Sample BQ TNB (Double Chamber)

BILL NO. 11 : ANCILLARY BUILDINGS AND STRUCTURES

KPM/SMKSP/2006 B11/3/1

Description Unit Qty Rate (RM) Amount (RM)

Work Below Lowest Floor Finish

A Oversite excavation, 300mm deep. m2 113

B m3 11

C m3 5

D Cable trench, not exceeding 1.50mm deep. m3 35

E Cable trench base. m2 35

F Ground floor slab. m2 46

G Apron slab. m2 33

H Ramps. m2 14

J Pile caps. m2 7

K Ground beams. m2 10

L Cable trench base. m2 35

M Ground floor slab. m2 46

N Apron slab. m2 33

P Ramps. m2 14

Item

ELEMENT NO. 3 - PENCAWANG TNB &

Excavate, get out, deposit and spread in making up levels where directed within the site and remove surplus excavated materials off site

Excavate, get out, part return, fill in and ram, deposit and spread in making up levels where directed within the site and remove surplus excavated materials

Excavation for pile caps, not exceeding 1.50m deep.

Trench for ground beams, not exceeding 1.50m deep.

150mm Thick hardcore base as described, spread and levelled, well rammed, consolidated and watered to receive concrete, under

50mm Thick lean concrete Grade 15 as described, spread and levelled to receive concrete, under



Description Unit Qty Rate (RM) Amount (RM) Item

To Collection

ELEMENT NO. 3 - PENCAWANG TNB & MSB (cont'd)

Work Below Lowest Floor Finish (cont'd)

A Pile caps. m3 4

B Column stumps. (Provisional) m3 1

C Ground beams. m3 4

D 150mm Thick cable trench base. m2 35

E 150mm Thick cable trench wall. m2 104

F 175mm Thick ground floor slab. m2 46

G 150mm Thick apron slab. m2 33

H 125mm Thick ramp slab. m2 14

J kg 36

K 10mm Diameter, in ground beams. kg 156

L 10mm Diameter, in ground floor slab. kg 166

M 10mm Diameter, in cable trench base. kg 204

N 10mm Diameter, in cable trench wall. kg 585

P 10mm Diameter, in apron slab. kg 19

Q 10mm Diameter, in ramps. kg 5

R 12mm Diameter, in pad footings. kg 164

S kg 95

T 16mm Diameter, in ground beams. kg 576

Vibrated reinforced concrete Grade 35 as described, in


Mild steel bar reinforcement as

10mm Diameter, in column stumps.

High tensile bar reinforcement as

16mm Diameter, in column stumps.




To Collection



A Apron slab. m2 33

B Ramp. m2 14

Sawn formwork as described, to

C Sides of pile caps. m2 12

D Sides of column stumps. (Provisional) m2 9

E Sides of ground beams. m2 39

F m2 1

G Sides of cable trench wall. m2 104

H m 86

J m 37

K Ground floor slab. m2 39

L Apron slab. m2 33

M Cable trench base. m2 35

N Cable trench wall. m2 104

Layer of welded steel fabric reinforcement Ref. No. A6 as described, well lapped at joints and embedded in concrete (measured nett - no allowance made for laps), in

Sides and soffit of exposed ground beam in cable trench.

Extra over for forming 50mm x 75mm rebate to cable trench walls.

Edge of slab, exceeding 100mm but not exceeding 200mm high.

Layer of 0.125mm thick polythene or other equal and approved damp proof membrane, well lapped at joints and laid on hardcore (measured nett - no allowance made for laps)

75mm Thick precast concrete Grade 20 cable trench cover, reinforced with BRC A6 as specified




P Size 910mm x 450mm. No 40

Q Size 910mm x 900mm. No 2

To Collection



A Size 1000mm x 910mm. No 2

B Size 1065mm x 450mm. No 25

C Size 1065mm x 675mm. No 2

D Size 1065mm x 910mm. No 2

Anti-Termite Treatment

E Item 211

F Item

Perimeter Drain

G m 46

75mm Thick precast concrete Grade 20 cable trench cover, reinforced with BRC A6 as specified (cont'd)

Approved application of Pre-Construction Soil Ponsoning Anti-Termite Treatment to be carried out by an approved specialist Soil Treatment Contractor to all building areas as required including preparation of surfaces to receive treatment, working progressively to accomodate the Construction works or in sections, all as described in accordance with approved practice and to the satisfaction of

Provide five (5) years warranty for the above termite treatment.

230mm Diameter half round precast concrete Grade 20 drain channel, bedded and jointed in cement and sand (1:3) mortar as described, laid to falls, with and including 150mm thick bed of concrete Grade 20 as described, reinforced with one layer of BRC A8, including excavation, formwork and 50mm thick lean concrete Grade 15 under




H m 10

To Collection


Frame

A Columns. m3 2

B Roof beams. m3 8

C 10mm Diameter, in columns. kg 107

D 6mm Diameter, in roof beams. kg 61

E 10mm Diameter, in roof beams. kg 255

F 16mm Diameter, in columns. kg 221

G 12mm Diameter, in roof beams. kg 255

H 16mm Diameter, in roof beams. kg 342

J 25mm Diameter, in roof beams. kg 85


K Sides of columns. m2 28

L Sides and soffit of roof beams. m2 46

Roof Construction

Flat Roof Construction

230mm Diameter precast concrete pipe culvert with 150mm thick haunching all round, laid to falls, bedded and jointed in cement and sand (1:3) mortar as described, with and including 150mm thick bed of concrete Grade 20 as described, reinforced with one layer of BRC A8, including excavation, formwork and 50mm thick lean concrete Grade 15 under base.


Mild steel bar reinforcement as described

High tensile bar reinforcement as described




M 175mm Thick roof slab. m2 212

N 12mm Diameter, in roof slab. kg 698

To Collection


Roof Construction (cont'd)

Flat Roof Construction


A Soffit of roof slab. m2 189

Pitch Roof Construction

Pre-Fabricated Steel Roof Truss System

Note :

Vibrated reinforced concrete Grade 25 as described, filled into formwork and well packed around reinforcement, in

High tensile bar reinforcement as described

The roof truss system shall include for all truss members (including steel battens for roof covering but excluding fascia and barge board), connection plates and bolts, painting or treatment of plates and bolts, design fees,

The design and supervision must be done by a Registered Professional Engineer who is to approve and sign all the drawings, calculations and submission to the Authority / Engineer.

The Contractor is to provide a three (3) year Bank Guarantee or approved Design Guarantee for the designed steel roof truss system.




B Item

To Collection


Roof Finishes And Rainwater Goods

Flat Roof Finishes

A Roof slab. m2 212

B Roof slab. m2 212

Pitch Roof Finishes

C Roof decking. m2 139

The Contractor is to submit the shop / fabrication drawings and calculation duly certified by a Professional Engineer (for Project Engineer's approval) with the Tender Document on the date of closing of Tender.

Roof trusses system should be designed based on Architectural roof profiles and structural roof beams. The design should take care of the type of roofing materials and include allowance for M&E

Design, fabricate, supply and install approved steel roof trusses and associated works including hoisting and fixing in position at heights approximately 3.60m high above ground level. (Approximate area : 121m2)

19mm cement and sand screed (1:3) as described, laid to falls to receive waterproofing system (measured separately), to

Supply, prepare and lay 'Flinkote' or approved equivalent water proofing system, applied strictly in accordance with manufacturer's instructions, to

Supply and fix 0.48mm thick "AJIYA Euro Clip N locking system" or approved equivalent hi-tensile metal roofing sheets, fixed onto "Euro Clip" in pre-painted hot dipped zinc coated steel or pre-painted hot dipped zinc-aluminium alloy coated steel with all fixing accessories, all to manufacturer's




D Standard ridge capping. m 9

E Standard hip capping. m 24

F Overall size 280mm width x 200mm high. m 48

G m 24

H m 12

To Collection


A No 8

B No 8

C 250mm x 25mm Thick fascia board. m 48

D m 48

Galvanised iron no. 20 gauge as described gutter, including short lengths, jointings and all fixing accessories

Approved uPVC rainwater goods to BS 4576, jointed and fixed in accordance with the manufacturer's instructions, including short length, jointings, fixing accessories and all necessary painting

120mm x 80mm Rainwater down pipe, fixed to concrete or brickwall with approved holderbats.

120mm x 80mm Rainwater down pipe, laid on hardcore in trench including all necessary excavation.

Roof Finishes And Rainwater Goods

Approved uPVC rainwater goods to BS 4576, jointed and fixed in accordance with the manufacturer's instructions, including short length, jointings, fixing accessories and all necessary painting as described (cont'd)

Extra for bend, on 120mm x 80mm rainwater downpipe, including extra joints.

Extra for debris trap fixed to outlet, including extra joints.

Wrot pressure treated Grade 'B' timber

Prepare, knot, stop and prime with approved dull aluminium wood primer and paint one undercoat and two finishing coats of 'ICI' or approved equivalent gloss paint as specified, to

General surfaces of woodwork, exceeding 200mm but not exceeding 300mm girth.




E Exposed surfaces of gutter. m2 48

External Walls

F m2 81

G 230mm Thick brickwall. m 33

To Collection


External Walls (cont'd)

Miscellaneous

A No 134

Internal Walls

B m2 50

C 230mm Thick brickwall. m 17

Miscellaneous

Prepare and apply one coat of zinc phosphate primer, one undercoat and two finishing coats of "ICI" or approved equivalent gloss enamel paint, to

Brickwork, built in cement and sand (1:3) mortar as described

230mm Thick, including a layer of 'exmet' brick reinforcement at every fourth course.

Horizontal damp proof course as described, laid on brickwall (measured nett, no allowance made for lap)

6mm Diameter mild steel bar as bonding tie, 450mm long, one end hooked and cast into concrete and the other end built into joints of brickwall including forming perforation through formwork.

Brickwork, built in cement and sand (1:3) mortar as described

230mm Thick, including a layer of 'exmet' brick reinforcement at every fourth course.

Horizontal damp proof course as described, laid on brickwall (measured nett, no allowance made for lap)


KPM/SMKSP/2006 B11/3/10


D No 54

Doors

E No 2

F No 2

To Collection

ELEMENT NO. 3 : PENCAWANG TNB & MSB (cont'd)

Windows

A No 6

B No 2

Internal Wall Finishes

6mm Diameter mild steel bar as bonding tie, 450mm long, one end hooked and cast into concrete and the other end built into joints of brickwall including forming perforation through formwork.

Supply, deliver and install approved composite GRP/FRP louvre door, overall size 2400mm x 3000mm high, in two equal leaves, complete with aluminium anti-vermin netting on internal side, including door frame, all fixing accessories, ironmongeries and painting (Type AD 1).

Supply, deliver and install approved composite GRP/FRP louvre door, overall size 1500mm x 3000mm high, in two equal leaves, complete with aluminium anti-vermin netting on internal side, including door frame, all fixing accessories, ironmongeries and painting (Type AD 2).

Supply, deliver and install high level anodised aluminium frame fixed glass louvres window, overall size 2400mm x 800mm high in four equal panels, each panels complete with 5 nos. of 4mm thick clear louvres glass and anti-vermin wire netting internally including all fixing accessories and painting (Type FL 1).

Supply, deliver and install high level anodised aluminium frame fixed glass louvres window, overall size 3050mm x 800mm high in four equal panels, each panels complete with 5 nos. of 4mm thick clear louvres glass and anti-vermin wire netting internally including all fixing accessories and painting (Type FL 3).

19mm Thick cement and sand (1:4) plaster, mixed with an approved plasticiser as described, to


KPM/SMKSP/2006 B11/3/11


C Walls and columns. m2 180

D Trench walls. m2 104

E Plastered surfaces of walls and columns. m2 180

Internal Floor Finishes

F Floors. m2 46

G Cable trench base. m2 35

To Collection


Internal Ceiling Finishes

A Soffit, sides and soffit of beams. m2 89

B Plastered soffit, sides and soffit of beams. m2 89

External Finishes

Wall Finishes

C Walls and columns. m2 81

Prepare and apply one coat sealer and two coats of approved emulsion paint, to

19mm Thick cement and sand (1:3) as described paving, trowelled smooth, to


Prepare and apply one coat sealer and two coats of approved emulsion paint, to



KPM/SMKSP/2006 B11/3/12


D Plastered surfaces of walls and columns. m2 56

E m2 25

F No 1

Floor Finishes

G Aprons, laid to falls. m2 19

H m2 14

To Collection


External Finishes (cont'd)

Ceiling Finishes

A Soffit of roof slab. m2 33

B Plastered soffit of gutter slab. m2 33

External Works Within Lot Boundary

Fencing and Gate

Prepare and apply one coat sealer and three coats of approved 'ICI' or approved equivalent weathershield paint, to

Plastered walls and columns, in 150mm high strips.TNB logo and "TENAGA NASIONAL BERHAD" lettering to TNB's approval.

19mm Thick cement and sand (1:3) as described paving, trowelled smooth, to

Ramps, including forming 25mm x 25mm herring-bone groove lines at 50mm centres.


Prepare and apply one coat sealer and three coats of approved 'ICI' or approved equivalent weathershield paint, to


KPM/SMKSP/2006 B11/3/13


C m 84

D No 1

To Collection

ELEMENT NO. 3 : PENCAWANG TNB & MSB (cont'd)

Hardstanding

A m2 170

B m2 170

C m2 170

PVC coated galvanised chain link fencing, 2840mm high, consisting of 50mm diamond mesh No. 8 SWG galvanised chain link fence, with and including three strands of No. 8 SWG galvanised straining wire and three strands of approved barbed wire on top of fence, secured to and including 50mm x 50mm x 6mm thick galvanised mild steel angle post at 3.0m centres with 50mm x 50mm x 6mm thick galvanised mild steel struts and intermediate post, bottom end of post embedded into 375mm x 375mm x 600mm thick mass concrete Grade 20 footing complete with 325mm x 125mm concrete Grade 20 kerb, including all necessary excavation, formwork, reinforcement, drilling

Double leaves PVC coated galvanised chain link gate, overall size 2100mm x 2840mm high, each leaf constructed of 50mm diamond mesh No. 8 SWG galvanised iron chain link, with and including three strands of approved barbed wire on top of gate, secured to and including 100mm x 50mm x 3.2mm thick mild steel hollow section stiles, top rails, bottom rails and bracing, cut and welded at angles, with 2 Nos. 75mm diameter mild steel hollow section gate posts, bottom end of post embedded into 375mm x 375mm x 600mm thick mass concrete Grade 20 footing complete with end cover, fixing plate, barrel bolts, including all necessary excavation, formwork, reinforcement, drilling and painting.

External Works Within Lot Boundary

Excavate to reduce level, average 440mm deep, commencing from platform level.

Trim, level and grade formation to form required falls, gradients and cambers, well consolidated and compacted.

50mm Thick (consolidated) sub-base, spread, levelled, well rolled and compacted to falls and cambers.


KPM/SMKSP/2006 B11/3/14


D m2 170

E m2 170

F m2 170

G m2 170

To Collection


Collection

From Page B11/3/1

From Page B11/3/2

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From Page B11/3/4

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From Page B11/3/6

300mm Thick (consolidated) crusher run base course, spread, levelled, blinded with quarry dust, well rolled and compacted to falls and cambers.

50mm Thick bituminous premix binder course as described, spread, levelled, well rolled and compacted to falls and cambers.

One tack coat of bitumen emulsion as described, spread on binder course to receive wearing course.

40mm Thick bituminous premix wearing course as described, spread, levelled, well rolled and compacted to falls and cambers.


KPM/SMKSP/2006 B11/3/15


From Page B11/3/7

From Page B11/3/8

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From Page B11/3/12

From Page B11/3/13

Element No. 3 - Pencawang TNB & MSB RM

Carried to Summary of Bill No. 11

Sample BQ TNB (Double Chamber)

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Transcript of Sample BQ TNB (Double Chamber)