Prasarana Ima

8/3/2019 Prasarana Ima

1/97

Item Description Unit Quantity

1 PRELIMINARIES

All onligations, directions and instruction in these General Conditions

and Preliminaries (hereinafter referred to as "Preliminaries") are

directed at the Sub-Contractor, unless otherwise noted. The Sub-

Contractor shall ensure that all suxh obligations, directions and

instructions, directions and instructions are complied with whether by

himself or by his servants, agents, workmen or sub-contractors.

The Sub-Contractor is deemed to have included or allowed for

compliance with all requirements in these Preliminaries in the Sub-

Contract Sum, regardless of whether or not specific stipulations on

such inclusion have been in the clauses herein.

A Performance bond sum -

B Compliance with the Contracts. sum -

C Other (Please specify) : sum -

(a) (b)

(c )

(d)

(e)

(f) .

(g)

CARRIED TO COLLECTIONBQ 1/1

PRELIMINARIES (CONT'D)

Specified Requirements

Testing and Sampling

A Testing of all materials and works at an approved laboratory to

ensure compliance with the Specification including attendance for

additional tests not stipulated in the Specified.

sum -


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Setting Out

B Establishment of all necessary benchmarks for setting out of the

works

sum -

Pregress Re ort

C Preparation of monthly progress report as per Specification. sum -

D Provide monthly progress colour photographs as per Specification. sum -

Establishment and Maintenance of Nominated Sub-Contractor's

Officers etc.

E Establishment and removal of Nominated Sub-Contractor's offices,

workshops, stores and housing including utilities.

sum -

F Maintenance of Nominated Sub-Contractor's offices, workshops,

stores and housing including utilities for the duration of the works

sum -



Specified Requirements (Cont'd)

Safety Measures

A Nominated Sub-Contract to allow for the following safety measures

:-

sum -

(a) Provide and install all necessary protective netting or other

measures for the safety of workmen. To protect the public from all

risks of injury, especially from flying or falling objects, at all stages of

construction. Safety measures adopted shall satisfy the

requirements of the relevant Authorities. To allow for additional

measures reasonably that may be required by the E.R. or

Contractor.

(b) Allow here for providing protection to Nominated Sub-Contractor's plant and temporary works as may be necessary.


3/97

(c ) Provide all necessary measures for the proper protection of

materials, goods, completed work and partly completed work from

any form of damage or deterioration and against all weather

conditions, work activities or other potential causes of damage

including providing tarpaulins, guardrails, plywood, polystyrene and

any other types of coverings or protection (including a combination of

coverings or proection where required).

CARRIED TO COLLECTION

BQ 1/5



Drawings

A The Tenderer shall check and examine the drawings and he

accompanying tender documents to satisfy himself that allinformation necessary for preparing his tender has been provided.

Report any missing drawings, documents, pages or other

discrepancies to the E.R.. No claims for extra costs or time as a

result of non-examination will be considered.

Before commencing on any portion of the Sub-Contractor Works, the

Nominated Sub-Contractor shall check and verify all details and

dimensions shown in or on any of the drawings, specifications or

other documents which have been provided to him in connection with

the Sub-Contract Works and shall immediately notify the E.R. of any

discrepancy.

(a) Preparation, completion and submission of shop drawings for allSub-Contract Works in accordance with the requirement of the Sub-

Contract. Shop drawings for M&E works are to be measured

separately

(b) Preparation, completion and submission of as-built drawings for

the Sub-Contract Works in accordance with the requirement of the

Sub-Contract. As-built drawings for M&E works are to be measured

separately


BQ 1/6



COLLECTION PAGE

BQ 1/1


4/97

BQ 1/2

BQ 1/3

BQ 1/4

BQ 1/5

BQ 1/6

TOTAL FOR BILL NO. 1 CARRIED

TO SUMMARY OF TENDER SUM

BQ 1/7

BILL NO. 2

BILL

NO.

BILL DESCRIPTION PAGE NO. AMOUNT

(RM)

2.1.1 Piling B/Q2.1.1/6

2.1.2 Work Below Lowest Floor Finish B/Q2.1.2/5

2.1.3 Frame B/Q2.1.3/4

2.1.4 Upper Floor B/Q2.1.4/2

2.1.5 Roof B/Q2.1.5/5

2.1.6 Staircase and Handrailing B/Q2.1.6/9

2.1.7 External Wall B/Q2.1.7/3

2.1.8 Window B/Q2.1.8/2

2.1.9 Door B/Q2.1.9/4

2.1.10 Internal Wall & Partition B/Q2.1.10/2

2.1.11 Internal Wall Finishes B/Q2.1.11/2

2.1.12 Internal Floor Finishes B/Q2.1.12/2

2.1.13 Internal Ceiling Finishes B/Q2.1.13/2

2.1.14 External Finishes B/Q2.1.14/3


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2.1.15 Mechanical and Electrical B/Q2.1.15/18

TOTAL FOR OF PARK & RIDE FACILITIES AT STATION 4

CARRIED TO SUMMARY OF TENDER SUMBQ 2.1/1

2.0 PARK & RIDE FACILITIES

2.1 PARK & RIDE FACILITIES STATION 4

2.1.1 Piling (All Provisional)

Bored Cast In Place

Notes :

Notwithstanding the laid rules laid down in the Standard Method of

Measurement for Building Works for use in Malaysia - 2nd EditionMetric, the rates for piles and piling shall be deemed to include the

followings, namely:

1) Boring will be measured from ground level to include for

empty bore from ground level to the planned specified cut off level

(i.e. up to 75mm from bottom of pile cap) at ground level

2) Concrete and reinforcement are measured nett i.e. from the

bottom level of the bore to the planned specified cut off level (i.e. up

to 75mm from bottom of pile cap).

3) The rates for piles and piling are to include for :

a) All labour and materials for the complete pile inclusive of

wastage.

b) Any pre-boring required.

c) Normal wet weather delays.

d) Replacement of damaged piles and piles which failed under

test.

e) Standing time for equipment and labour due to all the foregoing

circumstances.

f) Backfilling and removal of surplus excavated material off the site

and including all temporary casing or bentonite drilling fluid.


6/97

g) All necessary materials and equipment for the alignment and

positioning of the piling equipment over undulating surfaces of site.

CARRIED TO COLLECTIONBQ 2.1.1/1


2.1.1 Piling (All Provisional) (Cont'd)

Bored Cast In Place (Cont'd)

Notes : (Cont'd)

3) The rates for piles and piling are to include for : (Cont'd)

h) All necessary materials and incidental works to piling including

removal of all obstructions.

j) Any first boring required etc. to determine length of piles.

k) Empty bore (other than for test pile mentioned above)

l) Before commencement, and after the completion of the piling

work, the Contractor shall engaged Licensed Surveyor to set out

the correct aligment and eccentricity of each pile strictly in

accordance with the E.R's layout drawings or any other layout

drawings deemed necessary and subsequently issued by the

Engineer during the progress of the piling works and submits

drawings for piles driven certified by the Licensed Survryor on

completion of the works.





A Allow for the supply and transportation to site all necessary piling

frames, plant, tools, equipment, staging, framing and platformsnecessary for supporting the piling plant in and around the site over

the position as required including any excavation that may be

associated with this item, for the complete execution of the piling

works including all handling, mobilising, assembling, maintaining,

dismantling and removing from site on completion and for any idling

time

Item


7/97

B Allow for the submission of records of all pile in duplicate duly

signed by the Contractor and the Engineer's representative and

delivered to the Engineer as the work proceeds

Item

C Allow for setting out and preparation of As-Built drawings Item

Bore only through whatever type of formation (except rock) whichmay be met and removed excavated materials off site including all

necessary coring, casing, lining and drilling fluid for

D 600mm diameter bored cast in places piles (In No. 37) m 1265

E 750mm diameter bored cast in places piles (In No. 208) m 8656

Supply and placing of reinforced concrete Grade 40 by tremie

method in diameter boreholes

F 600mm diameter boreholes m 1184

G 750mm diameter boreholes m 8112


BQ 2.1.1/3




High tensile bar reinforcement as described

A 10mm diameter high tensile bar reinforcement as described in pile

as spiral

kg 58,444

B 25mm diameter high tensile bar reinforcement as described in pile kg 30215

C 32mm diameter high tensile bar reinforcement as described in pile kg 420,239

Cut off pile head at required level including trimming, stripping,

dressing for key and strengthening and bending bar reinforcement in

positing for pile cap connections and remove all debris off the site

D 600mm diameter no. 37

E 750mm diameter no. 208


8/97

Carry out high strain dynamic test including preparation of pile head

and charges of specialist testing specialist sub-contractor.

F 750mm diameter no. 4

Carry out integrity shock test including charges of specialist testing

specialist sub-contractor.

G 750mm diameter no. 4

Carry out sonic logging test including charges of specialist testing

specialist sub-contractor.

H 750mm diameter no. 1




Bored Cast in Place (Cont'd)

A Provide all necessary equipment kentledge and labour, and test only

finish 750mm diameter working pile of twice the working load of

6000 kN as required by the E.R. including all other before the

commencing of the building works or on completion of piling work

no. 1


BQ 2.1.1/5

COLLECTION PAGE

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BQ 2.1.1/2

BQ 2.1.1/3

BQ 2.1.1/4

BQ 2.1.1/5

TOTAL FOR BILL NO. 2.1.1 CARRIED TO COLLECTION FOR

PARK & RIDE FACILITIES AT STATION 4BQ 2.1.1/6



9/97

2.1 PARK & RIDE FACILITIES AT STATION 4

2.1.2 Work Below Lowest Floor Finishes

Excavate and get out commencing from earthworks formation levels

A Pit for pile cap in depth exceeding 2.00 m but not exceeding 4.00m m3 1233

B Trench for ground beam in depth exceeding 0.25m but not

exceeding 1.00m

m3 525

C Reduce level for ground floor slab in depth not exceeding 0.25m m3 652

-------------------------------------

D Disposal on site and off site of excavated material arising fromexcavations, remainder load and car away within appropriate

distance to E.R's approval

m3 1601

E Filling to excavation for material arising from excavations including

the works up levels where direced within the site

m3 810


BQ 2.1.2/1

2.1 PARK & RIDE FACILITIES AT STATION 4 (CONTD'T)

2.1.2 Work Below Lowest Floor Finishes (Cont'd)

50mm thick lean concrete Grade 15 as described blinding screed,

apread and levelled under

A Pile cap m2 451

B Ground beam m2 808

C Concrete bed m2 3728

Vibrated reinforced concrete Grade 15 (ready to be hacked in future)

as described filled into formwork and well packed around

reinforcement in (Provisional)

D Ground beam m3 4

E Concrete bed m3 6

Vibrated reinforced concrete Grade 40 as described filled into

formwork and well packed around reinforcement in


10/97

F Pile cap m3 760

G Ground beam m3 361

H Column stump m3 49

J Concrete bed m3 559


BQ 2.1.2/2



High tensile bar reinforcement in straight and bends bars as

described

A 12mm diameter in pile cap kg 450

B 16mm diameter in pile cap kg 19430

C 20mm diameter in pile cap kg 18438

D 25mm diameter in pile cap kg 45872

E 32mm diameter in pile cap kg 55720

F 10mm diameter in ground beam as stirrups kg 10890

G 12mm diameter in ground beam as stirrups kg 81

H 12mm diameter in ground beam kg 37

J 16mm diameter in ground beam kg 8034

K 20mm diameter in ground beam kg 4823

L 25mm diameter in ground beam kg 14949

M 32mm diameter in ground beam kg 21989





11/97


described

A 10mm diameter in column stump as links kg 2713

B 12mm diameter in column stump kg 18

C 16mm diameter in column stump kg 221

D 20mm diameter in column stump kg 444

E 25mm diameter in column stump kg 462

F 32mm diameter in column stump kg 28206

G 10mm diameter in concrete bed kg 34273

H 16mm diameter in concrete bed kg 312

Sawn formwork as described to

J Sides of pile cap m2 1159

K Sides of ground beam m2 1816

L Sides of column stump m2 331


BQ 2.1.2/4

COLLECTION PAGE

BQ 2.1.2/1

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BQ 2.1.2/3

BQ 2.1.2/4



2.0 PARK AND RIDE

2.1 PARK AND RIDE STATION 4

2.1.3 Frame


12/97



A Column m3 887

B beam m3 2359

Vibrated reinforced concrete Grade 15 (ready to be hacked in future

as described filled into formwork and well packed around


C Beam m3 2


described

D 10mm diameter in column as links kg 15955

E 10mm diameter in beam as stirrups kg 77786

F 12mm diameter in beam as stirrups kg 356

G 12mm diameter in column kg 421

H 16mm diameter in column kg 11025

J 20mm diameter in column kg 7,217

K 25mm diameter in column kg 18,594

L 32mm diameter in column kg 179,280


BQ 2.1.3/1

2.1 PARK AND RIDE STATION 4 (CONT'D)

2.1.3 Frame (Cont'd)


described (cont'd)

A 12mm diameter in beam kg 2835

B 16mm diameter in beam kg 49310

C 20mm diameter in beam kg 46181

D 25mm diameter in beam kg 79055

E 32mm diameter in beam kg 299492


13/97


F Sides of column m2 5902

G Sides and soffit of beam m2 17713

-----------------------------------------------

H 63mm x 63mm x 6mm Thick mild steel to B.S. 15 as described

angle guard 800mm long ramset including painting to exposed

surfaces to concrete column and all necessary works


BQ 2.1.3/2

2.1 PARK AND RIDE STATION 4 (CONT'D)

2.1.3 Frame (Cont'd)

The Following in Lift Core Wall



A Wall exceeding 150mm but not exceeding 300mm thick m3 84

High tensile bar reinforcement ins traight and bends bars as

described

B 12mm diameter in wall kg 3519

C 16mm diameter in wall kg 1001

D 25mm diameter in wall kg 1918

sawn formwork as described to

E Sides of wall m2 60

F Extra Over for sides of wall to a height exceeding 3.50m high m2 280

Wrought formwork as described to

G Sides of wall m2 52

H Extra Over for sides of wall to a height exceeding 3.50m high m2 242

------------------------------------------


14/97

J Extra Over for forming door opening size 1300mm x 2250mm

including all necessary formwork

no. 12

(End of The Following in Lift Core Wall)


BQ 2.1.3/3

COLLECTION PAGE

BQ 2.1.3/1

BQ 2.1.3/2

BQ 2.1.3/3


PARK & RIDE FACILITIES AT STATION 4

BQ 2.1.3/4



2.1.4 Upper Floor


formwork and well packed around reinforced in

A 150mm thick suspended floor slab m3 4059

B 175mm thick suspended floor slab m3 6

----------------------------------------------

C Extra Over for forming scuper drain 200mm wide x 200mm deep

including all necessary bar reinforcement and formwork

m 96

D Extra Over for forming 100mm diameter outlet including all

necessary and formwork

no 24

Vibrated reinforced concrete Grade 15 (ready to be hacked in future)

as descibed filled into formwork and well packed around


E 150mm thick suspended floor slab m3 10

F 175mm thick suspended floor slab m3 1


described


15/97

G 10mm diameter in suspended floor slab kg 209,214

H 12mm diameter in suspended floor slab kg 10461


J Soffit of suspended slab m2 27092

K Edge of concrete not exceeding 250mm high m 39

-------------------------------------

L 300mm x 50mm heavy high tensile grating m 96


COLLECTION PAGE

BQ 2.1.4/1





2.1.5 Roof



A 150mm thick suspended roof slab m3 40

B 175mm thick suspended roof slab m3 1044

-------------------------------------------

C Extra Over for forming 230mm wide x 50mm deep scupper drain

including all necessary bar reinforcements and formworks

m 579

D Extra Over forming opening 150mm diameter rainwater downpipe no 30


described

E 10mm diameter in suspended roof slab kg 79446


16/97

F 12mm diameter in suspended roof slab kg 135


G Soffit of suspended roof slab m2 6026

H Edge of concrete not exceeding 250mm high m 579


BQ 2.1.5/1


2.1.5 Roof

Supply and dose 'XYPEX Admix C-1000NF' or other equal and

approved integral concrete waterproofing system by crystallization

effect at the dosage rate of 0.8% of the total cementitious contentbased on the proposed design mix, all strictly in accordance to

manufacturer's

A To slab m3 1088

Supply and apply three (3) coats of 'XYLASTIC-500' or other equal

and approved liquid applied seamless polyurethane waterproofing

membrane at the rate of 0.5kg/m2 per coat complete with a layer of

heavy duty fiber mesh reinforcement in between coating onto proper

prepared surface, all in accordance with manufacturer's instruction :

B To slab m2 3367

C Extra over for scupper drain m 579



2.1.5 Roof

Supply and lay 75mm thick cement and sand (1:3) protective screed

reinforced with a layer of BRC A6 cast in 1.2m x 1.2m panelcomplete with 25mm x 13mm movement joint in filled with

polyrethane sealant laid to fall, all in accodance with manufacturer's

instruction:

A To slab m2 3367

B Extra over for scupper drain m 579


17/97

C Allow for necessary ponding test to reinforced concrete flat roof item -

The Following in Reinforced Concrete Lift Roof

Vibrated reinforced concrete Grade 40 as described filled intoformwork and well packed around reinforcement in

D 200mm hick suspended lift roof slab m3 3


described

E 12mm diameter in suspended lift roof slab kg 294

Wrought formwork as described to

F Soffit of suspended roof slab m2 16

G Edge of concrete not exceeding 250mm high m 17

(End of The Following in Reinforced Concrete Lift Roof



2.1.5 Roof

unPlasticised Polyvinyl Chloride rainwater goods ans accessories toB.S 4576 solvent welded with and including joiners, brackets and ties

all in accordance with the manufacturer's instruction (Provisional)

A 100mm diameter rainwater downpipe fixed to brickwall with

approved brackets

m 330

B Extra over for bend no. 90

C Extra over for swan neck no. 30

D Extra over for dome grating no. 30

E 100mm diameter rainwater downpipe embedded in bed m 30

-----------------------------------------------

F Labour and material for connecting end of rainwater downpipe to

side drain including cement and sand (1:3) grounting (Provisional)

no. 30


18/97

G Prepare and apply two coats of approved first quality arcrylic weather

resisitent paint acrylic as "Jotosheild' or other equal and approved on

100mm diameter rainwater downpipe (Provisional)

m 330


BQ 2.1.5/4

COLLECTION PAGE

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BQ 2.1.5/3

BQ 2.1.5/4





2.1.6 Staircase, ramp and handrailing

The Following in Staircase


formwork and well packed around reinforcementin

A Staircase m3 57

B landing beam m3 6

C Landing slab exceeding 100mm but not exceeding 150mm thick m3 25


described

D 10mm diameter in staircase kg 787

E 12mm diameter in staircase kg 1542

F 10mm diameter in landing beam as stirrups kg 131

G 12mm diameter in landing beam kg 39


19/97

H 20mm diameter in landing beam kg 107

J 10mm diameter in landing slab kg 262

K 12mm diameter in landing slab kg 522



2.1.6 Staircase, ram and handrailing



A Sloping soffit of staircase m2 259

B Sides and soffit of landing beam m2 97

C Soffit of landing slab m2 166

D Undercut riser not exceeding 250mm deep m 832

E String of staircase maximum width 350mm including cutting to profile

of treads and risers

m 119

F Edge of landing slab not exceeding 250mm deep m 219

------------------------------------------------

G Provide railing comprising of 32mm x 9mm thick ,ild steel flat

balustrade to 900mm high, 50mm diameter x 3 mm thick mild steel

hollow section handrail to 900mm high and 16mm diameter x 2mm

thick mild steel hollow section intermediate rail at centres of 150mm,

all done in accordance to manufacturer's detail and E.R's approval

as shown on Drawing No. : T/AMG/F/STN04-P/AR/5254

H Extra Over for bend no. 132

J Extra Over for ramp no. 132

K Extra Over for stop end no. 18

25mm thick cement and sand (1:3) as described paving trowelled

smooth to

L Landing slab m2 166


20/97

M Tread 280mm wide m 832

N Extra Over for nosing tiles with 3 rows of grooving m 832


BQ 2.1.6/2




25mm thick cement and sand (1:3) as described paving (cont'd)

A Riser 156mm high m 924

B 100mm high skirting m 255

---------------------------------------------

13mm thick cement ans sand (1:6) mixed with an approved

plasticiser as described plainface

C Sloping soffit of staircase m2 259

D Sides and soffit of landing beam m2 97

E Soffit of landing slab m2 166

F String of staircase m 185

G Edge of concrete exceeding 100mm high but not exceeding 200mm

high

m 119

Prepare and apply one coat alkali resisting primer as 'Jotosealer 03'

or other equal and approved and two coats of firet quality emulsion

paint as "Jotaplast Max' or other equal and approved as described

on plastered SURFACES OF

H Sloping soffit of staircase m2 259

J sides and soffit of landing beam m2 97

K Soffit of landing slab m2 166

L String of staircase m 185

M Edge of concrete exceeding 100mm high but not m 119


21/97

(End of The Following in Staircase)



2.1.6 Staircase, ram and handrailing

The Following in Ramp



A 175MM THICK RAMP m3 380

B Landing beam m3 2

C Stringer beam m3 110

D Ramp beam m3 61

E Landing slab exceeding 100mm but not exceeding 150mm thick m3 6

F 150mm thick parapet wall m3 234

---------------------------------

G Extra over for forming 150mm wide x 50mm deep scupper drain laid

to fall including all necessary formworks

m 1918

H Extra over for forming 25mm wide groove line with 175mm spacing m2 2431


described

J 10mm dia,eter in ramp kg 17151

K 10mm diameter in landing beam as stirrups kg 58

L 16mm diameter in landing beam kg 75

M 32mm diameter in landing beam kg 166





22/97



described (Cont'd)

A 10mm diameter in stringer beam as stirrups kg 642

B 12mm diameter in stringer beam as stirrups kg 3411

C 16mm diameter in stringer beam kg 3924

D 20mm diameter in stringer beam kg 3203

E 25mm diameter in stringer beam kg 6031

F 32mm diameter in stringer beam kg 289

G 10mm diameter in ramp beam as stirrups kg 125

H 12mm diameter in ramp beam as stirrups kg 515

J 16mm diameter in ramp beam kg 354

K 25mm diameter in ramp beam kg 718

L 32mm diameter in ramp beam kg 1549

M 10mm diameter in landing slab kg 233

N 10mm diameter in parapet wall kg 6361




The Following in Ram


A Sloping soffit of curved ramp (Various radius) for sloping over 15degrees from horizontal

m2 2111

B Sloping soffit of straight ramp for sloping over 15 degrees from

horizontal

m2 319

C Sides and soffit of landing beam m2 14


23/97

D Sides and sloping soffit of curved stringer beam (various radius) for

sloping over 15 degrees from horizontal

m2 778

E Sides and sloping soffit of straight stringer beam for sloping over 15

degrees from horizontal

m2 271

F Sides and soffit of ramp beam m2 429

G Soffit of landing slab m2 33

H Sides of vertical parapet wall m2 3113


BQ 2.1.6/6




A Provide railing comprising of 32mm x 9mm thick mild steel flat

balustrade to 900mm high, 50mm diameter x 3mm thick mild steel

hollow section handrail to 900mm high and 16mm diameter x 2mm

thick mild steel hollow section intermediate rail at centres of 150mm,

all done in accordance to manufacturer's detail and E.R.'s approval

as shown on Drawing No.: T/AMG/F/STN 04-P/AR/5254.

m 79

B Extra Over for bend no. 5

C Extra Over for ramp no. 5

D Extra over for stop end no 2

E 25mm thick cement and sand (1:3) as described paving trowelled

smooth to landing slab

m2 33

13mm thick cement and sand (1:6) mixed with an approved

plasticiser as described plainface

F Sloping soffit of ramp slab m2 2431

G Soffit of landing slab m2 33

H Sides and soffit of stringer beam m2 1049

J Sides and soffits of landing beam m2 14

K Sides and soffits of ramp beam m2 429


24/97

L Sides of wall m2 3113

Prepare and apply one coat alkali resisting primer as 'Jotoshield

Primer 07' or other equal and approved and two coats of weather

resisting acylic equal and approved and two coats of weather

resisting acylic paint as 'Jotosheild' or other equal and approved as

described on plastered surfaces of

M Sloping soffit of ramp slab m2 2431

N Soffit of landing slab m2 33


BQ 2.1.6/7




Prepare and apply one coat alkali resisting primer (Cont'd)

A Sides and soffit of stringer beam m2 1049

B Sides and soffits of landing beam m2 14

C Sides and soffits of ramp beam m2 429

D Sides of wall m2 3113

(End of The Following in Ramp)


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25/97

BQ 2.1.6/8



BQ 2.1.6/9



2.1.7 External Wall

A Reinforced concrete Grade 25 as described filled into formwork and

well packed around reinforcement in vertical stiffener

m3 5

B 6mm diameter mild steel bar reinforcement as described in stiffeneras links kg 218

C 12mm diameter high tensile bar reinforcement as described in

stiffener

kg 1065

D Sawn formwork as described to sides of stiffener m2 143

E Halfwall in common bricks in composition mortar as described

reinforcement as described

m2 1410

F Half brickwall in common bricks in composition mortar as described

as parapet wall

m2 1367

G Horizontal damp proof course as described laid on half brickwall

(measured nett-no allowance made for laps

m 310

H 6mm diameter mild steel to B.S. 15 as described bonding tie 375mm

long, one end hooked and cast in concrete ans the other end buil

into joints of brickwork including perforation in formwork

no. 912

J Supply and install 'Luxalon Aluminium Sun Louvres Type 132S

(Module 140mm c/c)' or other equal and approved louvres including

supporting frames and all other necessary works, all done in

accordance to the manufacturer's specification and instruction.(Provisional)

m2 288




26/97

2.1.7 External Wall

The Following in Railing

A Provide railing comprising of 32mm x 9mm thick mild steel flat

balustrade to 900mm high, 50mm diameter x 3mm thick mild steel

hollow section handrail to 900mm high and 16mm diameter x 2mmthick mild steel hollow section intermediate rail at centres of 150mm,

all done in accordance to manufacturer's detail and E.R's approval

as shown on Drawing No. : T/AMG/F/STN 04-P/AR/5254.

m 1614

B Extra Over for bend no. 20

C Extra Over for one end to be fixed to brickwall or concrete wall no. 396

(End of The Following in Railing


COLLECTION PAGE

BQ 2.1.7/1

BQ 2.1.7/2





2.1.8 Window


well packed around reinforcement in lintol

m3 0.2

B 6mm diameter mild steel bar reinforcement as described in lintol as

stirrups

kg 5

C 12mm diameter high tensile bar reinforcement as described in lintol kg 11

D Sawn formwork as described to sides and soffit of lintol m2 6


27/97

Note : The

size given hereunder serve only as a guide to tendering and the

Contractor shall supply all the units in accordance with the site

measurement and no claims will be entertained for any discrepancy

between the Drawings, Bills of Quantities and Site Measurement.

E Supply, deliver to site and fix powder coated aluminium framed

louvres window overall size 1800mm x 600mm high in 3 Nos. of

equal panel of aluminium louvres as 'Luxalon 132S Sun Louvres' or

equivalent and approved with and including aluminium framing,

louvres as described, aluminium glazing beads, neoprene glazing

gasket, all requisite neoprene weather strips, silicone sealant fillet,

fixing screws, apinting to louvres, anti vermin netting fixed inside and

all necessary ironmongery and othe accessories, all in acordance to

manufacturer's detail and E.R's approval as shown on Drawing No.:

T/AMG/F/STN 04-P/AR/8011 (Type LW3)

no. 2


BQ 2.1.8/1

COLLECTION PAGE

BQ 2.1.8/1





2.1.9 Door


well packed around reinforcement in lintol

m3 2

B 6mm diameter mild steel bar reinforcement as described in lintol as

stirrups

kg 87

C 10mm diameter high tensile bar reinforcement as described in lintol kg 220

D Sawn formwork as described to sides and soffit of lintol m2 44


28/97

Note : The

size given hereunder serve only as a guide to tendering and the

Contractor shall supply all the units in accordance with the site

measurement and no claims will be entertained for any discrepancy

between the Drawings, Bills of Quantities and Site Measurement.

Factory spray painted polyurethane (PU) painted steel framed, steel

door panel as 'TACAM' or other equal and approved complete with

necessary door features, i.e vision panel, bottom louvres, comprising

of 1.5mm thick electro-galvanised steel frame and 1.0mm thick

electro-galvanised steel door with honeycomb paper infill, including

associated fixing strap bars, ironmongery (measured separately) and

cementatious grout to door frame, all to manufacturer's details and

E.R's approval as shown on Drawing No.: T/AMG/F/STN 04-

P/AR/8011

E Overall size 900mm x 2100mm (Type D3) no. 32

F Overall size 2000mm x 2100mm (Type D10) no. 3


BQ 2.1.9/1


2.1.9 Door

A Factory spray painted polyurethane (PU) painted BOMBA approved

Fire Rated steel framed, steel door panel as 'TACAM' or other equal

and approved overall size 900mm x 2100mm high comprising of

1.5mm thick electro-galvanised steel frame and 1.0mm thick electro-galvanised steel door with honeycomb paper infill, including

associated fixing strap bars, ironmongery (measured separately) and

cementatious grout to door frame, all to manufacturer's details and

E.R's approval as shown on Drawing No.: T/AMG/F/STN 04-

P/AR/8011 (Type FD3)

no. 32

Supply and fix the following or other equal and approved

ironmongeries unless otherwise stated including all necessary

matching screws, all done in accordance to the manufacturer's

instructions

B DOLD S/S SUS 304, 100 x 75 x 3mm Concealed Knuckle BearingButt Hinge

no. 280

C BRINTON 1120B (EN2 - 4) Adjustable Door Closer with Back Check no. 70

D ABLOY LC204/LC6112 Lockset (Entrance) no. 32


29/97

E ABLOY LC4193 Lockset (Nightlatch) no. 32

F ABLOY LC200 Lockset (Entrance) with Turn Indicator no. 3

G ABLOY FORUM 4/007/A9 Lever Handle (Both sides lever) no. 35

H ABLOY FORUM 4/029/A9 Lever Handle (Lever inside only, Blankescutheon outside)

no. 32

J DOLD PH200 Stainless Steel 200mm Pull Handle (Grub screw

fixing)

no. 32

K ABLOY CY028P Cylinder Thumbturn no. 32

L ABLOY CY 060P Half Cylinder no. 32



2.1.9 Door

Supply and fix the following or other equal and approved

ironmongeries. (cont'd)

A ABLOY CY037P Half Cylinder no. 3

B DOLD S/S DHO071SS Wall Mounted Door Stopper no. 64

C SUEHIRO Manual 3001 Extension Flush Bolt (300mm length) no. 6

D ABLOY EA 281 Lead Cover (Wire Transfer) no. 3

E Construction & Master Key Surcgarge no. 67


COLLECTION PAGE

BQ 2.1.9/1

BQ 2.1.9/2

BQ 2.1.9/3




30/97


2.1 PARK & FACILITIES AT STATION 4

2.1.10 Internal Wall and Partition

A Reinforced concrete Grade 25 as described filled into formwork andwell packed around reinforcement in stiffener (Provisional)

no. 0.1

B 6mm diameter mild steel bar reinforcement as described in stiffener

as links (Provisional)

no. 3

C 12mm diameter high tensile bar reinforcement as described in

stiffener (Provisional)

no. 10

D Sawn formwork as described to sides of stiffener (Provisional) no. 2

E Half brickwall in common bricks in composition mortar as described

reinforced with and including brick reinforcement

no. 169

F Horizontal damp proof course as described laid on half brickwall

(measured nett-no. allowance made for laps)

no. 60

G 6mm diameter mild steel to B.S. 15 as described bonding tie 375mm

long, one end hooked and cast in concrete and other end built into

joints of brickwork including perforation in formwork

no. 240


BQ 2.1.10/1

COLLECTION PAGE

BQ 2.1.10/1





2.1.11 Internal Wall Finishes

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

plasticiser internally as described plainface to wall and column

m2 2007

B Prepare and apply one coat alkali resisting primer as 'Jotosealer 03'

or other equal and approved and two coats of first quality emulsion

paint as'Jotaplast Max' or other equal and approved on plastered

surfaces of wall and column

m2 2007


31/97


BQ 2.1.11/1

COLLECTION PAGE

BQ 2.1.11/1





2.1.12 Internal Floor Finishes

A 25mm thick cement and sand (1:3) as described paving trowelledsmooth m2 129

B To carry out surfaces preparation with 'Captive shot Blasting to dust

free' or other equal and approved, apply one coat of 'Fosroc

Notoprime 31 Epoxy Primer, Fosroc Notoflor FC 150(M) Solvent

Free' or other equal and approved, High Build Chemical Resistance

Epoxy Resin Floor Coating system' or other equal and approved of 2

coats @ 200 micron thick per coat with first op coat dressed with

"Notoflor Antislip Grain' or other equal and approved, all in

accordance with the manufacturer's instruction.

m2 129

C Supply and lay approved non-metalic floor hardener applied at rae of

4 kg per square metre monolithically to freshly float cement and sandscreed including mechanically floating as described to floor

m2 129


COLLECTION PAGE

BQ 2.1.12/1



BQ 2.1.12/2



2.1.13 Internal Ceiling Finishes


32/97

A 12mm thick cement sand (1:6) mixed with an approved plasticiser

plainface of concrete soffit, sides and soffit of beam

m2 187

B Prepare and apply one coat alkali resisting primer as 'Jotosealer 03'

or other equal and approved and two coats of first quality emulsion

paint as 'Jotaplast Max' or other equal and approved on general

surfaces of plastered surface of concrete soffit, sides and soffit ofbeam

m2 187


BQ 2.1.13/1

COLLECTION PAGE

BQ 2.1.13/1



BQ 2.1.13/2



2.1.13 External Finishes

A Mechanical power trowel finish with SR 2 flatness 5mm over 3m

span to general surface of unset concrete

m2 31,400

To carry out surface preparation with 'Captive shot Blasting todust

free' or oher equal and approved, apply one coat of 'Fosroc

Notoprime 31 Epoxy Primer, Fosroc Nitoflor FC 150TX SolventBased, High Texture Anti Slip Epoxy Resin Floor Coating system' or

other equal and approved of 1.0mm thick texture coat and 200

micron thick top coat, all in accordance with manufacturer's

instruction to

B Intermediate Slab m2 27032

C Ramp m2 2431

D 100mm wide parking line in continuous line m 11586

E 600mm wide pedestrian marking m 2986

F Directional signals - single arrow head (Provisional) no. 58

G Directional signals - double arrow head (Provisional) no. 7

H Motorcycle bay numbering (digit) to approval no. 712


33/97

J Carpark bay numbering (digit) to approval no. 2353

K Handicap wheel chair sign to approval no. 9

To carry out surface preparation with 'Captive Shot Blasting to dust

free' or other equal and approved, apply one coat of fosroc Nitoprime

31 Epoxy Primer, one layer 5.0 mm hick Fosroc Notoflor FC 150TXSolvent Based, high Texture Anti Slip Epoxy Resin Floor Coating

system' or other equal and approved of 1.0mm thick texture coat and

200 micron thick top coat, all in accordance with the manufacturer's

instruction to

L Ground floor slab m2 4368



2.1.13 External Finishes

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

plasticiser internally as described plainface to

A Wall and column m2 4353

B Isolated column m2 2041

Prepare and apply one coat alkali resisting primer as 'Jotoshield

Primer 07' or other equal and approved and two coats of weather

resisting acylic paint as 'Jotoshield' or other equal and approved on

plastered of

C Wall and column m2 4353

D Isolated column m2 2041

----------------------------------------------

E 530mm long x 50mm wide mild steel column guard including fixing to

column and necessary accessories to E.R's approval (Provisional)

no. 2326

F 12mm thick cement and sand (1:6) mixed with an approvedplasticiser internally as described plainface of concrete soffit, sides

and soffit of beam

m2 31659


34/97

G Prepare and apply one coat alkali resisting primer as 'Jotoshield 07'

or other equal and approved and two coats of weather acrylic paint

as 'Jotoshield' or other equal and approved on general surfaces of

plastered surface of concrete soffit sides and soffit of beam

m2 34659


COLLECTION PAGE

BQ 2.1.14/1

BQ 2.1.14/2





2.1.15 Mechanical and Electrical

Electrical boards

Sub Switchboards and Distribution Boards

Supply, delivery and installation of Sub Switchboards and Distribution

Boards c/w Breakers, Couplers, Sectioners, Meters, Indicating

Lights, Relay, PFR, Anti-Condensation, SCADA Interface, EarthingSystem, SPDs, CTS, Isolators, Fuses, Switches, Time Switch,

Termination, 13A SSO with built in ELCD, cable box or gland to suit

the connection of electrical supply as per drawings and all other

accessories as per drawings and specifications though not

listed/described but deemed necessary and essential for proper and

safe operation of equipment/installation.

A MDB-CP lot 1

B DB-CPG lot 1

C DB-CP1 lot 1

D DB-CP2 lot 1

E DB-CP3 lot 1

F DB-CP4 lot 1


35/97

G DB-CP5 lot 1

H DB-CP6 lot 1

J DB-CPR lot 1




Electrical boards

Earthing System

A DB Complete solid earthing system using copper tape, earth bar,connection/termination, testing from DB to earth bar only lot 1

Testing and Commissioning

B Testing and commissioning of the whole Distribution Boards as

described in drawings and specifications

lot 1

Factory Acceptance Test

C Complete Factory Acceptance test at Manufacturer's Works for 7

representative as described in the technical specifications

lot 1

Defects Liability Period

D Service and maintenance during Defects Liability Period lot 1




Electical distribution system

Submains and Final Cub-Circuit Cables


36/97

Supply, delivery and installation of Submains and Final Sub-Circuit

Cables inclusive of CPC Cables, Hot Dipped Galvanised

Ladder/Tray/Trunking/Underfloor Trunking /GI Conduit/Buried PVC

Conduit, Cable Glands, Labeling, Identifications, Markers,

Terminations, Metal Clad Back Boxes, Connections of electrical

supply and all other accessoreis as per drawing and specifications

though not listed/desribed but deemed necessary and essential forproper and safe operation of equipment/installation

Final Circuits

A Lighting pint using 2 x 1.5 sq.mm PVC Cu. c/w 1 + 1.5 sq.mm PVC

CPC Cable c/w/ terminations

no. 1630

B Power point using 2 x 2.5 sq.mm PVC Cu. + 1 x 2.5 sq.mm PVC

CPC Cable c/w terminations

no. 80

C Air-conditioning point usingg 2 x 4.0 sq.mm PVC Cu. c/w 1x 4.0sq.mm PVC CPC Cable c/w terminations no. 8

D Exhaust Fan C/P using 4 x 4.0 sq.mm PVC Cu. c/w 1 x 4.0 sq.mm

PVC CPC Cable c/w terminations

no. 4


E Testing and commissioning of the whole cabling system as

described in drawing and specifications

lot 1


F Service and maintenance during Defects Liability Period lot 1




Electical distribution system

Welding of lighting protection system column from ground to

roof


37/97

A To supply and install the welding for each column of rebar to rebar

for existing earthing connection using exothermic process for the

earth system, from existing earthing rebar at ground level, 95 sq.mm

earth cable to the steel columns and 95sq.mm cable to the roof with

20 Cadwelds minimum at each column inclusive of accessories,

bonding points, etc as indicated in detail drawings and specification

lot 17

Air Teminal

B Supply and install complete air terminals inclusive of all connections

to earth cable loop, base, bonding points, spacers, saddles, copper

tape and all other accessories as per drawings and specifications

though not listed/described but deemed necessary and essential for

proper and safe operation of equipment/installation

no. 17

Air Terminal Cooper Tape Looping

C Supply, deliver and install 3mm x 25mm cooper tape to loop

between air terminals inclusive of spacer, sdaales and all other

accessories as per drawings and specification though not

listed/described but deemed necessary and essential fot proper and

safe operation of equipment/installation

m 300

Earth Cable from Earth Pit to Room Earthing Bar

D Supply, deliver and install 150 sq.mm PVC copper cable from Earth

pit to earth bar terminals inclusive of GI conduits, sleaves,

connections and all other accessories as per drawings and

specifications though not listed/described but deemeed necessary

ans essential for proper and safe operation of equipment/installation

m 150




Earthing & Lighting protection system (cont'd)

Room Earthing Bar

A Supply, deliver and install copper room earthing bar inclusive of

spacers, test link, nuts, bolts, connections and all other accessories

as per drawing and specifications though not listed/desribed but

deemed necessary and essential for proper and safe operation of

equipment/installation

lot 6


38/97


B Testing and commissioning of the whole Earthing ans Lighting

Protection system as described in drawing and specifications

lot 1


C Service and maintenance during Defects Liability Period lot 1


BQ 2.1.15/5



Electrical Fittings

Light Fittings

Supply, delivery and installation of light fittings inclusive of Cable

Glands Labeling, Identifications, Markers, Treminations, Back

Boxes, Connections of electrical supply and all other accessories as

per drawings and specifications though not listed described but



A Type L14 - Fluorelite 2 x 36W surface Mounted Bare Channel

Flourescent fitting c/w tube

no. 1200

B Type L50 - Schreder 70W High Pressure Sodium Vapour Bollard no. 70

C L89 - Fluorelite 2 x 18W Surface Type Staircase Light no. 50

D L90 - Fluorite 2 x 18W Surface Type Staircase Light with backup

battery

no. 50

E L86 - 2 x 13W Surface Slim Line 'Keluar' Sign no. 30

F L88 - 1 x 13W Surface Emergency Exit Light no. 130


G Testing and commissioning of the whole Electrical Fittings asdescribed in drawing and specifications

lot 1


H Service and maintenance during Defects Liability Period lot 1



39/97

BQ 2.1.15/6



Power & Miscellaneous Outlets

Supply, delivery and installation of Power Outlets inclusive of Cable

Glands, Labeling, Identifications, Markers, Terminations, Back

Boxes, Connections of electrical supply and all other accessories as

per drawings and specifications though not listed/desribed but



A Type P19 13A Metalclad Switched Socket Outlet no. 60

B Type P57 13A Weatherproof Switched Socket Outlet no. 20

C Type P73 Switches lot 1


D Testing and commissioning of the whole Power Outlets as described

in drawing and specifications

lot 1


E Service and maintenance during Defects Liability Period lot 1


BQ 2.1.15/7



Power & Miscellaneous Outlets

E & M System's cable Tray/Trunking

A Supply, delivery and installation of E&M System's cable

tray/trunking/Underfloor Trunking inclusive in accordance to

drawings and E&M System's requirements and all other accessoriesas per drawings and specifications though not listed/described but





40/97

B Testing and commissioning of the whole E&M System Cable

Tray/trunking as described in drawing and specifications

lot 1


C Service and maintenance during Defects Liability Period lot 1




Fire Alarm System

Supply, installation, testing and commissioning of the complete Fire

Detedtion and Alarm System in accordance with the specification

and tender drawings comprising but not limited to the following :-

Fire Detection Unit

A Smoke Detectors no. 15

B Heat Detector no. 15

C Break Glass Call Points no. 35

D Strobe Light no 15

E Electric Sounder no. 15

F Main Fire Alarm Control & MIMIC Panel c/w internal and external

cabling, controls, interfaces, logic display, printer units, batteries,

battery charger, lightning surge arrestor and/or tender drawings

lot 1




Fire Alarm System

Wiring - the complete looping cables connections all addresses,

isolator, trip, interface unit and all other accessories including

connection to total flooding control panel with Main Fire Alarm Panel


41/97

A As Per Tender Drawing Indication m 400

B CMS Connection to Bomba and provision for SCADA (Supervisory

Control and Data Acquisition) connection system

lot 1

C Testing and commisioning as per specification lot 1

D Items not included in the above shown on the drawings, described in

the specification required by the legislation or obviously necessary

for the successful completion and satisfactory operation of the entire

installation. If none is required, please write 'NIL' otherwise full

details of the items are to be given :- 1)

2)




Hose Reel System (Cont'd)

To supply and install hose reel pipework of Class 'C' galvanised steel

pipe conforming to BS 1387 : 1987 :

A 50mm diameter m 500

B 75mm diameter m 100

C To supply and install Hose Reel complete with hose reel cabinets,

hoses, mounting brackets, nozzles, stop valves, automatic air

valves, fittings and all other with other associated accessories as per

specifications and/or tender drawings

lot 1

D To supply and install screwed connections on threaded joints to all

the pipe joints 50mm diameter and below with other associated

accessories as per specification and/or tender drawings

lot 1

E To supply and install Hose Reel complete with hose reel cabinets,

hoses, mounting brackets, nozzles, stop valves, fitting and all otherassociated accessories as per specifications and/or tender drawings

lot 1

F Painting, directional sign indications and all warnings sign boards to

Bomba's requirement

lot 1


42/97

G Testing and commissioning as per specification and Bomba

Requirements

lot 1

H Hose Reel Water Tank as per tender Drawing (Hot Dipped

Galvanised Press steel Tank) to Authority approval. Tank Size: 1.2

m x 4.8 m x 2.4 m (H)

J Items not included in the above shown on the drawings, described in





2)




Portable Fire Extinguiher

Supply, deliver and install the fire extinguishers in accordance with

the specifications and/or tender drawings comprising with the

followings :

Fire Extinguishers Unit

A 9 Kg dry powder fire extinguisher c/w brackets no. 30

B 5 Kg carbon dioxide extinguisher c/w brackets no. 20

C Heavy gauge steel cabinets for the above fire extinguisher c/w

painting (one primer coat, one undercoat and two finishing coat, side

ventilation louvres, wire mesh glasses at cabinet doors, master key

system and instruction plates in Bahasa Malaysia and English)

lot 1

D Testing and commissioning as per specifications lot 1

E Items not included in the above shown on the drawings, described in

the specification required by the legislation or obviously necessaryfor the successful completion and satisfactory operation of the entire



2)



43/97

BQ 2.1.15/13



AIR CONDITIONING AND MECHANICAL VENTILATION SYSTEM

Air Coolled Split Unit Air Conditioning

To supply, install, test and commission the following as per drawings

and specifications complete with cable termination at both end and

all necessary accessories:

A Indoor and Outdoor units complete with all its accessories as per

specification and tender drawings

lot 1

B Refrigerant copper piping inclusive of closed cell rubber insulation,fittings, brackets and all other necessary accessories as per

Specification and Tender Drawings

lot 1

C Hot Dipped Galvanized Metal trunking for exposed refrigerant copper

pipes

lot 1

D Adjustable temperature sensor for all the System room & TPSS

room as per specification and /or drawings

lot 1

E 1 inch UPVC condensate drain pipe c/w closed cell rubber insulation,

fittings, brackets and all other necessary as per specification and /or

drawings

lot 1

F Hot dipped galvanized steel frame for mounting of outdoor

condensing units c/w all other necessary accessories as per

specifications and/or drawings

lot 1

G Air Grilles/ Diffusers as per Specifications and Drawings lot 1

Electrical works :- lot 1

H Switchboards for FCU inclusive of all control wirinf, relays, starter,

single phasing/ under voltage protection and all the necessary

accessories as per Specification and/ or Tender Drawing

lot 1





44/97


Air Coolled Split Unit Air Conditioning

Electrical works :-

A Cabling and wiring lot 1

B single protection for 3-phase motors lot 1

C Power factor correctionfor the motors lot 1

D Supply and install wired controller with LCD display control c/w

control box, wiring and other necessary accessories for each of the

following split unit A/C system including with the condenser unit:

lot 1

E FC / 3 / STN04 - 01 & 02 no. 2

-----------------------------------

F Testing and commissioning for each AC system lot 1

G Provision for fire alarm interfacing works to AC Unit. Please refer to

detail Specification/ Drawing

lot 1

H Items not included in the above shown on the drawings, described in



installation. If none is required, please write 'NIL' otherwise fulldetails of the items are to be given :- 1)

2)





Mechanical Ventilation Fan

To supply, install, test and commission the following as per drawings

and specifications complete with cable termination at both end and

all necessary accessories:


45/97

A Mechanical ventilation fan complete with TEFC motors, vibration

isolators, hangers and support, flexible connection, accoustic

silencer and all other accessories to complete as per Specification

and ? Or Drawings

lot 1

B Bare G.I duct complete with turning/guide vanes splitter hangersreducers, Tee, elbows of the duct and all other necessary

accessories for supply and return air ductwork as per Specification

and / or Tender Drawings

lot 1

C Aluminium construction exhaust air grilles and diffuser as per

Specification and Tender Drawings

lot 1

D All electrical work inclusive of all wirings, switchboard complete with

starters, single phasing protection, under voltage protection, power

factor correction, indication lights and all the necessary accessories

as per Specification adnTender Drawings

lot 1

For each of the following Exhaust Fan system:

E EF / G / STN04 - 09 no 1

F Items not included in the above shown on the drawings, described in





2)




Miscellaneous

A Preparation and submission of method statement, material, shop

drawings and all other necessary submittals for approval before

commencement of Work

lot 1

B Preparation and submission of As-built Drawings, Operation and

Maintenance Manuals (O&M)

lot 1

C Service and maintenance of the complete system during the Defects

Liability Period

lot 1

D Training of Employer's Personnel lot 1


46/97


COLLECTION PAGE

BQ 2.1.15/1

BQ 2.1.15/2

BQ 2.1.15/3

BQ 2.1.15/4

BQ 2.1.15/5

BQ 2.1.15/6

BQ 2.1.15/7

BQ 2.1.15/8

BQ 2.1.15/9

BQ 2.1.15/10

BQ 2.1.15/11

BQ 2.1.15/12

BQ 2.1.15/13

BQ 2.1.15/14

BQ 2.1.15/15

BQ 2.1.15/16

BQ 2.1.15/17



BQ 2.1.15/18


47/97

Tender

Rate Amount

Cost

Rate Amount


48/97


49/97


50/97


51/97


52/97


53/97


54/97


55/97


56/97


57/97


58/97


59/97


60/97


61/97


62/97


63/97


64/97


65/97


66/97


67/97


68/97


69/97


70/97


71/97


72/97


73/97


74/97


75/97


76/97


77/97


78/97


79/97


80/97


81/97


82/97


83/97


84/97


85/97


86/97


87/97


88/97


89/97


90/97


91/97


92/97


93/97

Item Description Unit Quantity

3 PROVISIONAL SUMS

Signages

3.1 Provide the Provisional Sum of Ringgit Malaysia : Twenty

Thousand Only (RM20,000.00) for Signages to be used as directed

by the E.R. and to be deducted in whole or in part if not required

Prov. Sum

Guard House

3.2 Provide the Provisional Sum of Ringgit Malaysia : Fifteen

Thousand Only (RM15,000.00) for Signages to be used as directed

by the E.R. and to be deducted in whole or in part if not required

Prov. Sum

Boom Gate

3.3 Provide the Provisional Sum of Ringgit Malaysia : Forty Thousand

Only (RM40,000.00) for Signages to be used as directed by the E.R.

and to be deducted in whole or in part if not required

Prov. Sum

Roof Garden

3.4 Provide the Provisional Sum of Ringgit Malaysia : Eight Hundred

Fifty Thousand Only (RM850,000.00) for Signages to be used as

directed by the E.R. and to be deducted in whole or in part if not

re uired

Prov. Sum

Refuse Bin

3.5 Provide the Provisional Sum of Ringgit Malaysia : Fifteen

Thousand Only (RM15,000.00) for Signages to be used as directedby the E.R. and to be deducted in whole or in part if not required

Prov. Sum


COLLECTION PAGE


94/97

BQ 3/1

TOTAL FOR BILL NO.3 CARRIED TO SUMMARY OF TENDER

SUM

BQ 3/2


95/97

Rate (RM) Amount (RM)

20,000.00

15,000.00

40,000.00

850,000.00

15,000.00

940,000.00


96/97

940,000.00

940,000.00


97/97

Item Description Page No. Amount (RM)

1 PRELIMINARIES BQ 1/7

2 PARK & RIDE FACILITIES AT STATION 4 BQ2/1

3 PROVISIONAL SUMS BQ3/2 940,000.00

TOTAL RINGGIT MALAYSIA (Carried to the Form of Tender) RM

STS 1/1

Documents

Prasarana Ima