adjusting

stake and ties, eradication of pest or insect attack,

Month

Total To Carried Foward

B20 52/57


53/57






(Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B20 53/57


54/57





ELEMENT NO. 21 - GAZEBO

Provide the following Prime Cost Sum for Works to be executed by

Nominated Sub-Contractors :-

NOTES:



corncerned



A

Construct a gazebo overall size 4200 mm x 4000mm x 3000mm

high, Grade 'A' timber with floor finishes timber strip and all

necessary as per Architect drawing. (approximate area 16.8M2)

Lumpsum

Total To Carried Foward

B21 54/57


55/57





ELEMENT NO. 21 - GAZEBO (Cont'd)

COLLECTION

Collection No. 1

Total To Summary

B21 55/57


56/57




PROVISIONAL SUMS

Item Description Unit Quantity Amount

Provide the following Provisional Sums to be expended in whole or in part as directed

by the Architect/Superintending Officer in accordance with the Conditions ofContract.

a) Soft landscaping 10,000.00

b) Solar Hot Water and Pump System 10,000.00

c) Alarm system 20,000.00

d) CCTV system 50,000.00

e) Contigencies 50,000.00

f) Gazebo 20,000.00

TOTAL CARRIED TO FINAL SUMMARY : RM 160,000.00

PV SUM /1


57/57





SUMMARY

ELEMENT NO.1 - SITE CLEARANCE AND EARTHWORK

( ALL PROVISIONAL)

ELEMENT NO. 2 - WORK BELOW LOWEST FLOOR FINISH

ELEMENT NO. 3 - FRAME




FINISHES

ELEMENT NO. 7 - EXTERNAL WALL


ELEMENT NO. 9 - WINDOWS


ELEMENT NO. 11 - INTERNAL WALL FINISHES

ELEMENT NO. 12 - INTERNAL FLOOR FINISHES


ELEMENT NO. 14 - EXTERNAL FINISHES


PROVISIONAL)


PROVISIONAL)

ELEMENT 17: ELECTRICAL AND MECHANICAL WORKS


PROVISIONAL)

ELEMENT NO. 19 - FENCING AND GATES


ELEMENT NO 21 GAZEBO

Hj. Mansor_bill of Quantities

Documents

Transcript of Hj. Mansor_bill of Quantities