OPTION 1

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

Notes :
1. The amount of excavation is given as a provisional
quantity. The actual amount shall be measured by
Meridian Survey and paid by Contractor. The amount
measured shall be final

2. All filled areas to be compacted with 10 ton

vibrating roller in layers not exceeding 230mm thick

3. The filling materials should be approved by the

Engineer. If necessary the suitable material should be
imported or disposed within 10KM radius

B.1 SITE CLEARANCE & EARTHWORKS

Site Clearance
1.1 Site clearing of all trees of various girth, including
grubbing up roots, shrubs, bushes, etc and depositing
from site m2 103,000

Earthworks
1.2 Cut, fill and compact from existing ground level and
slope including preparation of surfaces, trim to level,
well rolled, consolidated, remove top soil and deposit
in spoil heaps within the site as directed by the
Engineer
m3 59,000

Preparation for Road Formation

1.3 Extra over for excavation to road sub-grade
formation level including preparation of surfaces, trim
to levels, super elevations camber, grade and typical
cross sections and compact all in accordance to the
satisfaction of the engineer. Depth not exceeding 1.0m

m2 21,500

1.4 Extra over for rock excavation m3 10

1.5 Filling
Provisional for Import, fill, spread and compact
approved excavated materials to fill ground level as
shown on the drawing or as directed by the S.O.
Rate to include haulage of excavated materials and
forming benches to fill embankment m3 1000

TO COLLECTION RM

B - 1/37
 OPTION 1

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

TURFING
Supply and lay turfing with approved turf of not less
than 200mm square and laid at 380mm centers both
ways from approved source. Rate to including all
necessary surface preparation, vegetable soil,
watering, tending, caring, protection and maintenance
a

1.6 Spot turfing m2 32,600

1.7 Closed turfing m2 1,000

B.2 ROAD CONSTRUCTION

Road and Carpark
2.1 Supply, lay, spread and compact (minimum 10 ton
vibratory roller) for the following layer according to
specification including cambered, rolled to fall and
levelled up to the road formation all as per drawings
all in accordance with the specification or as directed
by the S.O.(Rate to include traffic management and
temporary traffic signage during construction):-.

Internal road and Carpark

a) 60mm thick binder course and 40mm thick m2 21,500
wearing course including a layer of tack coat
b) 300mm thick crusher run as road base material m2 21,500

c) 50mm thick sand blanket m2 21,500

Gravel Carpark
Supply, lay, spread 50mm thick sand blanket and
300mm thick compacted approved gravel for gravel
carpark. m2 7,000

External road
a) 75mm thick binder course and 50mm thick wearing
course including a layer of tack coat m2 6,150

b) 450mm thick crusher run as road base material m2 6,150

c) 100mm thick sand blanket m2 6,150

TO COLLECTION RM

B - 2/37
 OPTION 1

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

Road Kerbs
2.2 Precast concrete kerb grade 20 c/w discharge opening
together with 230mm concrete pipe at every 5m
interval as per drawing. Prepare and apply one coat
alkali resisting and 2 coats of emulsion paint of black
and white colors alternately at 600mm length to sides
and on top of kerb
m 4,000

Road Line Marking

2.3 Supply and lay 2 coats of approved thermoplastic
reflective road line paint including clearing surfaces
from dirt, grease, oil or others to edges and centre of
road and parking area

a) Continuity Line m 1,834

b) Give-way Line m 1,000

c) Centre Line/ Lane Line m 2,500

d) Edge Line m 5,000

e) Stop Line m 100

f) Pedestrian Crossing (Zebra) m 50

g) Double Line m 1,500

h) Perpendicular / Parallel Parking Line lot 300

i) Motorcycle Line lot 50

j) Bus Bay Line lot 6

k) Pavement direction arrows no 60

l) Cross hatching line m 50

TO COLLECTION RM

B - 3/37
 OPTION 1
TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

Road Traffic Signs

2.4 Furnishing and erecting, permanent traffic sign in
accordance with specifications and as shown in the
drawings or as instructed by the Engineer
a) Speed Limit no 5

b) Stop at intersection no 5

c) T-Junction no 5

d) No-Entry no 5

e) Give way no 2

f) Road Narrows no 2

g) Chevron no 1

e) Others no 20

Sign Board
2.5 To supply and install double sided road sign board
with overall height of 1500mm. Rate to include
excavation, backfilling, concrete foundation,
formwork and etc, including M.S. hollow 62.5mm x
62.5mm Galvanised Hot Dipped (grey finishes).
no 10

Concrete Paver Block

2.6 Supply and lay specified interlocking concrete paver
block complete with edge restraint. Rate to include
preparation of formation, all necessary concrete and
sand fill.
m2 2,500

B - 4/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.3 WATER RETICULATION

All plumbing works shall be done by registered

plumbing contractor with Authorities and should be
done accordance to Authorities requirement inclusive
submission for approval of forms and fees.

Underground and Aboveground Pipeworks

Rate for pipeworks are measured in metre and
to include all necessary works as per noted.

Note :
1. All pipes at road crossing shall be Mild Steel pipe
with concrete lining internally and bitumen coating
externally. Size equivalent to connect with HDPE
pipe. Rate to include supply and lay the MS pipe
complete with sand surround as per detail.

2. All pipe fittings (etc. bends, tees, reducers, etc)

shall be Mild Steel (M.S) and ready for jointing etc
with coupling or flange joint as per approved by SAJH

3. All flange shall be accordance with BS 4504 and

suitable to a with BS 4504 and suitable to a rating of
16 bars unless otherwise specified.

4. Rate for joints to include supply of jointing materials

like nuts, bolts, washers, gaskets, collars, flanges,
weldings, cuttings, couplers, mechanical coupling,
flange adaptor and etc.

5. All bend and tees shall be provided with concrete

thrust block, anchor block, saddle support etc. Rate to
include excavation, concrete works, formwork and all
necessary works to complete as shown on drawing.

6. All pipes at culvert crossing or exposed position

shall be in Mild Steel Pipe (size equivalent with
HDPE pipe) with concrete lining internally and
painted externally and each shall be provided with
50mm ND Double Orifice Air Valve c/w isolating
valve as per drawing. Rate to include subsequent
painting with approved SAJH paint.

B - 5/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

Laying of Straight Pipe

3.1 Supply, delivery, install and complete joint the water M 2900
reticulation pipe of 180mm OD HDPE pipe PN12.5
from approved existing SAJH watermains (tapping
point) to elevated water tank and to distribute to all
buildings.Rate including connection to existing pipe,
all fees and charges to SAJH, all pipe cutting, jointing,
fittings (all bends, end caps, tees, reducers, etc) and all
necessary accessories. Rate also to include trench
excavation, backfilling, compacted carefully with
selected material/ sand, removal of surplus material,
necessary r.c. thrust block, anchor block and etc

3.2 Ditto of water reticulation pipe of 315mm OD HDPE M 310

pipe PN12.5 from elevated water tank distribute to all
buildings, ditto. Ditto.

3.3 Supply, delivery, install and complete joint of water M 150

reticulation pipe of 150mm ND MSCL pipe PN 16
for pipe laid under metalled road. Rate including
connection to UPVC/ HDPE pipe,all pipe cutting,
jointing, fittings (all bends, end caps, tees, reducers,
etc) and all necessary accessories. Rate also to include
trench excavation, compacted carefully with sand,
removal of surplus material, necessary r.c. thrust
block, anchor block and etc.

3.4 Ditto of 300mm ND MSCL pipe PN 16 for pipe laid M 50

under metalled road. Ditto. Ditto.

S-Bend
3.5 Ditto 150mm ND M.S pipes PN16 for exposed pipe No 5
(S-bend). Rate to include 50mm ND Double Orifice
Air Valve c/w isolating valve as per drawing. Rate to
include subsequent painting with approved SAJH
paint. Ditto.

3.6 Ditto 300mm ND M.S pipes PN16 for exposed pipe No 2

(S-bend). Rate to include 50mm ND Double Orifice
Air Valve c/w isolating valve as per drawing. Rate to
include subsequent painting with approved SAJH
paint. Ditto.

B - 6/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

Isolating Valve Chamber

3.7 Rate to include supply, deliver and install of 150mm No 3
ND PN 16 flanged Sluice Valve, specials, adaptors,
fittings, jointings, pipeworks, labour, excavation, lean
concrete, Brickwall chamber, valve marker post, as
per approved by SAJH reinforcements, f/works,
bracket, galvanised M.S step iron, slab cover, galv.
M.S extension rod and all necessary work and material
as shown on Drawing to complete.

3.8 Rate to include supply, deliver and install of 300mm No 1

ND PN 16 flanged Sluice Valve, specials, adaptors,
fittings, jointings, pipeworks, labour, excavation, lean
concrete, Brickwall chamber, valve marker post, as
per approved by SAJH reinforcements, formworks,
bracket, galvanised M.S step iron, slab cover,
galvanised M.S extension rod and all necessary work
and material as shown on Drawing to complete.

Scour Valve Chamber

3.9 Rate to include supply, deliver and install of 100mm No 3
ND PN 16 flanged Sluice Valve, specials, adaptors,
fittings, jointings, pipeworks from tee-off to approved
discharged point, labour, excavation, lean concrete,
Brickwall chamber, valve marker post, as per
approved by SAJH, reinforcements, formworks,
bracket, galvanised M.S step iron, slab cover, galv.
M.S extension rod and all necessary work and material
as shown on Drawing to complete.

3.10 Air Valve Chamber

Rate to inlude supply, deliver and install of 50mm Ø No 4
PN 16 Double Orifice Air Valve c/w Isolating valve,
specials, adaptors, fittings, jointings, pipeworks,
labour, excavation, lean concrete, Grade 30 Precast
Concrete Chamber, valve marker post, as per
approved by SAJH, compacted sandfill, slab cover and
all necessary work and material as shown on Drawing
to complete.

B - 7/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

3.11 Pillar Hydrant

To supply, deliver, install, paint and fixed 100mm dia. No 10
pillar hydrant approved by Jab. Bomba with 62.5mm
dia double outlets.Rate to include excavation, Grade
25 concrete, Standard JKR Grade 25 PC chamber,
cover slab, 100mm dia. flange Sluice Valve, marker
post, D.I pipeworks from Sluice Valve to hydrant, D.I
duckfoot bend, MS pipe from tee-off to Sluice Valve
(approx. 3.0m length), bolts & nuts, testing and all
sufficient works included.

Water Meter
3.12 Supply and install one (1) set of approved SAJH water L.sum
meter complete with 150mm ND D.I pipeworks,
strainer, 2 nos of sluice valve, coupling, adaptors,
fittings (etc bends, tee, taper), thrust block, all
accessories as detail in the drawings. Rate to include
all testing and etc.

Pipe Marker
3.13 Concrete pipe marker at every 100m interval complete No 35
including all excavation and backfilling as detail
shown in the drawing

3.14 Sampling Point

Make complete tapping on newly laid pipe for No 2
sampling water for the used of Jabatan Kesihatan.
Rate to include supply and install checking board and
lay of sampling pipe from tapping point to checking
board.

Testing, Sterilise and Flushing

3.15 Test the pipeline for water tightness as specified. Rate L.sum
to include treated water used and necessary end cap
and all fittings to complete the test as specified

3.16 Sterilise and flush all pipework. Rate to include L.sum

treated water, chemical used and all fittings to
complete.

Miscellaneous
3.17 Supply 750mm long galv. MS tee key for operate No 2
valve

B - 8/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

Reinstatement
3.18 Reinstatement of existing metalled road as per detail M 200

PIPE JACKING
3.19 Design, liaise with approval authority, excavate, L.sum
construct, maintain jacking and receiving pits
including sheet piling,bracing, wailing, concrete thrust
wall, anchor foundation, guide rails, etc. for jacking
the pipes efficiently and safely.

3.20 Carry out jacking of 600mm dia class 'Z' m 12

RC pipes as shown on the drawings. Rate to
include supply of jacked pipes, deliver to site,
handle, haul, transport to the position jacking
pipe, provision of shield machine, cutter
head, hydraulic jacks, conveyor, slurry pipes,
valves, pumps, power pack, control board,
maintaining stability and everything necessary
for a safe and efficient jacking operation.

3.21 Supply, deliver, install and weld external collar joint for m 12
150mm dia MS pipe and carry out 100% ultrasonic
scanning of welding at joint. Rate to include supply
of collar and all necessary accessories.

3.22 Excavate in all materials other than rock within the jacked L.sum
pipes, remove and dispose off the site to approved tips.

3.23 Provide for hydraulic pressure testing of the pipeline L.sum

within the jacked pipe as specified. Rate to include
the supply of blank ends, clean water, pressure pumps,
pressure gauges etc.

3.24 Dismantle and remove jacking and receiving pits L.sum

including all temporary concrete blocks, etc. on the
completion of all works. Rate to include backfilling
of the pits with well compacted approved excavated
materials and reinstatement of the ground and
surrounding

B - 9/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.4 SEWERAGE PLUMBING

4.1 Supply, install and lay underground 225mm diameter
Vitrified Clay Pipe complete with flexible joint. Rate
to include concrete haunch, bedding, jointing material,
all necessary accessories (bend, tee), excavation,
embedded in carefully campacted 20mm aggregate
and top compacted carefully with selected backfilling
(Class 'B' bedding) material all as per detail drawing.

m 600

Supply, excavate, lay and install underground 225mm

diameter x 150mm diameter vcp tee joint no 100

Manhole
4.2 Supply and construct the following approved JPP
sewer manhole c/w cover. Rate to include all
necessary excavation, backfilling, precast R.C.
manhole, concrete base, lean concrete, reinforcement,
heavy duty ductile iron frame and cover, stainless steel
steps and all details as per drawing and as per
specification:-

a) Manhole depth not exceeding 2M depth No 8

b) Ditto, exceeding 2M but not exceeding 3M depth No 3
c) Ditto, exceeding 3M but not exceeding 4M depth No Rate Only
d) Ditto, exceeding 4M but not exceeding 5M depth No Rate Only
e) Ditto, exceeding 5M but not exceeding 6M depth No Rate Only
f) Ditto, exceeding 6M but not exceeding 7M depth No Rate Only

Testing & Commissioning

4.3 Testing of sewer line as per specification (Rate to
include 100% CCTV inspection) L.Sum

B.5 SURFACE WATER DRAINAGE

Rate to include all labour, excavation,
backfilling and disposal of surplus excavated
material, lean concrete, Grade 20 concrete
surround, formwork, 230mm thick brickwall
and 20mm plastering on exposed surfaces,
weepholes, filter material, forming of rebate
and all necessary materials as shown on
the drawing. Depth of drain is measured
from finished ground level to invert level.

B - 10/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

Precast Concrete Drain

5.1 In 450mm wide Precast Concrete U-shaped drain not m 1000
exceeding 1.2m deep.

5.2 In 450mm wide Precast Concrete U-shaped drain m 300

exceeding 1.2m deep.

5.3 450mm wide Precast Concrete U-Shaped cascade

drains m 150

Reinforced Concrete Drain

5.4 In 450mm wide reinforced concrete drain not
exceeding 1.2m deep as per drawing.Rate to include
Heavy Duty M.S Grating cover. m 410

5.5 In 450mm wide reinforced concrete drain exceeding

1.2m deep as per drawing.Rate to include Heavy Duty
M.S Grating cover. m 100

5.6 In 600mm wide reinforced concrete drain not

exceeding 1.2m deep as per drawing.Rate to include
Heavy Duty M.S Grating cover. m 370

5.7 In 600mm wide reinforced concrete drain exceeding

1.2m deep as per drawing.Rate to include Heavy Duty
M.S Grating cover. m 100

5.8 450mm wide Reinforced Concrete cascade

drains m 150

5.9 600mm wide Reinforced Concrete cascade

drains m 150

Brickwall To Drain
5.10 Supply and construct 230mm thick to brickwall to
both sides of precast concrete drain to match the
ground level. Rate to include 75mm diameter PVC
weep hole with rubble packing 1525 centre to centre
(bothsides), plastering, 125mm x 125mm concrete
struts 1500 centre to centre and other necessary works
as per drawing
m2 2000

5.11 115mm thick, ditto m2 2000

5.12 Catle trap or any trench opening at the entrance to

avoid rain water from main road flowing to the
compound L.Sum

B - 11/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

Brick sump
5.13 Construct and complete varies type and size of
bricksump. Rate to include all labour, excavation, lean
concrete, Grade 25 concrete, reinforcement, Class F2
formwork, Class U2 finish concrete, bricks, 20mm
thick plastering on exposed surfaces, galvanised M.S.
step iron, galvanised mild steel grating, forming of
rebate and all necessary materials as shown on the
drawing.
no 80

Wingwall
5.14 Supply, lay & construct 225mm thk x 300mm height
brickwall with 20mm thick cement render no 30

Rubbish Trap
5.15 To supply and install rubbish trap at the drainage brick
sump outlet discharge, compised of 20mm dia. M.S.
bars welded at 50mm c/c, 10mm thk x 50mm wide
m.S. plate at 450mm c/c max c/w 13mm dia. Holes,
10mm thk x t5mm wide M.S. flat plate to be suit on
site and as per specification.
no 5

Precast Box Culvert

5.16 Supply, lay and fix precast reinforced concrete box
culverts c/w dry weather flow and lids. Rate to include
excavation, get out, part return, fill in and ram, remove
surplus excavated materials from site, 150mm thk
concrete base with one layer of BRC A6 throughout,
200mm thk well compacted hardcore on 50mm thk
sand bedding, concrete copping, 10-20mm gap to be
jointed with cement mortar and etc. as per
specification

a) 600mm (b) x 600mm (h) not exceeding 3.5m deep m 125

b) 900mm (b) x 600mm (h) not exceeding 3.5m deep m 100

c) 900mm (b) x 900mm (h) not exceeding 3.5m deep m Rate Only

c) 900mm (b) x 1200mm (h) not exceeding 3.5m deep m Rate Only

B - 12/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

RC Pipe Culvert
5.17 Supply, lay and joint complete 450mm diameter rc
pipe culvert class 'Y' including spigot and socket,
jointing with rubber ring to required level gradients
c/w well-compacted hardcore, 50mm thk lean
concrete, 150mm thk reinforced concrete bedding with
one layer of BRC A7, 230mm thk haunched, all
including excavation and backfilling, cement mortar
plaster, jointing, bends, junction, connections and etc.
as per drawing and spesification

m 120

5.18 600mm diameter, ditto m 145

5.19 900mm diameter, ditto m 15

5.20 1200mm diameter, ditto m 35

B.6 COVERED WALKWAY

6.1 Construct and complete 3.0M wide (approximately)
covered walkway with r.c. footing, RC slabs, RC
apron slab, RC column, RC beam, timber roof
structures, concrete roof tiles as per drawings. Rate to
include excavation, backfilling, RC concrete,
reinforcement, 150mm thk compacted hardcore on
50mm thk lean concrete, and all necessary strut and
formwork as per detail drawing and accordance to
specification architecture drawings.

m 300

B.7 OTHERS
7.1 Other item not mentioned above but stated in drawing
and necessary to complete the works
a. ……………………………………
b. ……………………………………
c. ……………………………………
d. ……………………………………
e. ……………………………………

B - 13/37
 OPTION 1

TO COLLECTION RM

PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN

MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

COLLECTION FOR BILL 'B'

PAGE………………..B - 1/14 RM

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PAGE………………..B - 10/14 RM

PAGE………………..B - 1114 RM

PAGE………………..B - 12/14 RM

PAGE………………..B - 13/14 RM

B - 14/37
 OPTION 1

TOTAL FOR BILL 'B' CARRIED TO GENERAL

RM
SUMMARY OF TENDER

B - 15/37
 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

COLLECTION FOR BILL 'B'

PAGE………………..B - 1/14 RM

PAGE………………..B - 2/14 RM

PAGE………………..B - 3/14 RM

PAGE………………..B - 4/14 RM

PAGE………………..B - 5/14 RM

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PAGE………………..B - 10/14 RM

PAGE………………..B - 1114 RM

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PAGE………………..B - 13/14 RM

TOTAL FOR BILL 'B' CARRIED TO GENERAL

RM
SUMMARY OF TENDER

B - 16/37
B - 17/37
 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

TO COLLECTION RM
B - 18/37
TO COLLECTION RM

B - 19/37
 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.2 ROAD CONSTRUCTION

Road and Carpark
A Supply, lay, spread and compact (minimum 10 ton
vibratory roller) for the following layer according to
specification including cambered, rolled to fall and
levelled up to the road formation all as per drawings
all in accordance with the specification or a

a) 50mm thick sand blanket M2 34,000

b) 100mm thick sand blanket M2
c) 300mm thick crusher run as road base material M2 27,000
d) 450mm thick crusher run as road base material M2 7,000
e) 60mm thick binder course and 40mm thick M2 27,000
wearing course including a layer of tack coat
f) 75mm thick binder course and 50mm thick wearing M2 7,000
course including a layer of tack coat

Road Kerbs
B Supply and fix complete precast concrete G20 road as M 5,000
per drawings and/or approved design by the local
authorities. Rate to include round opening at every
6m, concrete bedding, setting, jointing, painting, etc
and including discharge pipe to nearest drain/

Road Line Marking

C Supply and lay 2 coats of approved thermoplastic M 1,834
reflective road line paint including clearing surfaces
from dirt, grease, oil or others to edges and centre of
road and parking area

a) Continuity Line M 1,500

b) Give-way Line M 1,000
c) Centre Line M 2,500
d) Edge Line M 5,000
e) Stop Line M 100
f) Pedestrian Crossing (Zebra) M 50
g) Double Line M 1,500
h) Perpendicular / Parallel Parking Line Lot 300
i) Motorcycle Line Lot 50
j) Bus Bay Line Lot 6
k) Arrow No 60
l) Chevron / Ghost Island M 50

TO COLLECTION RM
B - 20/37
TO COLLECTION RM

B - 21/37
 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.2 ROAD CONSTRUCTION (Cont'd)

Road Traffic Signs
D Furnishing and erecting, permanent traffic sign in
accordance with specifications and as shown in the
drawings or as instructed by the Engineer
a) Speed Limit No 5
b) Stop No 5
c) T-Junction No 5
d) No-Entry No 5
e) Others No 20

Road Sign Board

E No 10
To supply and install double sided road sign with
overall height of 1500mm. Rate to include excavation,
backfilling, concrete foundation, formwork and etc,
including M.S. hollow 62.5mm x 62.5mm Galvanised
Hot Dipped (grey finishes).

Concrete Paver Block

F Supply and lay approved pattern by Engineer M2 5,000
interlocking concrete paver block complete with edge
restraint. Rate to include preparation of formation, all
necessary concrete and sand fill.

B.3 WATER RETICULATION

All plumbing works shall be done by registered
plumbing contractor with Authorities and should be
done accordance to Authorities requirement inclusive
submission for approval of forms and fees.

External Water Supply

Service Pipe
A Supply, install and complete the followirng water 860
reticulation pipe from water tank distribute to all
buildings including all pipe cutting, fittings and
necessary accessories (bends, end caps, tees, reducer,
etc). Rate to include trench excavation, backfi

a) 180mm O.D. H.D.P.E. Pipe PN12.5 M 400

b) 315mm O.D. H.D.P.E. Pipe PN12.5 M 600

sluice valve,air release valve, scour valves, valve

chamber c/w cover

TO COLLECTION RM

B - 22/37
 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.3 WATER RETICULATION (Cont'd)

Hydrant Pipe
B Supply, install and complete hydrant pipeof 100mm M 1,200
diameter from water tank distribute to all buildings
including all fittings and necassary accessories (bends,
end caps, tees), excavation and backfilling, r.c. thrust
block and bedding, sluice valve,air re

Pillar Hydrant
C Supply and install pillar hydrant including, flanged No 10
extension pipe, r.c. duct foot bend and all necessary
accessories, excavation and disposal

Pipe Crossing
D Supply and lay M.S Pipe sleeves for crossing the
track/metalled road .
a) 200mm dia. MS Pipe M 50
b) 350mm dia. MS Pipe M 50

Water Meter
E Supply and install water meter including all necessary No 8
jointing and connection and paying all fees and
charges on connection as required by the local
Authorities for the installation

Connection To Existing Pipe

F Supply, install and complete the water reticulation M 600
pipe of 180mm OD H.D.P.E Pipe PN12.5 from
approved SAJH tapping point of watermains to
elevated water tank including all pipe cutting, fittings
and necessary accessories (bends, end caps, tees,
reducer).

Pipe Marker
G Concrete pipe marker at every 50m interval complete No 35
including all excavation and backfilling as detail
shown in the drawing

TO COLLECTION RM

B - 23/37
 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.3 WATER RETICULATION (Cont'd)

Sampling Point
H Supply and install sampling point including all No 2
necessary jointing and connection as required by local
Authority for the installation

Testing & Commissioning

I Supply labour, equipment, hand pump, screw jack, L.Sum
pressure gauge, end cap timber anchor, and all
necessary accessories to conducting testing on all
pipelines as per B.S. 100, including to sterilise and
flushing of pipelines, make good any defect and leave

B.4 SEWERAGE PLUMBING

A Supply, install and lay underground 225mm diameter M 600
VC pipe complete with flexible joint. Rate to include
all necessary accessories (bend, tee), excavation,
embedded in carefully campacted 20mm aggregate
and top compacted carefully with selected backfillin

Manhole
B Supply and construct the following sewer manhole c/w
cover. Ratedepth
a) Manhole to include all necessary
not exceeding 2M depth excavation, No 7
backfilling, precast R.C. chamber,
b) Ditto, exceeding 2M but not exceeding concrete base,
3M depth No 3
heavy duty ductile iron frame and cover, stainless
c) Ditto,
steel stepsexceeding 3M but
and all details not drawing
as per exceeding 4Masdepth
and p No Rate Only
d) Ditto, exceeding 4M but not exceeding 5M depth No Rate Only
e) Ditto, exceeding 5M but not exceeding 6M depth No Rate Only
f) Ditto, exceeding 6M but not exceeding 7M depth No Rate Only

Testing & Commissioning

C Testing of sewer line as per specification (Rate to
include CCTV inspection)

B - 24/37
TO COLLECTION RM

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 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.5 SURFACE WATER DRAINAGE

A Supply and lay the following Approved UPVC
Uniform Perforated Pipes pre-wrap with a layer of
filter membrance c/w a number of non-perforated
joiner laid to gradient in trench, . Rate to including
excavation and backfilling with coarse clean sand,
100mm sa

a) 300mm UPVC Perforated pipe M 3500

b) 450mm UPVC Perforated pipe M 60
c) 600mm UPVC Perforated pipe M 20
d) 750mm UPVC Perforated pipe M 200

Brick sump
B Construct and complete varies type and size of No 70
bricksump c/w mild steel grating cover. Rate to
including excavation and backfilling, concrete base
with reinforcement and plastering to expose surfaces
as per detail drawing.

Rubbish Trap
C To supply and install rubbish trap at the drainage brick No 5
sump outlet discharge, compised of 20mm dia. M.S.
bars welded at 50mm c/c, 10mm thk x 50mm wide
m.S. plate at 450mm c/c max c/w 13mm dia. Holes,
10mm thk x t5mm wide M.S. flat plate to be suit on si

Precast Box Culvert

D Supply, lay and fix precast reinforced concrete box
culverts c/w dry weather flow and lids. Rate to include
excavation, get out, part return, fill in and ram, remove
surplus excavated materials from site, 150mm thk
concrete base with one layer of BRC A6 t

a) 600mm (W) x 450mm (H) M 20

b) 1200mm (W) x 750mm (H) M 20
c) 1200mm (W) x 1200mm (H) M 60
d) 1500mm (W) x 1200mm (H) M 60
e) 1500mm (W) x 1500mm (H) M 110
f) 3000mm (W) x 1500mm (H) M 20
g) 3000mm (W) x 1800mm (H) M 15
h) 3300mm (W) x 1800mm (H) M 10

TO COLLECTION RM
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TO COLLECTION RM

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 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.5 SURFACE WATER DRAINAGE (Cont'd)

Precast Concrete U-Shape Drain
E Supply, layl and complete the following sizes of
precast concrete U-shape drain as per block drain
schedule drawing .
Rate to include the excavation, backfilling, 100mm
thk concrete base (Grade 15), Heavy duty M.S grating
cover, and all others necessasar

a) 700mm(W) x 450mm(D) U-shape Drain M 150

a) 800mm(W) x 500mm(D) U-shape Drain M 50
a) 900mm(W) x 600mm(D) U-shape Drain M 150

Culvert
F Supply and lay r.c. culvert including concrete base and
surrounding, excavation and backfilling works
a) 900mm diameter M 20
b) 1200mm diameter M 20

B.6 TURFING
A Supply and lay turfing with approved turf of not less
than 200mm square and laid at 380mm centers both
ways from approved source. Rate to including all
necessary surface preparation, vegetable soil,
watering, tending, caring, protection and maintenance
a

a) Spot turfing M2 37,300

a) Closed turfing M2 650

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TO COLLECTION RM

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 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.7 FENCING AND GATE

Chainlink Fencing
A Supply and install 2.10M height PVC coated chainlink M 350
fencing in c/w 3 strands of straining wire, mild steel
angle post, r.c. kerbs with 75mm fence embedded in
concrete and all necassary works as per detail drawing

Brick Fence
B Construct one brick thick 2.10M height brick fence M 2,000
complete with plaster and paint on both sides
including all necessary r.c. footing, excavation and
backfilling all as per detail drawing.

Second Entrance Gate

C Supply and install second entrance gate overall size No 2
1500mm x 2100mm high with G.I. Post, r.c. footing,
barrel bolt and all necessary accessories including
painting works

Main Gate
D Supply and install G.I. main entrance gate overall size No 1
6000mm x 2100mm high with G.I. Post, r.c. footing,
barrel bolt and all necessary accessories including
painting works

B.8 RETENTION POND

A Construct and complete retention pond as per L.Sum
MASMA requirement and JPS approval

B.9 RETAINING WALL.

A Supply, construct and complete R.C Retaining Walls M Rate Only
of variable height along the project borders as being
indicated in the layout plan or as instructed by the
Engineer. Rate to include excavation, lean concrete,
formwork, reinforcement bars, concrete G-25,

B.10 RUBBLE WALL

A Supply, construct and complete Rubble Wall of 2,000 M Rate Only
mm height as instructed by Engineer. Rate to include
excavation, lean concrete,concrete strip foundation
c/w formwork, BRC no. 64, concrete G-20,100mm
diameter PVC weepholes at 1000mmcentres both verti

B - 30/37
TO COLLECTION RM

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 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

AMOUNT
BIL DESCRIPTION UNIT QTY RATE
(RM)

B.11 COVERED WALKWAY

A Construct and complete 3.0M wide (approximately) M 300
covered walkway with r.c. footing, RC slabs, RC
apron slab, RC column, RC beam, timber roof
structures, concrete roof tiles. Rate to include
excavation, backfilling, RC concrete, reinforcement,
150mm thk c

B.12 OTHERS
A Other item not mentioned above but necessary to
complete the works

a. ……………………………………
b. ……………………………………
c. ……………………………………
d. ……………………………………
e. ……………………………………

TO COLLECTION RM
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TO COLLECTION RM

B - 33/37
 PEMBANGUNAN KOMPLEKS LATIHAN FELDA TANJUNG LEMAN
MUKIM TENGGAROH, MERSING, JOHOR DARUL TAKZIM

BILL B : INFRASTRUCTURE WORKS

COLLECTION FOR BILL 'B'

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TOTAL FOR BILL 'B' CARRIED TO GENERAL

RM
SUMMARY OF TENDER

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B - 35/37
Bill Unit Length Width Depth Qtty Note
B1 M2 270 300 81000
M3 270 300 0
M2 270 300 81000
R/O
B2 M2 120 12 1440 entrance
300 8 2400 main road
110 8 880 stp
160 8 1280 tnb
100 8 800 surau
140 50 7000 parking (blok utama)
90 25 2250
60 50 3000 parking (dewan makan)
40 40 1600
60 8 480
21130
M 200 200 entrance
170 170 round about
280 280 parking (blok utama)
80 80
730
M 48 48 entrance
480 480 parking (blok utama)
224 224
352 352
145 145
585 585 parking (dewan makan)
1834
B3 NO 9 9
B6 M2 300 100 30000
300 10 3000
40 40 1600
90 30 2700
90 30 2700
37300
M2 25 5 125
15 10 150
15 15 225
30 5 150
650
53 5 265
26 5 130
23 5 115
15 5 75