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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 -
CARRIED TO COLLECTIONBQ 1/2
PRELIMINARIES (CONT'D)
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.
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(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
PRELIMINARIES (CONT'D)
Specified Requirements (Cont'd)
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
CARRIED TO COLLECTION
BQ 1/6
PRELIMINARIES (CONT'D)
Specified Requirements (Cont'd)
COLLECTION PAGE
BQ 1/1
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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.
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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 PARK & RIDE FACILITIES STATION 4
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.
CARRIED TO COLLECTIONBQ 2.1.1/2
2.1 PARK & RIDE FACILITIES STATION 4
2.1.1 Piling (All Provisional) (Cont'd)
Bored Cast In Place (Cont'd)
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
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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
CARRIED TO COLLECTION
BQ 2.1.1/3
2.1 PARK & RIDE FACILITIES STATION 4
2.1.1 Piling (All Provisional) (Cont'd)
Bored Cast In Place (Cont'd)
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
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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
CARRIED TO COLLECTIONBQ 2.1.1/4
2.1 PARK & RIDE FACILITIES STATION 4
2.1.1 Piling (All Provisional) (Cont'd)
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
CARRIED TO COLLECTION
BQ 2.1.1/5
COLLECTION PAGE
BQ 2.1.1/1
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
2.0 PARK & RIDE FACILITIES
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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
CARRIED TO COLLECTION
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
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F Pile cap m3 760
G Ground beam m3 361
H Column stump m3 49
J Concrete bed m3 559
CARRIED TO COLLECTION
BQ 2.1.2/2
2.1 PARK & RIDE FACILITIES AT STATION 4 (CONTD'T)
2.1.2 Work Below Lowest Floor Finishes (Cont'd)
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
CARRIED TO COLLECTIONBQ 2.1.2/3
2.1 PARK & RIDE FACILITIES AT STATION 4 (CONTD'T)
2.1.2 Work Below Lowest Floor Finishes (Cont'd)
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High tensile bar reinforcement in straight and bends bars as
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
CARRIED TO COLLECTION
BQ 2.1.2/4
COLLECTION PAGE
BQ 2.1.2/1
BQ 2.1.2/2
BQ 2.1.2/3
BQ 2.1.2/4
TOTAL FOR BILL NO. 2.1.2 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4BQ 2.1.2/5
2.0 PARK AND RIDE
2.1 PARK AND RIDE STATION 4
2.1.3 Frame
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Vibrated reinforced concrete Grade 40 as described filled into
formwork and well packed around reinforcement in
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
reinforcement in (Provisional)
C Beam m3 2
High tensile bar reinforcement in straight and bends bars as
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
CARRIED TO COLLECTION
BQ 2.1.3/1
2.1 PARK AND RIDE STATION 4 (CONT'D)
2.1.3 Frame (Cont'd)
High tensile bar reinforcement in straight and bends bars as
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
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Sawn formwork as described to
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
CARRIED TO COLLECTION
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
Vibrated reinforced concrete Grade 40 as described filled into
formwork and well packed around reinforcement in
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
------------------------------------------
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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)
CARRIED TO COLLECTION
BQ 2.1.3/3
COLLECTION PAGE
BQ 2.1.3/1
BQ 2.1.3/2
BQ 2.1.3/3
TOTAL FOR BILL NO. 2.1.3 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4
BQ 2.1.3/4
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.4 Upper Floor
Vibrated reinforced concrete Grade 40 as described filled into
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
reinforcement in (Provisional)
E 150mm thick suspended floor slab m3 10
F 175mm thick suspended floor slab m3 1
High tensile bar reinforcement in straight and bends bars as
described
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G 10mm diameter in suspended floor slab kg 209,214
H 12mm diameter in suspended floor slab kg 10461
Sawn formwork as described to
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
CARRIED TO COLLECTIONBQ 2.1.4/1
COLLECTION PAGE
BQ 2.1.4/1
TOTAL FOR BILL NO. 2.1.4 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4BQ 2.1.4/2
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.5 Roof
Vibrated reinforced concrete Grade 40 as described filled into
formwork and well packed around reinforcement in
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
High tensile bar reinforcement in straight and bends bars as
described
E 10mm diameter in suspended roof slab kg 79446
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F 12mm diameter in suspended roof slab kg 135
Sawn formwork as described to
G Soffit of suspended roof slab m2 6026
H Edge of concrete not exceeding 250mm high m 579
CARRIED TO COLLECTION
BQ 2.1.5/1
2.1 PARK & RIDE FACILITIES AT STATION 4
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
CARRIED TO COLLECTIONBQ 2.1.5/2
2.1 PARK & RIDE FACILITIES AT STATION 4
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
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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
High tensile bar reinforcement in straight and bends bars as
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
CARRIED TO COLLECTIONBQ 2.1.5/3
2.1 PARK & RIDE FACILITIES AT STATION 4
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
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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
CARRIED TO COLLECTION
BQ 2.1.5/4
COLLECTION PAGE
BQ 2.1.5/1
BQ 2.1.5/2
BQ 2.1.5/3
BQ 2.1.5/4
TOTAL FOR BILL NO. 2.1.5 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4BQ 2.1.5/5
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.6 Staircase, ramp and handrailing
The Following in Staircase
Vibrated reinforced concrete Grade 40 as described filled into
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
High tensile bar reinforcement in straight and bends bars as
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
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H 20mm diameter in landing beam kg 107
J 10mm diameter in landing slab kg 262
K 12mm diameter in landing slab kg 522
CARRIED TO COLLECTIONBQ 2.1.6/1
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.6 Staircase, ram and handrailing
The Following in Staircase
Sawn formwork as described to
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
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M Tread 280mm wide m 832
N Extra Over for nosing tiles with 3 rows of grooving m 832
CARRIED TO COLLECTION
BQ 2.1.6/2
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.6 Staircase, ramp and handrailing
The Following in Staircase
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
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(End of The Following in Staircase)
CARRIED TO COLLECTIONBQ 2.1.6/3
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.6 Staircase, ram and handrailing
The Following in Ramp
Vibrated reinforced concrete Grade 40 as described filled into
formwork and well packed around reinforcement in
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
High tensile bar reinforcement in straight and bends bars as
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
CARRIED TO COLLECTIONBQ 2.1.6/4
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.6 Staircase, ramp and handrailing
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The Following in Ramp
High tensile bar reinforcement in straight and bends bars as
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
CARRIED TO COLLECTIONBQ 2.1.6/5
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.6 Staircase, ramp and handrailing
The Following in Ram
Sawn formwork as described to
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
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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
CARRIED TO COLLECTION
BQ 2.1.6/6
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.6 Staircase, ramp and handrailing
The Following in Ramp
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
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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
CARRIED TO COLLECTION
BQ 2.1.6/7
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.6 Staircase, ramp and handrailing
The Following in Ramp
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)
CARRIED TO COLLECTIONBQ 2.1.6/8
COLLECTION PAGE
BQ 2.1.6/1
BQ 2.1.6/2
BQ 2.1.6/3
BQ 2.1.6/4
BQ 2.1.6/5
BQ 2.1.6/6
BQ 2.1.6/7
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BQ 2.1.6/8
TOTAL FOR BILL NO. 2.1.6 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4
BQ 2.1.6/9
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
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
CARRIED TO COLLECTIONBQ 2.1.7/1
2.1 PARK & RIDE FACILITIES AT STATION 4
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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
CARRIED TO COLLECTIONBQ 2.1.7/2
COLLECTION PAGE
BQ 2.1.7/1
BQ 2.1.7/2
TOTAL FOR BILL NO. 2.1.7 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4BQ 2.1.7/3
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.8 Window
A Reinforced concrete Grade 25 as described filled into formwork and
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
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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
CARRIED TO COLLECTION
BQ 2.1.8/1
COLLECTION PAGE
BQ 2.1.8/1
TOTAL FOR BILL NO. 2.1.8 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4BQ 2.1.8/2
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.9 Door
A Reinforced concrete Grade 25 as described filled into formwork and
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
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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
CARRIED TO COLLECTION
BQ 2.1.9/1
2.1 PARK & RIDE FACILITIES AT STATION 4
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
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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
CARRIED TO COLLECTIONBQ 2.1.9/2
2.1 PARK & RIDE FACILITIES AT STATION 4
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
CARRIED TO COLLECTIONBQ 2.1.9/3
COLLECTION PAGE
BQ 2.1.9/1
BQ 2.1.9/2
BQ 2.1.9/3
TOTAL FOR BILL NO. 2.1.9 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4BQ 2.1.9/4
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2.0 PARK & RIDE FACILITIES
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
CARRIED TO COLLECTION
BQ 2.1.10/1
COLLECTION PAGE
BQ 2.1.10/1
TOTAL FOR BILL NO. 2.1.10 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4BQ 2.1.10/2
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
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
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CARRIED TO COLLECTION
BQ 2.1.11/1
COLLECTION PAGE
BQ 2.1.11/1
TOTAL FOR BILL NO. 2.1.11 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4BQ 2.1.11/2
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
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
CARRIED TO COLLECTIONBQ 2.1.12/1
COLLECTION PAGE
BQ 2.1.12/1
TOTAL FOR BILL NO. 2.1.12 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4
BQ 2.1.12/2
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.13 Internal Ceiling Finishes
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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
CARRIED TO COLLECTION
BQ 2.1.13/1
COLLECTION PAGE
BQ 2.1.13/1
TOTAL FOR BILL NO. 2.1.13 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4
BQ 2.1.13/2
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
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
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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
CARRIED TO COLLECTIONBQ 2.1.14/1
2.1 PARK & RIDE FACILITIES AT STATION 4
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
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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
CARRIED TO COLLECTIONBQ 2.1.14/2
COLLECTION PAGE
BQ 2.1.14/1
BQ 2.1.14/2
TOTAL FOR BILL NO. 2.1.14 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4BQ 2.1.14/1
2.0 PARK & RIDE FACILITIES
2.1 PARK & RIDE FACILITIES AT STATION 4
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
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G DB-CP5 lot 1
H DB-CP6 lot 1
J DB-CPR lot 1
CARRIED TO COLLECTIONBQ 2.1.15/1
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
CARRIED TO COLLECTIONBQ 2.1.15/2
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
Electical distribution system
Submains and Final Cub-Circuit Cables
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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
Testing and Commissioning
E Testing and commissioning of the whole cabling system as
described in drawing and specifications
lot 1
Defects Liability Period
F Service and maintenance during Defects Liability Period lot 1
CARRIED TO COLLECTIONBQ 2.1.15/2
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
Electical distribution system
Welding of lighting protection system column from ground to
roof
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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
CARRIED TO COLLECTIONBQ 2.1.15/4
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
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Testing and Commissioning
B Testing and commissioning of the whole Earthing ans Lighting
Protection system as described in drawing and specifications
lot 1
Defects Liability Period
C Service and maintenance during Defects Liability Period lot 1
CARRIED TO COLLECTION
BQ 2.1.15/5
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
deemed necessary and essential for proper and safe operation of
equipment/installation
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
Testing and Commissioning
G Testing and commissioning of the whole Electrical Fittings asdescribed in drawing and specifications
lot 1
Defects Liability Period
H Service and maintenance during Defects Liability Period lot 1
CARRIED TO COLLECTION
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BQ 2.1.15/6
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
deemed necessary and essential for proper and safe operation of
equipment/installation
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
Testing and Commissioning
D Testing and commissioning of the whole Power Outlets as described
in drawing and specifications
lot 1
Defects Liability Period
E Service and maintenance during Defects Liability Period lot 1
CARRIED TO COLLECTION
BQ 2.1.15/7
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
deemed necessary and essential for proper and safe operation of
equipment/installation
Testing and Commissioning
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B Testing and commissioning of the whole E&M System Cable
Tray/trunking as described in drawing and specifications
lot 1
Defects Liability Period
C Service and maintenance during Defects Liability Period lot 1
CARRIED TO COLLECTIONBQ 2.1.15/8
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
CARRIED TO COLLECTIONBQ 2.1.15/9
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
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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)
CARRIED TO COLLECTIONBQ 2.1.15/10
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
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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
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)
CARRIED TO COLLECTIONBQ 2.1.15/12
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
installation. If none is required, please write 'NIL' otherwise full
details of the items are to be given :- 1)
2)
CARRIED TO COLLECTION
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BQ 2.1.15/13
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
CARRIED TO COLLECTIONBQ 2.1.15/14
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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AIR CONDITIONING AND MECHANICAL VENTILATION SYSTEM
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
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 fulldetails of the items are to be given :- 1)
2)
CARRIED TO COLLECTIONBQ 2.1.15/15
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
AIR CONDITIONING AND MECHANICAL VENTILATION SYSTEM
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:
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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
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)
CARRIED TO COLLECTIONBQ 2.1.15/16
2.1 PARK & RIDE FACILITIES AT STATION 4
2.1.15 Mechanical and Electrical
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
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CARRIED TO COLLECTIONBQ 2.1.15/17
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
TOTAL FOR BILL NO. 2.1.15 CARRIED TO COLLECTION FOR
PARK & RIDE FACILITIES AT STATION 4
BQ 2.1.15/18
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Tender
Rate Amount
Cost
Rate Amount
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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
CARRIED TO COLLECTIONBQ 3/1
COLLECTION PAGE
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BQ 3/1
TOTAL FOR BILL NO.3 CARRIED TO SUMMARY OF TENDER
SUM
BQ 3/2
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Rate (RM) Amount (RM)
20,000.00
15,000.00
40,000.00
850,000.00
15,000.00
940,000.00
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940,000.00
940,000.00
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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