JADUAL PURATA KADAR HARGA
2014
JABATAN PENGAIRAN DAN SALIRAN,
MALAYSIA
JADUAL PURATA
KADAR HARGA 2014
ISI KANDUNGAN
BAHAGIAN
PERKARA
1.0
Pendahuluan Dan Panduan Pengunaan
2.0
Kos Kerja-Kerja Am (General Items)
2.1 Tujuan Dan Definisi
2.2 Bentuk Maklumat Dan Pembahagian
2.2.1 Peratusan Kos Keseluruhan Kerja Am Daripada
Kos Kerja Pembina
2.2.2 Peratusan Kos Terperinci Kerja Am Daripada
Kos Kerja Pembina
3.0
Kos Item-Item Kerja
3.1 Tujuan
3.2 Bentuk Maklumat
3.3 Klasifikasi Kerja
3.3.1 Environmental Protection and Enhancement
MUKASURAT
1-3
4
5
6-7
8
9 - 11
3.3.2 Traffic Management And Control
12
3.3.3 Site Investigation Work
13
3.3.4 Demolition & Site Clearance
14 - 15
3.3.5 Earthworks
16 - 25
3.3.6 Geotechnical Work
26 - 33
3.3.7 Piling Work
34 - 42
3.3.8 Concrete Work
43 - 47
3.3.9 Brickwork, Blockwork & Masonry
48
3.3.10 Timber Work
49
3.3.11 Metal Work
50 - 51
3.3.12 Building Work
52 - 60
3.3.13 Painting Work
61
3.3.14 Pipeworks
62 - 63
3.3.15 Drainage Work
64 - 70
3.3.16 Roads And Pavings
71 - 75
3.3.17 Miscellaneous Works
76 - 79
4.0
Kos Upah Buruh
80 - 81
5.0
Kos Sewa Loji & Peralatan
82 - 84
PENDAHULUAN DAN
PANDUAN PENGGUNA
JABATAN PENGAIRAN DAN SALIRAN,
MALAYSIA
JADUAL PURATA
KADAR HARGA 2014
1.0
PENDAHULUAN DAN PANDUAN PENGGUNAAN
1.1
TUJUAN
1.1.1
1.2
Tujuan buku ini dikeluarkan adalah untuk memberikan maklumat
berkenaan dengan kos bagi melaksanakan kerja-kerja Jabatan
Pengairan dan Saliran. Maklumat-maklumat kos ini boleh digunakan
sebagi panduan untuk menyediakan anggaran kos, membuat
pelarasan kadar harga atau untuk tujuan perundingan kadar harga.
KANDUNGAN
1.2.1
1.2.2
Maklumat-maklumat yang terkandung di dalam buku ini adalah
berdasarkan kepada dokumen-dokumen tender bagi kerja-kerja
Jabatan Pengairan dan Saliran yang pada amnya adalah terdiri dari:
i)
Kerja-kerja Saliran dan Tebatan Banjir
ii)
Kerja-kerja Kejuruteraan Pantai
iii)
Kerja-kerja Kejuruteraan Sungai
Maklumat-maklumat ini disusun dalam empat (4) bahagian utama
iaitu;
i)
Kos Kerja-kerja Am (General Items)
ii)
Kos Item-item Kerja
iii)
Kos Upah Buruh
iv)
Kos Sewa Loji & Peralatan
1
JADUAL PURATA
KADAR HARGA 2014
1.2.3
Maklumat-maklumat kos ini juga dibahagikan mengikut kategori
kawasan di mana projek tersebut dilaksanakan iaitu seperti berikut:
NEGERI
KATEGORI KAWASAN
1.3
1.4
Kawasan Utara
-
Perlis
Kedah
Pulau Pinang
Perak
Kawasan Tengah
-
Wilayah Persekutuan Kuala Lumpur
Selangor
Negeri Sembilan
Melaka
Johor
Kawasan Timur
-
Pahang
Terengganu
Kelantan
SUMBER MAKLUMAT / PEMILIHAN SAMPEL
1.3.1
Data-data di dalam buku ini adalah diabstrak dari dokumendokumen tender secara konvensional bagi projek yang ditender
dalam tahun 2014 dan ditutup di Ibu Pejabat Jabatan Pengairan Dan
Saliran Malaysia.
1.3.2
Kadar harga diambil daripada dokumen tender yang disediakan
berasaskan kepada senarai kuantiti.
ANALISA DAN SUSUNAN DATA
1.4.1
Data-data bagi item yang serupa dikumpulkan dan dijadikan dalam
bentuk purata. Data-data yang terlalu tinggi atau rendah tidak
diambilkira.
2
JADUAL PURATA
KADAR HARGA 2014
1.5
1.4.2
Melalui penganalisaan tersebut adalah didapati wujudnya
ketidakseragaman di dalam penyediaan dokumen tender/tawaran,
samada dari segi pengukuran kuantiti dan keterangan kerja bagi
beberapa item kerja. Sehubungan dengan itu, item-item yang
serupa/hampir serupa telah dikumpulkan bersekali dan dikira dalam
bentuk purata. Pertimbangan tidak diberikan sekiranya cara
pengukuran berbeza walaupun ia adalah item kerja yang sama.
1.4.3
'Harga Purata' bagi sesuatu kawasan diperolehi berdasarkan kepada
jumlah nilai data-data kos bagi sesuatu item kerja yang dibahagikan
kepada bilangan sampel mengikut kawasan berkenaan.
1.4.4
Purata keseluruhan adalah berdasarkan kepada nilai purata bagi
semua kawasan.
PEMAKAIAN DATA
1.5.1
Data-data di dalam buku ini hendaklah digunakan sebagai panduan
sahaja.
1.5.2
Pengguna hendaklah menggunakan budibicara bagi memilih kos
yang bersesuaian dengan berdasarkan kepada;
i)
Nilai kontrak
ii)
Keperluan spesifikasi
iii)
Cara pengukuran bagi projek yang akan dilaksanakan
iv)
Lokasi projek
v)
Keadaan pasaran semasa
3
KOS KERJA-KERJA AM
(GENERAL ITEMS)
JABATAN PENGAIRAN DAN SALIRAN,
MALAYSIA
JADUAL PURATA
KADAR HARGA 2014
2.0
KOS KERJA-KERJA AM (GENERAL ITEMS)
2.1
TUJUAN DAN DEFINISI
Bahagian ini mengandungi maklumat berhubung dengan kos bagi melaksanakan
kerja-kerja di bawah kategori 'Kerja-kerja Am' (General Items). Terdapat sesetengah
dokumen yang menamakan bahagian ini sebagai 'Preliminaries', 'Kerja Awalan'
ataupun 'Kerja-kerja Pendahuluan'.
2.2
BENTUK MAKLUMAT DAN PEMBAHAGIAN
Maklumat bagi bahagian ini diberikan dalam bentuk peratusan dan dibahagikan
kepada dua bahagian seperti berikut:2.2.1
Peratusan Kos Keseluruhan Kerja Am Daripada Kos kerja Pembina
Maklumat bagi kos keseluruhan adalah berdasarkan kepada
penganalisaan ke atas kos keseluruhan bagi Kerja-kerja Am (General
Items).
Cara pengiraan peratusan:
G.I
T.S - (G.I. + P.S + P.C)
2.2.2
X 100%
Peratusan Kos Terperinci Kerja Am Daripada Kos Kerja Pembina
Maklumat bagi kos terperinci adalah berdasarkan kepada penganalisaan
ke atas kos bagi setiap item Kerja-kerja Am (General Items).
Cara pengiraan peratusan:
Item in G.I.
T.S - (G.I + P.S + P.C)
Petunjuk:
X 100%
i)
ii)
iii)
G.I
T.S
P.S
=
=
=
iv)
P.C
=
4
Kos Kerja Am (General Items)
Harga Tender (Tendered Sum)
Wang Peruntukan Sementara
(Provisional Sum)
Wang Kos Prima (Prime Cost Sum)
JADUAL PURATA
KADAR HARGA 2014
2.2.1 : PERATUSAN KOS KESELURUHAN KERJA AM DARIPADA KOS KERJA PEMBINA
(TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)
BIL
NILAI TENDER
UNIT
UTARA
PURATA
(%)
TENGAH
PURATA
(%)
TIMUR
PURATA
(%)
KESELURUHAN
PURATA
(%)
1
Melebihi 5 juta tidak melebihi 10 juta
-
11.75
-
11.75
2
Melebihi 10 juta tidak melebihi 20 juta
-
4.75
-
4.75
3
Melebihi 20 juta
3.05
3.55
3.44
3.35
5
JADUAL PURATA
KADAR HARGA 2014
2.2.2 : PERATUSAN KOS TERPERINCI KERJA AM (GENERAL ITEMS) DARIPADA KOS KERJA PEMBINA
(TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)
BIL
KETERANGAN KERJA
UNIT
UTARA
PURATA
(%)
TENGAH
PURATA
(%)
TIMUR
PURATA
(%)
KESELURUHAN
PURATA
(%)
A
Contractual Requirement
1
Contractor's All Risk
- Insurance Of Works
- Public Liability Insurance
0.31
0.30
0.19
0.27
2
Performance Bond
0.28
0.33
0.15
0.25
3
Perkeso / SOCSO
0.06
0.10
0.04
0.07
4
Compliance with laws, regulations and all relevant
authorities
-
-
0.27
0.27
B
Engineer / SO / PD's Requirement
1
Establishment & Removal Of SO's Site Office
0.22
0.11
-
0.17
2
Establishment, Maintenance & Removal Of SO's Site
Office
-
-
0.15
0.15
3
Maintenance Of SO's Site Office
0.01
-
-
0.01
4
Laboratory Equipment
-
-
-
-
5
Pre & Post Survey
-
-
-
-
6
Preparation & Submission Of 'As Built Drawings'
0.08
0.08
0.07
0.08
7
Progress Photographs
-
-
-
-
8
Progress Report
-
0.01
0.03
0.02
9
Project Signboard
0.04
0.06
0.01
0.04
10
Survey Works
-
0.32
0.30
0.31
6
JADUAL PURATA
KADAR HARGA 2014
2.2.2 : PERATUSAN KOS TERPERINCI KERJA AM (GENERAL ITEMS) DARIPADA KOS KERJA PEMBINA
(TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)
BIL
KETERANGAN KERJA
UNIT
UTARA
PURATA
(%)
TENGAH
PURATA
(%)
TIMUR
PURATA
(%)
KESELURUHAN
PURATA
(%)
11
Surveying Equipment
0.10
0.05
0.04
0.06
12
Testing & Sampling
0.03
-
-
0.03
13
Work Programme
0.03
0.15
-
0.09
C
Contractor's Requirement
1
Clearing & Cleaning Up Upon Completion
-
0.07
-
0.07
2
Establishment, Maintenance
Contractor's Site Office
Of
-
0.22
-
0.22
3
Establishment, Maintenance & Removal Of
Contractor's Office, Workmen Accommodation, Store
etc
-
-
-
-
4
Establishment, Maintenance & Removal Of Workmen
Accommodation
-
-
-
-
5
Moblization & Demobilization Of Construction Plant &
Equipment
-
0.20
0.44
0.32
6
Site Agent
0.68
-
-
0.68
7
Temporary works
1.24
1.28
0.44
0.99
&
Removal
7
KOS ITEM-ITEM KERJA
JABATAN PENGAIRAN DAN SALIRAN,
MALAYSIA
JADUAL PURATA
KADAR HARGA 2014
3.0
KOS ITEM-ITEM KERJA
3.1
TUJUAN
Bahagian ini memberikan maklumat berhubung dengan data-data kos bagi itemitem kerja yang dilaksanakan.
3.2
BENTUK MAKLUMAT
Maklumat bagi bahagian ini diberikan di dalam bentuk kadar harga purata dan
dibahagikan mengikut klasifikasi kerja sebagaimana ditetapkan di dalam
MyCESMM (Malaysian Civil Engineering Standard Method Of Measurement).
3.3
KLASIFIKASI KERJA
Klasifikasi kerja adalah seperti berikut:3.3.1
3.3.2
3.3.3
3.3.4
3.3.5
3.3.6
3.3.7
3.3.8
3.3.9
3.3.10
3.3.11
3.3.12
3.3.13
3.3.14
3.3.15
3.3.16
3.3.17
Environmental Protection and Enhancement (CLASS B)
Traffic Management And Control (CLASS C)
Site Investigation Work (CLASS D)
Demolition & Site Clearance (CLASS E)
Earthworks (CLASS F)
Geotechnical Work (CLASS G)
Piling Work (CLASS H)
Concrete Work (CLASS I)
Brickwork, Blockwork & Masonry (CLASS J)
Timber Work (CLASS K)
Metal Work (CLASS L)
Building Work (CLASS M)
Painting Work (CLASS N)
Pipeworks (CLASS O)
Drainage Work (CLASS P)
Roads and Pavings (CLASS Q)
Miscellaneous Works (CLASS T)
8
JADUAL PURATA
KADAR HARGA 2014
3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
18,083.03
15,100.00
16,591.52
2,100.00
2,100.00
32,350.00
36,730.46
KAWASAN
TIMUR
KESELURUHAN
ENVIRONMENTAL MANAGEMENT PLAN (EMP)
1
Preparation of environmental management plan to
the approval of the S.O. which shall include erosion
and sediment control plan (ESCP), noise, air and
water quality monitoring and compliance with
requirements of the local Authorities'.
Item
2
Appointment of certified professional in ESCP
officer along the duration of the contract.
mth
EROSION AND SEDIMENT CONTROL PLAN (ESCP)
3
Construction and maintenance of ESCP and
environmental monitoring facilities and including
implementation of the environmental managemant
plan and making good upon completion of the
works.
Item
41,110.93
4
Silt fence of 1.0 m height as per Specification clause
1.5.2 and as shown in the drawings.
m
20.36
20.36
5
Sand bag as per Specification clause 1.5.2 and as
shown in the drawings.
no.
32.80
32.80
Maintenance
Items for maintenance of silt fence and sand bags
shall be deemed to include disposal of accumulated
debris, sediment and silt to approved site, unless
otherwise stated.
6
Silt fence.
Item
3,954.55
3,954.55
7
Sand bag.
Item
3,831.83
3,831.83
9
JADUAL PURATA
KADAR HARGA 2014
3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
WATER QUALITY CONTROL AND MONITORING
8
Mechanical Mobile Silt Trap for online river storage
works to comply with Standard (A/B) of the
Environmental Quality Act. Rate should be include
chemicals supply, operation and maintenance upon
completion of work.
no.
39,727.27
39,727.27
Water Quality Sampling and In situ Testing
Water quality sampling and monitoring by
accredited laboratory on a monthly basis at the
discharge outlet of active treatment system to
comply with the requirements of Standard (A/B) of
the Environmental Quality Act for the following
parameters.
9
pH
no.
102.27
102.27
10
Total suspended solid (TSS).
no.
103.18
103.18
11
Dissolved Oxygen (DO)
no.
99.32
99.32
12
Ammoniacal nitrogen
no.
106.82
106.82
Item
15,863.64
15,863.64
AIR QUALITY CONTROL AND MONITORING
13
Construct and maintenance entrance access and
provide washing pit upon the completion of works
as per specification and as shown in drawing.
10
JADUAL PURATA
KADAR HARGA 2014
3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
WASTE MANAGEMENT
14
Construction solid waste as per Specification clause
1.5.2. (General Specification) Rate to include
provision of collection bins, temporary storage
area, and disposal to approved site.
Item
9,931.80
9,931.80
ENVIRONMENTAL REPORT
15
Sampling, laboratory testing, monitoring and
submission of monthly reports for water quality, air
quality, noise and vibration control, waste
management and health.
mth
16
Environmental monitoring report in 5 (five) sets on
a monthly basis for the TSS content at the
discharge outlet of the Active Treatment System.
Item
5,336.37
5,336.37
17
Environmental audit report on a annual basis in five
sets.
Item
4,454.55
4,454.55
18
Environmental closure audit report in five sets.
Item
3,795.46
3,795.46
11
2,070.19
2,070.19
JADUAL PURATA
KADAR HARGA 2014
3.3.2: TRAFFIC MANAGEMENT AND CONTROL (CLASS C)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
manmth
2,746.43
PURATA KADAR HARGA 2014 (RM)
KAWASAN
KAWASAN
KESELURUHAN
TENGAH
TIMUR
TRAFFIC MANAGEMENT PLAN
Traffic Management Team
1
Traffic Management Officer.
12
2,746.43
JADUAL PURATA
KADAR HARGA 2014
3.3.3: SITE INVESTIGATION WORK (CLASS D)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
KAWASAN
KESELURUHAN
TENGAH
TIMUR
KETERANGAN KERJA
UNIT
1
To carry out Field Density Test & Moisture Content
Test in accordance to BS 1377 on each 300mm
layer of compacted earth using sand replacement
method. Rate shall include sampling, material
testing & reporting. The test results falling below
the specified value will not be paid.
no.
153.85
153.85
2
To carry out Atterberg Limit test. The tests shall
include Liquid Limit, Plastic Limit, Plasticity Index
and Linear Shrinkage. Rate shall include sampling,
material testing and reporting.
no.
242.77
242.77
KAWASAN
UTARA
TESTING
13
JADUAL PURATA
KADAR HARGA 2014
3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
BUILDING / STUCTURES / PIPELINES
Demolition and removal from worksite and dispose
off site to contractor's own dumping ground of
existing structures and obstructions.
8
House or building
i) concrete
ii) Wooden
no.
no.
3,000.00
2,166.67
3,000.00
2,166.67
9
Individual buildings - store of total gross built-up
area 25m2.
no.
1,500.00
1,500.00
10
Demolition of existing RC concrete bridge 15m
length with cart away to contractor's own site.
no.
15,000.00
15,000.00
11
Demolition of existing concrete bridge of 5.0 m (W)
x 30 m (L) shall be deemed to include demolition
and removal of supports.
no.
45,000.00
45,000.00
12
Bridges
no.
6,690.00
6,690.00
13
Pipe culvert
m
60.00
60.00
14
Manhole or sump
no.
191.57
191.57
15
Existing Road
m2
4.55
4.55
16
Below ground - precast Monsoon Drain including
headwall and wingwall 350m long x 5m wide x
0.75m deep.
m
50.00
50.00
17
Below ground - precast L-shape Drain including
foundation of 400m long x 7.12 m wide x varies in
height (3.5m - 5.0m).
m
210.00
210.00
18
Above ground - (one number of 15m x 4m existing
bridge including their foundation)
no.
19
Existing Concrete Drain.
m
15
15,000.00
15,000.00
10.00
10.00
JADUAL PURATA
KADAR HARGA 2014
3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
ha
3,114.80
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
GENERAL CLEARANCE
Clearing and stripping off top layer of spillway
foundation and other related works.
1
Site clearance to areas within the boundary of
works inclusive of cutting
down
3,114.80
all trees
irrespective of sizes, undergrowth bushes, shrubs,
tall grass etc grubbing up roots stumps, and
disposal of all debris away from site.
2
General clearance to primary forest including
removal of trees and stumps, undergrowth, shrubs,
roots, and the likes. All trees of 0.5 m girth and
above shall become the property of the Employer.
ha
5,144.55
5,144.55
3
At water bodies including pumping out of water
and to include removal of items (such as tree trunk,
sludge, solid waste, debris) either floating,
submerged or at the bed of the water body.
ha
5,522.73
4,511.36
4
The reserve width of the new waterway alignment.
ha
2,480.38
2,480.38
3,500.00
TREES
Cutting down and dispose of trees having a girth of
5
a) 500mm - 1m
no.
50.20
50.20
6
b) 1-2m
no.
93.00
93.00
7
c) 2-3m
no.
217.00
217.00
14
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
EXCAVATION
Cut to Fill
Excavation in cut shall be deemed to include
trimming and preparation of excavated surface and
transportation from source to place of fill.
1
Excavate in earth material from original ground
level to form embankment within the site to finish
level of RL+13.00m.
m3
4.97
4.97
2
Excavate in earth material from original ground level
to form Collector Drain.
m3
5.70
5.70
3
Excavation and trimming of existing river slopes (in
front of anchored sheet pile at river edge) to
required bed levels as per construction drawings or
as directed by the S.O.
m3
5.70
5.70
4
Excavate from existing ground level within
proposed channel/river reserve or project area to
construct diversion channel to the alignment,
levels, width and slopes as shown in the Contract
plan and stockpile suitable excavated material for
the construction of river bund.
m3
2.88
2.88
15.80
15.80
Cut and Dispose
5
Excavate and dispose off site the surplus or
unsuitable excavated material to contractor's own
dump site. Contractor to get approval from
relevant athorities and S.O for dump site.
m3
6
Excavate in rock material by controlled blasting
including dispose to stock pile area, loading and
unloading of rocks.
m3
16
22.30
22.30
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
7
Excavate in natural hard material.
m3
21.00
21.00
8
Excavate in rock using hydraulic rock breaker.
m3
32.09
32.09
9
Excavate in rock profile of diversion channel
without the use of explosive and dispose off site
the excavated rock to contractor's own dump site.
m3
20.15
20.15
10
Excavation in cut shall be deemed to include
trimming and preparation of excavated surface and
transportation from source to place of fill or
disposal.
m3
10.41
8.05
9.23
11
Ditto; Excavate in earth material at the base of the
main bund down to a level where the ground
strength is equal to or more than SPT N value of 10.
For approximation, it is assumed that excavation
will be 1 m deep.
m3
6.00
8.05
7.02
12
Ditto; Excavate in earth material commencing from
RL +29.0m to 27.0m to construct Side Spillway
approved by S.O.
m3
8.74
8.74
13
Ditto; Excavate in earth material dispose to the
designated dumping area within 6 km approved by
the S.O./Engineer.
m3
9.16
9.16
14
Excavate in Detention Pond commencing from level
RL+13.0m to RL+5.0m and dispose, spread and
level it within the project site as approved by the
S.O.
m3
4.79
4.79
15
Excavate in Detention Pond commencing from level
RL+13.0m to RL+5.0m and dispose to the
contractors disposal site approved by the S.O.
m3
5.19
5.19
17
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
16
Excavate in earth material commencing from EL
+14m to +5m to construct Side Spillway approved
by S.O.
m3
5.77
5.77
17
Excavate in earth material commencing from
existing level (approx. 35.79m - 40.61m) to
proposed design level (approx.32.99m - 32.81m)
not exceeding 9m to disposal site approved by the
S.O.
m3
14.00
14.00
18
Excavate in earth material commencing from
existing level (approx. 39.24m - 40.56m) to
proposed design level (approx. 32.04m - 32.09m)
not exceeding 9m to disposal site approved by the
S.O.
m3
13.45
13.45
19
Excavate in earth material for pile caps and
abutments to disposal site approved by the S.O.
m3
10.05
10.05
20
Excavate in earth material to construct the Buttress
wall.
m3
8.62
8.62
21
Excavate in earth material commencing from level
as specified.
m3
8.41
8.41
22
Excavate in earth material to construct the log
boom.
m3
8.92
8.92
23
Excavate in unsuitable material to construct the log
boom.
m3
9.09
9.09
24
Excavate in unsuitable material to disposal site
approved by the S.O/Engineer.
m3
10.82
10.82
25
Excavate in unsuitable material to construct the
Buttress wall.
m3
9.62
9.62
18
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
26
Excavation for foundation shall include upholding
sides of excavation, preparation of excavated
surface, additional excavation to provide working
space and removal of dead services.
m3
8.59
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
8.59
FILLING
27
Using suitable excavated material to form river
bank to level RL+13.00m including formation of
benches.
m3
28
Using suitable excavated material to grading limits
for backfill at back of sheet pile area.
m3
3.60
3.60
29
Import material from Contactor's own source with
grading limits as per Specification to filling (1m
depth) to form embankments & access roads at
back of Steel Sheet Pile Walls including formation of
benches.
m3
22.60
22.60
30
Imported material from Contactor's own source
with grading limits as per Specification for Earthfill,
Type 1 material to form embankment. Rate to
include formation of benches.
m3
24.56
24.56
31
Imported material from Contactor's own source
with grading limits as per Specification for Earthfill,
Type 2 material to form embankment. Rate to
include formation of benches.
m3
21.47
21.47
32
Imported material from Contractor's own source
with grading limit as per Specification (Type 1
Material) for use as clay core material for bund.
m3
20.85
20.85
19
5.52
5.52
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
33
Imported material from Contractor's own source
with grading limits as per Specification (Crusher
Run) for U drain foundation as indicated.
m3
62.13
62.13
34
Imported material from Contractor's own source
with grading limit as per Specification (Rip Rap) for
use as slope protection for bund.
m3
73.63
73.63
35
Imported material from Contactor's own source
approved by the S.O.
m3
19.45
19.45
36
Imported sand as backfill material to a depth of
maximum 0.5m.
m3
53.22
53.22
37
Granular material as fill below transition slab.
m3
30.38
30.38
38
Granular material as fill behind walls of culverts.
m3
31.13
31.13
39
Granular material as per Specification (fine filter)
for use in the toe drain.
m3
59.04
59.04
40
Granular material as per Specification (medium
filter) for use in the toe drain.
m3
61.27
61.27
41
Granular material as per Specification (coarse filter)
for use in the toe drain.
m3
59.17
59.17
42
Supply, spread, level and compact in layers
imported granular backfill behind abutments and
under approach slab as specified.
m3
56.86
56.86
43
300mm thick permeable layer comprising of 20mm 40mm crushed stone.
m3
24.22
24.22
44
200 mm thick compacted mearth material as
bedding.
m2
6.65
6.65
20
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
45
Top soil of average depth of 150 mm and stockpile
for reuse as top soil for turfing.
m2
1.22
46
Handle, transport, spread and level 75mm thick
local top soil (from Item 2.1.3) including trimming,
level and grading of slope.
m2
1.50
1.50
47
Ditto - imported top soil.
m2
4.97
4.97
48
Concrete Interlocking Blockmat VIP LINER
Supply and lay 50 to 100 mm diameter underlayer
stones of VIP LINER or as directed by S.O.
m3
71.15
71.15
m2
8.39
8.39
m2
m2
7.32
10.08
7.32
10.08
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
1.22
FILLING ANCILLARIES
49
50
51
Provision and placement of Geotextile Polyfelt
TS65 or approved equivalent/as per manufacturer's
specification.
Geotextile
Supply and lay geotextile type :
-TS 50 or equivalent
-F68 or equivalent.
52
Supply and lay non woven geotextile TS-50 or
equivalent.
m2
6.62
6.62
53
Supply and lay MXC 50 non woven geotextiles or
equivalent. .
m2
5.07
5.07
54
(Nonwoven) geotextile with nominal weight of 280
g/m2 at pond inlets.
m2
55
Supply and Lay geotextile at toe as separator Type
TS50 or equivalent.
m2
21
7.32
7.32
4.86
4.86
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Cemented Rubble Pitching
56
Supply and lay cemented rubble pitching 300 mm
thick along river channel including all necessary
weepholes and filter aggregates.
m2
74.62
74.62
57
Continous polypropylene filament, non-woven
geotextile with tensile strength of 19 kN/m,
effective opening size of 0.09 mm and nominal
mass of 250 g/m2 as per Specification.
m2
5.81
5.81
3.40
3.40
LANDSCAPING
Items for landscaping shall be deemed to include
digging, planting media, bedding, stalking,
protection, watering, weeding, required fertilising,
58
Spot turfing to flat areas.
m2
59
Supply and lay spot turfing.
m2
4.42
4.42
60
Supply, spread evenly 50mm top soil and spot
turfing.
m2
5.47
5.47
61
Close turfing to slopes including pegging down with
stakes.
m2
4.92
4.28
4.60
62
Close turfing including placement of 50mm thick
approved topsoil as directed by SO.
m2
4.68
63
To supply, spread and lay close turfing inclusive of
all necessary pegging, soil watering, weeding and
tending until establishment, all as prescribed to
slope.
m2
5.27
5.27
64
Ditto - spot turfing at an angle exceeding 10 degree
to the horizontal.
m2
3.16
3.16
65
Ditto - spot turfing at an angle not exceeding 10
degree to the horizontal.
m2
3.22
3.22
22
4.68
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
66
Hydroseeding as per Specification Clause 12007 to
the slopping area approved by S.O.
m2
4.53
4.53
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Turf Reinforcement Mat (TRM)
67
Supply and Install Turf Reinforcement Mat (TRM)
Type C350 or equivalent, inclusive of cutting,
handling, laying and jointing.
m2
12.64
12.64
68
Hydroseeding with selected grass species as specify
in the specification or as approve by S.O and
inclusive of approved fertilizer, necessary soil
watering, weeding and tending until establishment,
all as prescribed to slope.
m2
4.03
4.03
69
Supply and Install Galvanised Mild Steel Staple pin
size R12- 600 mm as shown in the drawing or as
directed by S.O.
no.
2.88
2.88
70
Water seepage / cut-off control measure.
m2
91.45
91.45
71
TREE
Spathodea campanulata (Fountain Tree) O.H.
4.0m, Trunk Diameter 50mm - 65mm.
no.
309.09
309.09
72
Melaleuca leucadendron (Gelam) O.H. 4.0m, Trunk
Diameter 50mm - 65mm.
no.
337.36
337.36
73
Syzygium cumini (Salam)
Diameter 50mm - 65mm.
O.H. 4.0m, Trunk
no.
326.90
326.90
74
Hopea odorata (Cengal Pasir) O.H. 4.0m, Trunk
Diameter 50mm - 65mm.
no.
343.72
343.72
75
Pomelia pinnata (Taun Tree) O.H. 4.0m, Trunk
Diameter 50mm - 65mm.
no.
332.72
332.72
76
Delonix regia (Flamboyant) O.H. 4.0m, Trunk
Diameter 50mm - 65mm.
no.
348.63
348.63
23
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
77
Pandanus tectorius (Screwpine) O.H. 4.0m, Trunk
Diameter 50mm - 65mm.
no.
411.81
411.81
78
Pelthophorum pterocarpum (Yellow Flamboyant)
O.H. 4.0m, Trunk Diameter 50mm - 65mm.
no.
389.09
389.09
no.
5.77
5.77
79
SHRUB
Orthosiphon stamineus (Misai Kucing) O.H. 0.3m,
Planting distance 300mm.
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
80
Calathea lutea (Pampano) O.H. 0.6m, Planting
distance 300mm.
no.
7.04
7.04
81
Acalypha siamensis (Wild Tea) O.H. 0.6m, Planting
distance 300mm.
no.
6.29
6.29
PLANTING WORKS
HOLE EXCAVATION
To supply all labour, equipment, tools, transport,
etc and excavate planting hole and cart away all
excavated materials to contractor's own dump site.
82
83
Tree ( 1.0m x 1.0m x 1.0m)
Shrubs (0.3m x 0.3m x 0.3m)
no.
no.
16.45
2.61
16.45
2.61
m3
m3
39.81
34.36
39.81
34.36
TOPSOIL MIXTURE
84
85
To supply all labours, equipment, tools,transport,
etc. and spread approved soil mixture (ratio3:2:1)
(Topsoil: Organic fertilizer : sand) to fill excavated
holes.
Tree ( 1.0m x 1.0m x 1.0m)
Shrubs (0.3m x 0.3m x 0.3m)
24
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
no.
20.27
20.27
no.
no.
7.90
2.95
7.90
2.95
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
TREE STAKES AND TIES
Provide stakes and ties for all planted trees
according to planting specification. All the staking
shall peproper tight to the new planted trees to L.A
approval; The stakes shall be painted with green
colour for protection.
86
Trees
MULCHING
Supply, deliver and lay minimum 50mm thick coco
fiber around the planted plants as stated in
planting plan and directed by S.O./ Landscape
Architect.
87
88
Trees
Shrubs
25
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Supply and Install of Sandfill Mattress as shown in
the contract plan or directed by SO, inclusive of
trimming, cutting, handling, laying and jointing.
7
a) Ditto - Infill with sand as approved by S.O
m2
67.61
67.61
8
b) Ditto - Without sand in fill
m2
43.67
43.67
9
To construct top trenching work (0.6m width by
0.6m depth) for sandfill mattress anchoring and
backfill with compacted local suitable material.
m
4.23
4.23
Green Mattress
10
Supply and deliver Green Mattress 230mm thk
inclusive of 150mm x 225mm rock and labour. Rate
shall include all alignment, machineries and related
works.
m2
59.09
59.09
11
Installation of Green Mattress 300mm thk inclusive
of stone size 100mm - 200mm.
m2
36.36
36.36
Reno Mattress
12
Supply and deliver Reno Mattress 300mm thk
inclusive of 150mm x 225mm rock and labour. Rate
shall include all alignment, machineries and related
works.
m2
46.00
46.00
13
Installation of Reno Mattress 300mm thk inclusive
of stone size 100mm - 200mm
m2
28.55
28.55
m2
4.41
4.41
Macmat S Mattress
14
Supply, Lay and Spread evenly 50mm top soil on
top of lid and 75mm top soil under Macmat 10 or
approved equivalent.
27
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
RETAINING STRUCTURES
GABION
1
1.0 m x 1.0 m x 1.0 m rock-filled gabion with PVCcoated wire gauge size of 2.7 mm dia. as shown in
the drawings including for laying underwater.
m3
224.55
224.55
2
2.5 m x 1.0 m x 1.0 m rock-filled gabion with PVCcoated wire gauge size of 3 mm as per Specification
clause 6002 and as shown in the drawings.
m3
180.00
180.00
3
2.0 m x 1.0 m x 1.0 m rock-filled gabion with PVCcoated wire gauge size of 3 mm as per Specification
clause 6002 and as shown in the drawings.
m3
180.00
180.00
4
1.5 m x 1.0 m x 1.0 m rock-filled gabion with PVCcoated wire gauge size of 3 mm as per Specification
clause 6002 and as shown in the drawings.
m3
150.00
150.00
REVETMENT MATTRESS
Sandfill Mattress
5
Slope trimming for base preparation to receive
slope revetment materials.
m2
3.14
3.14
6
Supply, deliver and install the Sand Filled Mattress
with minimum weight of 180kg/m2 as specified in
the specification and tender drawing including all
necessary
works for proper completion.
Measurement will be based on nett quantity of
work done on site including the shrinkage of the
fabric.
m2
44.75
44.75
26
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
15
Supply and delivery MacMat S or approved
equivalent
three
dimensional
matting,
monofilaments with open structure of more than
95% area holding capacity as per necessary
equipment and alignment with manufacture
specification.
m2
20.86
20.86
16
Install MacMat S or approved equivalent inclusive
of J pins (12mm diameter x 500mm @ 1m c/c
spacing vertically and horizontally.
m2
8.37
8.37
17
Supply, Deliver Green Reinforced MacMat A three
dimensional matting, monofilaments with open
structure of more than 80% area holding capacity
as per necessary equipment and alignment with
manufacture specification or equivalent.
m2
35.00
35.00
18
Supply and delivery TM-53 Toe Protection
Hydraulic Terramesh with Green MacMat 10 &
Biomac facing for the construction of Mechanical
Stabilise Earth (MSE) system or equivalent.
no.
318.26
318.26
19
Install and lay TM-53 Toe Protection Hydraulic
Terramesh inclusive of 6" x 9" rock fill , labour and
others related work within the Hydraulic Green
Terramesh units. Rate shall include all alignment,
machineries and related works.
m3
178.00
178.00
87.75
87.75
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
RIPRAP EMBANKMENT
20
Supply, deliver and lay the Rip rap with average size
of 300mm diameter.
m3
21
Average 600mm thick rip rap of 300mm diameter
stone for embankment.
m3
28
81.50
81.50
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
22
Supply, lay and stich to the manufacture's
specification non-woven needle punch geotextile of
Type A as filter material. (Measured nett - no
allowance made for laps)
m2
6.30
6.30
23
Supply and construct 200mm thick filter bedding
materials.
m3
61.50
61.50
24
Supply and lay 225mm thick 200/400mm cement
Grouted rip-rap.
m2
31.35
31.35
25
Supply and lay 200mm thick 10/50mm stone.
m2
13.86
13.86
26
Supply and lay rip-rap stone size 300mm - 550mm
diameter.
m3
73.48
73.48
27
(300 mm) thick rip rap as per specification to form
the surface protection at the pond inlets (3
locations).
m2
28
Armour Rocks
Supply and lay rip-rap granatic rock with size D50
=500mm minimum thickness of 1000mm.
KAWASAN
TENGAH
72.23
KAWASAN
TIMUR
KESELURUHAN
72.23
m3
62.05
62.05
MSE Wall TYPE A
Green Terramesh
29
Supply and deliver TM 254 GREEN TERRAMESH or
approved equivalent for the construction of
Mechanical Stabilise Earth (MSE) system.
no.
315.78
315.78
30
Install and lay TM 254 GREEN TERRAMESH or
approved equivalent inclusive of 150mm x 225mm
rock fill, labour and others related work within the
MSE wall units. Rate shall include all alignment,
machineries and related works.
m3
99.09
99.09
29
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
31
Supply and deliver GTM 70 2345 GREEN
TERRAMESH or approved equivalent for the
construction of Mechanical Stabilise Earth (MSE)
system.
no.
366.09
366.09
32
Install and lay GTM 70 2345 GREEN TERRAMESH or
approved equivalent including all alignment,
machineries and related works.
m3
43.64
43.64
33
Supply and spread 300mm thk. crusher run
inclusive compaction.
m3
55.73
55.73
34
Supply and fill Suitable granular backfill material
inclusive compaction.
m3
48.73
48.73
35
Supply and fill with suitable selected earth fill
material including compaction.
m3
24.18
24.18
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Hydraulic Green MSE Wall
36
Supply and deliver TM-0.5m thk. x 7m length Toe
Protection Terramesh MSE Wall with 10mm thk.
erosion protection mat & Biomac facing for the
construction of mechanical Stabilise Earth (MSE)
system or equivalent.
no.
341.80
341.80
37
Install and lay TM-0.5m thk. x 7m length Toe
Protection Terramesh inclusive of 150mm x
225mm rock fill, labour and others related work
within the MSE wall units. Rate shall include all
alignment, machineries and related works.
m3
112.62
112.62
30
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
38
Supply and deliver TM-0.5m thk. x 6m length Toe
Protection Terramesh MSE Wall with 10mm thk.
erosion protection mat & Biomac facing for the
construction of mechanical Stabilise Earth (MSE)
system or equivalent.
no.
331.91
331.91
39
Install and lay TM-0.5m thk. x 6m length Toe
Protection Terramesh inclusive of 150mm x
225mm rock fill, labour and others related work
within the MSE wall units. Rate shall include all
alignment, machineries and related works.
m3
109.86
109.86
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
MSE Wall TYPE B
Green Terramesh
40
Supply and deliver TM 254 GREEN TERRAMESH or
approved equivalent for the construction of
Mechanical Stabilise Earth (MSE) system.
no.
315.78
315.78
41
Install and lay TM 254 GREEN TERRAMESH or
approved equivalent inclusive of 150mm x 225mm
rock fill, labour and others related work within the
MSE wall units. Rate shall include all alignment,
machineries and related works.
m3
101.82
101.82
42
Supply and deliver TM 2754 GREEN TERRAMESH or
approved equivalent for the construction of
Mechanical Stabilise Earth (MSE) system.
no.
345.57
345.57
31
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
43
Install and lay TM 2754 GREEN TERRAMESH or
approved equivalent inclusive of 150mm x 225mm
rock fill, labour and others related work within the
MSE wall units. Rate shall include all alignment,
machineries and related works.
m3
101.82
101.82
44
Supply and deliver GTM 70 2445 GREEN
TERRAMESH or approved equivalent for the
construction of Mechanical Stabilise Earth (MSE)
system.
no.
377.73
377.73
45
Install and lay GTM 70 2445 GREEN TERRAMESH or
approved equivalent. Rate shall include all
alignment,machineries and related works.
m3
40.45
40.45
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Hydraulic Green MSE Wall
46
Install and lay TM-0.5m thk x. 6m length Toe
Protection Terramesh inclusive of 150mm x
225mm rock fill, labour and others related work
within the MSE wall units. Rate shall include all
alignment, machineries and related works.
m3
109.86
109.86
47
Supply and deliver GTM-0.45m thk. x 5m length 45
Deg Hydraulic Green MSE Terramesh with 10mm
thk. Erosion protection mat & Biomac facing for the
construction of Mechanical Stablise Earth (MSE)
system or equivalent.
no.
316.68
316.68
32
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
48
Installed and lay GTM-0.45m thk. x 5m length 45
Deg Hydraulic MSE Green Terramesh with
prefabricated with 10mm thk. Erosion protection
mat & Biomac. Rate shall include all alignment,
machineries and related works.
no.
33
KAWASAN
UTARA
KAWASAN
TENGAH
42.09
KAWASAN
TIMUR
KESELURUHAN
42.09
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
PILES
BORED PILES
1000mm Nominal Diameter Bored Pile
1
Drill 1000mm nominal diameter vertical holes
through whatever soil strata other than rock with
provision of temporary casing.
m
423.76
423.76
2
Drilled 1000mm nominal diameter vertical holes in
rock.
m
1,890.00
1,890.00
3
1000mm Nominal
permanent casing.
m
1,512.88
1,512.88
4
High yield reinforcement as specified:
a). Up to 12mm diameter.
t
3,484.62
3,484.62
b). 16mm diameter and above.
t
3,476.92
3,476.92
5
4 nos x 50mm Nominal diameter x 4mm thick wall
mild steel pipe in accordance with the
Specification.
m
102.86
102.86
6
Concrete Grade 40/20 as specified.
m3
358.50
358.50
7
Non-shrink grout Grade 40 to be fill in sonic logging
tubes as specified.
m3
544.00
544.00
8
Cutting off piles head to required length including
preparing pile head.
no.
333.33
333.33
diameter
x
12mm
thick
600mm Nominal Diameter Bored Pile
9
Drill 600mm nominal diameter vertical holes
through whatever soil strata other than rock with
provision of temporary casing.
m
259.55
259.55
10
Drill 600mm nominal diameter vertical holes in
rock
m
1,021.43
1,021.43
34
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
11
Drill 600mm Nominal diameter x 12mm thick
permanent casing.
12
High yield reinforcement as specified:
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
m
879.00
879.00
a). Up to 12mm diameter.
t
3,430.77
3,430.77
b). 16mm diameter and above.
t
3,430.77
3,430.77
13
50mm Nominal diameter GI pipe attached to main
bar for sonic logging in accordance with the
Specification.
m
37.75
37.75
14
Concrete Grade 40/20 as specified.
m3
348.41
348.41
15
Non-shrink grout Grade 40 to be fill in sonic logging
tubes as specified.
m3
477.93
477.93
16
Cutting off piles head to required length including
preparing pile head.
m
276.90
276.90
MICROPILES
300 mm diameter micropiles as working piles.
17
Boring in earth using odex drilling system or
equivalent.
m
105.78
105.78
18
Boring through rock including natural and existing
concrete.
m
243.88
243.88
19
Supply and install 267 mm OD x 257 mm diameter
I.D permanent casing.
m
152.37
152.37
20
High tensile reinforcement straight bars, nominal
diameter not exceeding 40 mm including
supporting reinforcement.
t
3,442.38
3,442.38
21
Mild steel R6 spiral link at 150mm pitch.
t
3,389.06
3,389.06
35
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
22
Grouting with non-shrink cement grout Grade C30
as specified into drilled hole including excess
cement required when the grout volume exceeded
the theoretical volume.
m3
757.06
757.06
23
Cut-off piles including preparing heads.
no.
150.00
150.00
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
250 mm diameter micropiles as working piles.
24
Boring in earth, up to 12 m for 40 nos. of pile
points.
m
101.14
101.14
25
Boring through rock, up to 3 m for 40 nos. of pile
points including natural and artificial hard material.
m
223.28
223.28
26
Supply and install 177.8 mm øD x 10 mm thick
Grade N-80 API pipe.
m
209.37
209.37
27
Supply and install 12mm thk. M.S Stiffeners welded
API pipe head by 10mm fillet weld all round c/w
400mm x 400mm x 25mm thk. M.S. top plate.
no.
318.64
318.64
28
Grouting with non-shrink cement grout Grade C30
as specified into drilled hole including excess
cement required when the grout volume exceeded
the theoretical volume.
m3
623.91
623.91
29
Cut-off piles including preparing heads.
no.
166.92
166.92
36
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
PRECAST REINFORCED CONCRETE PILES (R.C)
Supply
30
Supply 200 x 200mm precast R.C. pile complete
with mild steel pile shoe, of 6m length.
no.
197.89
197.89
31
Supply 200 x 200mm precast R.C. pile complete
with mild steel pile shoe, of 9m length.
no.
329.08
329.08
32
Supply 230 x 230mm precast R.C. pile complete
with mild steel pile shoe, of 6m length.
no.
274.83
274.83
33
Supply 300 x 300mm precast R.C. pile complete
with mild steel pile shoe, of 6m length.
no.
493.80
493.80
34
Supply 300 x 300mm precast R.C. pile complete
with mild steel pile shoe, of 9m length.
no.
740.80
740.80
35
Supply 300 x300mm precast R.C. extension pile
complete with mild steel pile shoe, of 6m length .
no.
491.81
491.81
Handle, Pitch and Drive
36
Driving vertical 200 x 200mm precast R.C. pile
through whatever soil other than rock.
m
9.50
9.50
37
Driving vertical 230 x 230mm precast R.C. pile
through whatever soil other than rock.
m
14.00
14.00
38
Driving vertical 230 x 230mm precast R.C. pile
through rock.
m
21.75
21.75
37
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
39
Driving vertical 300 x 300mm precast R.C. pile
through whatever soil than rock.
m
12.90
12.90
40
Driving raked piles to the required depth.
m
11.80
11.80
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Cut Off Piles
41
Cut-off 200 x 200mm precast R.C. pile to required
level including preparing pile head.
no.
41.54
41.54
42
Cut-off 230 x 230mm precast R.C. pile to required
level including preparing pile head.
no.
47.38
47.38
43
Cut-off 300 x 300mm precast R.C. pile to required
level including preparing pile head.
no.
51.33
51.33
PRECAST PRESTRESSED CONCRETE PILES
300 mm diameter spun piles (class A) with a working
load of 75 tonne
Supply
44
Supply initial pile with rock shoes (oslo) of 12 m
length.
no.
1,007.13
1,007.13
45
Supply extension pile of 6 m length.
no.
482.50
482.50
m
23.54
23.54
no.
45.93
45.93
Handle, Pitch and Drive
46
Depth driven.
Jointing, Filling Concrete, Cut Off Piles
47
Jointing 300mm dia. of pile with butt weld all
round.
38
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
48
Filling hollow piles with concrete grade C30
including removal of materials from within the piles
before concreting.
m
80.44
80.44
49
Cut-off piles including preparing heads.
no.
76.69
76.69
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
INTERLOCKING STEEL SHEET PILES
Interlocking Grade 43A steel sheet piles,
OΩ650/730-section , at 66.6 kg/m, section
modulus of 668 cm³/m.
50
Supply in 3 m length.
m
1,173.50
1,173.50
51
Supply in 6 m length.
m
1,461.00
1,461.00
52
Depth driven.
m2
36.20
36.20
Interlocking Grade 43A steel sheet piles, Z section,
at 66.1 kg/m, section modulus of 1200 cm3/m. To
be installed at places where construction-in-thewet bund construction type will be performed.
53
Supply in 9 m length, double coated.
m
342.60
342.60
54
Depth driven
m2
53.38
53.38
55
Cut-off piles including preparing heads.
m
55.75
55.75
56
Supply in 6 m length.
m
1,070.36
1,070.36
57
Depth driven.
m2
55.00
55.00
58
Cut-off piles including preparing heads.
m
70.00
70.00
CONCRETE PILES
175 mm G40 square precast reinforced concrete
piles
59
Supply initial piles with rock shoes of 12 m length.
no.
39
321.71
321.71
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
60
Supply extension piles of 6 m length
no.
151.67
151.67
61
Depth driven including handling and pitch
m
11.24
11.24
62
Cut-off piles including preparing heads.
no.
30.42
30.42
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
200 mm G40 square precast reinforced concrete
piles
63
Supply initial piles with rock shoes of 12 m length.
no.
362.29
362.29
64
Supply extension piles of 9 m length.
no.
284.14
284.14
65
Depth driven including handling and pitch
m
15.40
15.40
66
Jointing with butt weld all round
no.
31.94
31.94
67
Cut-off piles including preparing heads/ socket
no.
33.37
33.37
250 mm square piles (class A) with a working load
of 95 tonne
68
Supply initial pile with rock shoes (oslo) of 12 m
length.
no.
732.50
732.50
69
Depth driven including handle and pitch
m
16.06
16.06
70
Cut-off piles. Rate to include preparing heads/
socket
no.
27.78
27.78
300 mm square piles (class A) with a working load
of 140 tonne
71
Supply initial pile with rock shoes (oslo) of 12 m
length. (168 nos.)
no.
934.38
934.38
72
Supply extension pile of 6 m length. (168 nos.)
no.
560.00
560.00
73
Depth driven including handle and pitch
m
19.15
19.15
40
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
84
Carry out subsequent maintained load test to 2.0
times of maximum working load 800 kN in
accordance with the specification.
no.
12,845.00
12,845.00
85
Carry out subsequent maintained load test to 2.0
times of maximum working load 1000 kN in
accordance with the specification.
no.
16,920.00
16,920.00
86
Carry out subsequent maintained load test to 2.0
times of maximum working load 1200 kN in
accordance with the specification.
no.
15,375.00
15,375.00
87
Carry out subsequent maintained load test to 2.0
times of maximum working load 4400 kN in
accordance with the specification.
no.
45,000.00
45,000.00
88
Carry out subsequent maintained load test to 2.0
times of maximum working load 5500 kN in
accordance with the specification.
no.
50,000.00
50,000.00
89
Carry out integrity test using sonic logging method
in accordance with the specification.
no.
2,306.00
2,306.00
90
Maintained load working test pile up to twice
working load of 30 tons (300mm precast reinforced
concrete piles).
no.
11,000.00
11,000.00
91
Provide a complete set of 5 piling driving and load
test report.
no.
190.00
190.00
42
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
74
Jointing with butt weld all round
no.
23.50
23.50
75
Cut-off piles including preparing heads/socket.
no.
35.00
35.00
PILE TESTS
76
Carry out pile driving analyser (PDA) in accordance
with the specification.
no.
1,815.66
2,044.16
1,929.91
77
Carry out pile integrity test using impulse response
method in accordance with the specification.
no.
1,169.32
1,178.33
1,173.82
78
Carry out initial maintained load test maximum
load 600kn in accordance with the specification.
no.
13,400.00
13,400.00
79
Carry out initial maintained load test to 2.0 times of
maximum working load 800kN in accordance with
the specification.
no.
17,300.00
17,300.00
80
Carry out initial maintained load test to 2.0 times of
maximum working load 1000kN in accordance with
the specification.
no.
21,000.00
21,000.00
81
Carry out initial maintained load test to 2.0 times of
maximum working load 1200kN in accordance with
the specification.
no.
29,505.00
29,505.00
82
Carry out initial maintained load test to 2.0 times of
maximum working load 4400knN in accordance
with the specification.
no.
75,000.00
75,000.00
83
Carry out initial maintained load test to 2.0 times of
maximum working load 5500kN in accordance with
the specification.
no.
80,000.00
80,000.00
41
JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
IN SITU CONCRETE DESIGNED MIX
Concrete Grade: C15
1
50 mm thick lean concrete
m2
10.79
13.89
12.34
2
75 mm thick lean concrete
m2
17.02
16.99
17.01
3
100 mm thick lean concrete
m2
17.45
17.45
311.11
298.91
Concrete Grade: C30
4
Reinforced concrete base
m3
286.71
5
Reinforced concrete footings
m3
287.05
287.05
6
Reinforced concrete slab
m3
285.33
285.33
7
Reinforced concrete columns
m3
288.30
288.30
8
Reinforced concrete of beam
m3
288.09
311.11
299.60
9
Reinforced concrete walls
m3
283.31
311.11
297.21
10
Supply and lay reinforced concrete floor slab
225mm thick Grade 30 at channel bed of all
necessary formwork as shown in the drawings or as
directed by S.O.
m2
64.20
64.20
m2
61.78
61.78
Concrete Lining
11
Supply and lay concrete slab 200mm thick Grade
30 at channel slope and bed as shown in the
drawings or as directed by S.O.
Concrete Grade: C35
12
Reinforced concrete for water control gate base
structure.
m3
303.59
303.59
13
Reinforced concrete for wall water control gate
structure.
m3
302.73
302.73
14
Reinforced concrete for wall structure.
m3
305.45
305.45
43
JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Concrete Grade: C35A
15
Base
m3
298.66
323.36
311.01
16
Wall
m3
298.66
323.36
311.01
17
Buttress Wall
m3
298.66
298.66
18
Column
m3
298.66
298.66
19
Beam and Slab for Driveway
m3
298.66
298.66
20
Key Wall
m3
298.66
298.66
Concrete Grade: C40
21
Reinforced concrete foundation & Abutments.
m3
338.64
338.64
22
Reinforced concrete piers & cross beams.
m3
338.64
338.64
High Performnce Concrete Grade 40/20 for
23
Deck Slab
m3
338.64
338.64
24
Diaphragms
m3
338.64
338.64
25
RC approach Slab
m3
338.64
338.64
no.
31,500.00
31,500.00
PRECAST CONCRETE
Prestressed post-tensioned beams
26
Supply, loading, unloading in casting yard, transport
and launching 16.0m long high permonce concrete
Pre-tensioned Prestressed M-Beams including
strands, prestressing, grouting and anchorage all in
accordance with the Specification and as shown in
the Drawing.
44
JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Precast concrete parapets (1.2m) with High
performance
27
Precast concrete parapets (1.2m) with concrete
grade 40 including reinforcement, anchorage,
hooks etc. with ribbed finish as per Drawing.
no.
404.44
404.44
m2
178.98
178.98
m
66.45
66.45
Concrete Interlocking Blockmat VIP LINER
28
Supply and lay precast interlocking concrete
blockmat 600mm thick VIP LINER or equivalent as
shown in the drawings or as directed by S.O.
Electrical Fitting Trenches cover
29
Precast concrete;730mm(W) x 480mm (L) x 50mm
thick
FORMWORK
30
Class F1 : Rough finish
m2
31.93
30.92
31.42
31
Class F2 : Fair finish
m2
33.57
34.86
34.21
32
Class F3 : Smooth finish
m2
32.91
32.91
REINFORCEMENT
Mild Steel Bars
33
Nominal diameter: 8 mm.
t
3,172.73
3,172.73
34
Nominal diameter: 10 mm.
t
3,172.73
3,172.73
High Tensile Bars
35
Nominal diameter: 6 mm.
t
3,475.74
36
Nominal diameter: 10 mm.
t
3,389.95
3,234.09
3,312.02
37
Nominal diameter: 12 mm.
t
3,365.41
3,234.85
3,300.13
45
3,475.74
JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
38
Nominal diameter: 16 mm.
t
3,372.16
3,175.46
3,273.81
39
Nominal diameter: 20 mm.
t
3,349.33
3,192.43
3,270.88
40
Nominal diameter: 25 mm.
t
3,340.77
3,211.37
3,276.07
41
Nominal diameter: 32 mm.
t
3,150.00
3,150.00
High Tensile Steel Fabric
42
High tensile steel fabric – mesh A393 (A10), 6.16
kg/m2.
m2
20.44
20.44
m2
19.07
19.07
Fabric of Other Stated Material
43
Supply and installed BRC A10
CONCRETE ANCILLARIES
Joints
44
Construction joint.
m
93.84
93.84
45
Construction joint, 500mm wide.
m
97.22
97.22
m
52.82
52.82
128.70
128.37
Contraction joint
46
Concrete Contraction joint (at every 10m)
Expansion joints
47
Expansion joints. Rate to include 25 mm thick resin
bonded cork filler .
m
128.03
48
Concrete Expansion joint ( at max. 30m)
m
53.50
53.50
49
Form Expansion joints at Abutment wall & deck
slab.
m
122.86
122.86
92.48
89.83
Waterstop
50
230 mm wide rubber waterstop including cutting
and jointing of waterstops and provision of special
fittings at angles and junctions.
m
46
87.19
JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
ANCILLARY WORK
STRUCTURES
FOR
WATER
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
RETAINING
Water Proofing Admixtures
Asphalt
51
One layer of 20 mm thick asphalt laid on sloping
surface area at raft foundation
m2
23.20
23.20
52
One layer of 5 mm thick waterproofing membrane
laid on sloping flat roof surface area.
m2
46.91
46.91
53
Supply and install 300 wide x 1.5mm thk
waterproofing membrane.
m2
47
34.33
34.33
JADUAL PURATA
KADAR HARGA 2014
3.3.9: BRICKWORK, BLOCKWORK & MASONRY (CLASS J)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
75.91
80.24
78.07
KAWASAN
TIMUR
KESELURUHAN
BRICKWORK
1
230 mm thick brickwork laid in stretcher bond,
jointed in 1:3 cement mortar for vertical straight
m2
2
110 mm thick common brickwork laid in stretcher
bond, jointed in 1:3 cement mortar for vertical
straight walls.
m2
41.15
41.15
m2
12.64
12.64
MISCELLANEOUS WORK
Ancillaries
3
Damp proof courses; to BS 743 Type D.
48
JADUAL PURATA
KADAR HARGA 2014
3.3.10: TIMBER WORK (CLASS K)
KETERANGAN KERJA
UNIT
1150mm High (overall) of Cengal Wood handrailing
to approved pattern and varnish to timber
including all necessary bend, joints, accessories etc.
and all as per detail drawings.
m
BIL
KAWASAN
UTARA
PURATA KADAR HARGA 2014 (RM)
KAWASAN
KAWASAN
KESELURUHAN
TENGAH
TIMUR
Hand railing
1
49
360.27
360.27
JADUAL PURATA
KADAR HARGA 2014
3.3.11: METALWORK (CLASS L)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
1
Galvanised iron railing with post and handrail at
parapets complete with and including 16mm
diameter galvanised mild steel bolt bent to 'U'
shape with nuts and washers and two coats of
bituminous paint on base of post as shown in the
Drawing.
m
2
Safety Handrail on top of Flood channel Wall as per
detail Drawing.
m
240.00
3
Supply and fix in place 25mm diameter galvanized
iron Cat Ladder or G.I. Rung for access to river edge
all in accordance with details in Drawings and/or
as directed by the S.O.
no.
1,190.00
4
Galvanised mild steel ladders; 75 diameter x 12mm
thk. Hot Dip Galvernised G.I stringer with 20 mm
diameter steel rungs at 300 mm centres. Rate to
include full assemblies as shown in Drawing.
no.
3,375.00
3,375.00
5
Supply, fabricate and install of 2m x 2.2m Trash
Screen (Hot Dip Galvanised M.S. Steel Grating) for
trash screen structure as shown in drawing no.
RTBSL3/RPM/C/ DD/03.
no.
5,759.00
5,759.00
6
Galvanised mild steel grating cover for [100 kN
load] for sump.
no.
4,520.00
4,520.00
7
Galvanised mild steel grating cover for [100 kN
load]for pump house.
no.
4,920.00
4,920.00
8
Galvanised mild steel ladders; [70 x 70 x 10 mm
thick x 10.3 kg/m stringer 400 mm] apart, with [25
mm] diameter steel rungs at [300 mm] centres.
Rate to include full assemblies.
m
229.00
229.00
50
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
172.50
172.50
160.83
200.42
1,190.00
JADUAL PURATA
KADAR HARGA 2014
3.3.11: METALWORK (CLASS L)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
9
Supply and fix in place 900mm high galvanized iron
posts to Pump Sump Wall including railing,
accessories, etc. all in accordance with details in
Drawings and/or as directed by the S.O.
m
10
Supply and installed 5mm thick aluminium stick
gauge including all markings, lettering and bolts
and nuts as shown in the drawing
no.
967.10
967.10
11
0.6m long. 25mm diameter Galvanised Dowel Bars
at Pier complete with rubber dowel cap.
no.
31.18
31.18
12
Supply and Install Cat Ladder
m
13
16mm diameter Galvanised steel Anchor at
approach slab with spacing 300mm c/c.
no.
45.64
45.64
14
Supply and install mild steel grill for window and
door.
m2
211.59
211.59
51
KAWASAN
UTARA
KAWASAN
TENGAH
255.00
KAWASAN
TIMUR
KESELURUHAN
255.00
504.00
504.00
JADUAL PURATA
KADAR HARGA 2014
3.3.12:
BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
ROOFING WORK
Roof Structure
1
Proprietary roofting system shall be deemed to be
roofting system and components to be design by
contractor
(Metal
Roof
Truss
system).
Approximate area of 45 m2.
Item
5,469.79
5,469.79
2
200mm x 25mm Thick wrought pressure-treated
Group 'B' timber as described fascia board
including one (1) undercoat and two (2) finishing
coats of gloss enamel paint as described.
m
31.66
31.66
3
200mm x 15mm Thick wrought pressure-treated
Group 'B' timber as described gable end including
one (1) undercoat and two (2) finishing coats of
gloss enamel paint as described.
m2
70.00
70.00
Roof Covering
4
Interlocking concrete roofing tiles laid to 25
degrees to the horizontal as shown in Drawing
including preparing surfaces, forming joints,
overlaps, mitres, angles, fillets, built-up edges,
and laying to falls or cambers, cutting, notching,
bending, and bedding.
m2
5
Approved 'Monier' sunburn red concrete roof tiles
at 25 degree laid to pitch roofing structure
(measured separately) and jointed strictly in
accordance with manufacturer's instructions and
including all necessary apex tiles, ridge, hip, valley
and end caps jointed in waterproofing coloured
cement mortar (1:3) as described (measure flat on
plan)
m2
6
Roofing 25mm thk polycarbonate flat sheet laid at
14° Degree to the horizontal as shown in the
Drawing No DNA/RS/12/ 053/PP/PS/HO/18
m2
52
49.00
49.00
50.44
262.50
50.44
262.50
JADUAL PURATA
KADAR HARGA 2014
3.3.12:
BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
7
50 mm thick fiberglass insulation including
preparing surfaces, forming joints, overlaps,
mitres, angles, fillets, built-up edges, and laying to
falls or cambers, cutting, notching, bending and
bedding.
m2
8
Double sided 'Delta Foil' or other equivalent
m2
8.85
8.85
9
50mm Thick fibre glass wool insulation laid on
roof trusses and including chicken wire mesh
m2
10.85
10.85
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Insulation
16.82
16.82
Gutters and Downpipes
10
100 mm diameter uPVC rain water down pipes.
m
36.84
36.84
11
100 mm diameter uPVC elbow for rain water
down pipes.
no.
35.91
35.91
no.
599.68
599.68
WINDOWS AND DOORS
12
DOORS
Timber
Single leaf solid timber door 900 mm × 2100 mm
type waterproofing as supplied by manufacturer
as shown in Drawing No. ETTKT/RPM/A/CH1/02
13
Supply and install 950mm x 2100mm x 40mm
thick single leaf internal laminated flush door
panel with 1.0mm thick GI Frames and approved
ironmongery, jointing materials and other
accessories and including approved timber and
metal paint finish to all exposed surfaces.
no.
621.61
621.61
14
Supply and install 750mm x 2100mm x 40mm
thick single leaf internal laminated flush door
panel with 1.0mm thick GI Frames and approved
ironmongery, jointing materials and other
accessories and including approved timber and
metal paint finish to all exposed surfaces.
no.
540.96
540.96
53
JADUAL PURATA
KADAR HARGA 2014
3.3.12:
BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
15
Supply and install 900mm x 2100mm x 40mm
thick single leaf solid hardwood (Grade B) door
panel with 1.0mm thick GI Frames and approved
ironmongery, jointing materials and other
accessories and including approved timber and
metal paint finish to all exposed surfaces.
no.
686.73
686.73
16
Single leaf plywood flush door type flush door.
no.
342.73
342.73
17
Grade A, 2100 mm x 900 mm timber doors
frames.
no.
437.27
437.27
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Metal
18
Supply and install 2500 mm x 2500 mm manual
roller shutter door complete with rollers, guide,
pelmet, and locks; as shown in Drawing.
no.
3,827.27
3,827.27
19
Supply and install 2500 mm x 1750 mm manual
roller shutter door complete with rollers, guide,
pelmet, and locks; as shown in Drawing.
no.
2,968.18
2,968.18
20
Natural anodised aluminium door frames 2100
mm × 1700 mm as shown in Drawing.
No.
738.20
738.20
Windows
21
Natural anodised aluminium side hung casement
window 1800 mm × 1650 mm complete with 6
mm thick clear float glass as shown in Drawing
No. ETTKT/RPM/A/CH1/02
No.
753.09
753.09
22
Natural anodised aluminium frame to suit size
2100 mm × 1700 mm as shown in Drawing
ETTKT/RPM/A/CH1/02
No.
979.03
979.03
54
JADUAL PURATA
KADAR HARGA 2014
3.3.12:
BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Ironmongeries
31
Pair of stainless steel hinges;75 mm x 50 mm.
no.
40.27
40.27
32
Pair of stainless steel butt hinges;100 mm x 75
mm.
no.
38.55
38.55
33
Cylindrical knobset with stainless steel finish.
no.
96.82
96.82
34
Half deadbolt.
no.
33.11
33.11
35
Door closers, 140 mm x 22 mm
no.
139.55
139.55
FINISHES
Floor Finishes
36
Homogeneous tiles 300 mm × 300 mm × 7.6 mm
including cement mortar screed.
m2
71.96
37
25 mm thick cement and sand pavings to floor.
m2
18.83
38
25 mm thick cement and sand pavings 1:3 to
apron.
m2
39
Supply and apply sand pebble wash as finising for
exposed surface with Architect's Specifications.
m2
71.96
17.91
18.37
17.45
17.45
95.20
95.20
Wall Finishes
40
19mm thick cement and sand (1:6) mixed with
and approved plasticiser with wooden float at
plainface walls, beams, columns and the likes.
m2
16.42
16.42
41
Glazed wall tiles tiles; 200mm x 200mm x 8.5 mm
thick including cement mortar screed for toilet
and shower slab finishes.
m2
72.04
72.04
56
JADUAL PURATA
KADAR HARGA 2014
3.3.12:
BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Supply and fix the following in approved brown
anodised aluminium casement windows and
frames fabricated from extruded section, glazed
with and including 5mm thick clear glass with
glazing gasket complete with all necessary
ironmongeries and other accessories including
building in or cutting and priming, bedding frames
in cement mortar (1:3) and pointed internally with
an approved tropical mastic and externally with
and approved silicon sealant caulking accordance
with manufacturer's instruction etc.
23
1800mm x 1200mm High (overall size) fixed glass
window comprise of 2 Nos x 900mm x 1200mm
High equal panel c/w opening as per drawings.
no.
640.47
640.47
24
1200mm x 1200mm High (overall size) casement
window comprise of 2 Nos x 600mm x 1200mm
High equal panel.
no.
407.66
407.66
25
1200mm x 600mm High (overall size) top hung
window comprise of 2 Nos x 600mm x 600mm
High equal panel.
no.
281.29
281.29
26
600mm x 600mm High (overall size) top hung
window.
no.
169.62
169.62
27
1150 mm x 1800 mm natural anodised aluminium
side hung casement window complete with 6 mm
thick clear float glass as shown in Drawing.
no.
696.35
696.35
28
Grade A timber windows; 500 mm x 600 mm
fitted with standard sill and complete with 6 mm
thick float glass louvers and 10 mm security bar as
shown in Drawing.
no.
191.45
191.45
29
Grade A timber windows; 1150 mm x 1800 mm
fitted with standard sill and complete with 6 mm
thick clear float glass side hung casement window.
no.
677.21
677.21
30
Supply and fix anti-vermin netting on outside to
window.
no.
117.27
143.58
55
169.88
JADUAL PURATA
KADAR HARGA 2014
3.3.12:
BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
42
Approved glazed ceramic wall and floor tiles
including border tiles as described bedded, jointed
and pointed in match coloured cement lining on
20mm Thick cement and sand (1:3) screed and
laid in approved pattern as described all as per
S.O's satisfaction.
m2
83.05
83.05
43
Non-slip ceramic tiles; 200mm x 200mm x 7 mm
thick including cement mortar screed for toilet
wall finishes.
m2
68.40
68.40
44
Artificial timber wall cladding (Shera splendid wall
plank or equivalent) fix to external wall including
framing, all accordance to manufacturers detail.
m2
131.20
131.20
m2
46.75
46.75
Item
7,809.10
7,809.10
no.
1,703.63
1,703.63
Set
1,040.21
1,040.21
Item
7,717.27
7,717.27
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Ceiling Finishes
45
600mm x 1200mm x 3.2mm Thick 'UAC' superflex
or other equal and approved suspended non
asbestos sheet not exceeding 3.50m including
light through, at necessary joints anti up lift insert
rod on timber frame fixed in accordance to
manufacturer's instructions all as per S.O's
satisfaction.
PLUMBING WORK
46
47
48
49
Cold Water Plumbing System
Cold water plumbing system as shown
schematically in Drawing and including all fittings,
stop-cocks, basin and taps.
Water Storage Tank
1500 litres HDPE water storage tank as per
Specification for Water Supply Plumbing, Sanitary,
& Rainwater Goods Installation and including
supporting frame.
150 gallons Polytank c/w support and all
accessories
Sanitary Plumbing System
Sanitary plumbing system as per specification and
including all fittings.
57
JADUAL PURATA
KADAR HARGA 2014
3.3.12:
BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Sanitary Appliances
Supply and fix the following 'Inax' or other equal
and approved sanitary fittings and accessories
including storing, assembling, bedding, plugging
and screwing with matching screws, cutting and
pinning or building in pinning or building in
brackets, jointing and connecting to services and
to soil and waste pipes and making and making
good all works disturbed all as per manufacturer's
specifications :50
Pedestal water closet with 'P' or 'S' trap complete
with seat cover and top inlet 6 litres manual flush
valve and all other necessary accessories
no.
779.69
779.69
51
Back inlet squatting water closet complete with
high level UPVC cistern and pull chain, concealed
'P' or 'S' trap, fitting, flush pipe, fixing bracket for
cistern and all other accessories
no.
479.58
479.58
52
Padestal water closet with low tank for wheel
chair users (OKU) with 'P' or 'S' trap complete with
seat cover and top inlet 6 litres manual flush
valve, handicapped grab bar and all other
necessary accessories for OKU
no.
925.75
925.75
53
Wash hand basin (wall hung) with lever handle
pillar tap and all necessary accessories to S.O's
approval
no.
293.72
293.72
54
Semi-recessed wash hand basin c/w pillar tap and
all necessary accessories to S.O's approval
no.
242.27
242.27
55
Stainless steel floor trap with approved
waterproof compound cement grout as per
manufacturer's specifications
no.
47.53
47.53
56
Chrome plated bib tap (DOE or equivalent)
no.
58.82
58.82
58
JADUAL PURATA
KADAR HARGA 2014
3.3.12:
BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
57
Water closets; Claytan 404 or approved
equivalent 6-litre single flush side lever, bottom
inlet overflow cistern with flapper valve internal
fittings including medium duty plastic seat and
cover.
no.
450.00
450.00
Item
3,600.77
3,600.77
no.
7,363.64
7,363.64
58
59
Septic Tank
Design, supply, deliver, unload, install and
construct septic tank of 5 PE, all as per
manufacturer's specification including piling
works, reinforced concrete structure, finishes,
mechanical and electrical works, plumbing,
external works within compound and testing
commissioning, spare parts, final inspection
chamber etc. all as per manufacturer's
specifications and approved by JPP (contractor
shall submit detail drawings and specifications for
approval and pay all fee in relation therewith)(
Deemed to include stand pipe )
Septic tank for five population equivalent (5 PE)
with a minimum of 24 hours of hydraulic
retention time and a dual size aggregate down
flow filter media including foundation, excavation,
upholding sides of excavation, bedding,
installation,backfilling and all other related works
where expressly required.
59
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
JADUAL PURATA
KADAR HARGA 2014
3.3.12:
BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
TNB SUB-STATION
60
61
Construct and complete TNB Substation of overall
size of 7.7m (L) x 5.1 m(W) x 4m (H) generally of
reinforced concrete foundations, slab, ramp and
apron on hardcore, reinforced concrete frame and
RC flat roof and gutter, brickwall with plaster and
paint externally and internally, painting to off
form ceiling and beam, plywood flush door, FRP
louvered doors and windows with anti-vermin
netting, approved waterproofing system to RC flat
roof and gutter,anti-termite /pest control, UPVC
downpipes with cement render floor finished with
and including all necessary excavation,
reinforcements, formwork, hardware, painting
and supply and fix of sanitary wares and fittings as
per Drawings and Specifications.(excluding piling
works)
PLANT SWITCH ROOM
Construct and complete Control House overall
size of 8.65 m (L) x 4.0 m(W) x 4m (H) constructed
generally of reinforced concrete foundations, slab,
ramp and apron on hardcore, reinforced concrete
frame and RC flat roof and gutter, brickwall with
plaster and paint externally and internally,
painting to off form ceiling and beam, plywood
flush door, FRP louvered doors and windows with
anti-vermin netting, approved waterproofing
system to RC flat roof and gutter,anti-termite
/pest control, UPVC downpipes with cement
render floor finished with and including all
necessary excavation, reinforcement, formwork,
hardware, painting and supply and fix of sanitary
wares and fittings as per Drawings and
Specifications.(not include piling works)
no.
69,100.00
69,100.00
no.
64,000.00
64,000.00
60
JADUAL PURATA
KADAR HARGA 2014
3.3.13:
PAINTING WORK (CLASS N)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
m2
36.43
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
EPOXY OR POLYURETHANE PAINT
Metal Surfaces
1
Prepare and apply [one] coat of base primer and
two coats of epoxy paint externally to: Metal
surfaces other than pipework.(both sides)
36.43
OIL PAINT
Application of protective coating to bridge
structure
2
a). One layer of primer and two layers of top coat
inclusive of surface preparation to all exposed
surfaces of beams, diaphragms and parapets.
m2
16.78
16.78
3
b). One layer of primer and two layers of top coat
inclusive of surface preparation to all exposed
surfaces of abutments and piers above water.
m2
16.62
16.62
4
c). Two layers of epoxy coating inclusive of surface
preparation to all exposed underwater surfaces of
abutments and piers.
m2
30.00
30.00
EMULSION PAINT / ACRYLIC PAINT
5
Prepare and apply one coat of sealer and two coats
of acrylic paint to buttress wall, column and slab.
m2
9.65
6
Prepare and apply one coat of base primer and two
coats of emulsion paint to smooth plastered
surfaces of internal and external walls, columns
exceeding 300 mm girth.
m2
16.13
7
Prepare and apply one coat sealer and two coats of
'ICI' or other equal and approved acrylic weather
shield paint at plastered surfaces of walls, beams,
columns and the likes.
m2
61
9.65
13.70
14.92
12.12
12.12
JADUAL PURATA
KADAR HARGA 2014
3.3.14: PIPEWORKS (CLASS O)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
TRENCH EXCAVATION
In Earth
Trench excavation shall be deemed to include
preparation of surfaces, excavation for bedding,
multiple handling, disposal of surplus excavated
material (including unsuitable material), upholding
sides of excavation, allowance for working space,
backfilling, removal of dead services, and
reinstatement of original surface unless covered by
separate items.
Excavation for Chambers
1
In earth for electrical fittings in 750mm (W) X
750mm (H)
m3
15.00
15.00
m
72.73
72.73
Electrical Fitting Tranches cover
2
Precast concrete;730mm(W) x 480mm (L) x 50mm
thick
PIPES
Supply and lay in position 150mm dia ABS
underdrain pipe including all necessary cutting and
geotextile wrapping.
m
80.44
80.44
High density polyethylene (HDPE) solid wall plain
ended pipe to MS 1058 for the following:
3
100 mm OD, PE 80, PN 16 in standard length of 2m.
m
62
55.36
55.36
JADUAL PURATA
KADAR HARGA 2014
3.3.14: PIPEWORKS (CLASS O)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
no.
1,700.00
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Spigot socket ended ductile iron pipes to BS EN
545, with metallic zinc and bitumen external
coating and cement mortar lined internally for the
contruction of 2 culverts underneath the
maintenance road at the saddle dyke. Rate to
include supply and making joints complete for the
following:
4
300 mm DN in standard length of 6 m.
1,700.00
Sluice Gate
5
Supply, deliver, install, test and commissioning the
1.5m x 1.5m ROWAT HDPE/SS 304 Sluice Gate of
non rising spindle including fixing materials come
with stainless steel XSV spindle extension, HDPE
XBV pedestal and handwheel XHW80. Design
hydrostatic pressure at 5m. Detail as per drawing
(RTBSL3/RPM/C/OS/05).
no.
16,350.00
16,350.00
Weephole
6
Supply and install minimum 75mm dia PVC pipe
weepholes inclusive of graded aggregate filter
layer and geosynthetics fabric as shown in
Drawings or as directed by S.O.
no.
14.70
14.70
7
Supply and install minimum 75mm dia PVC pipe
weepholes at 3 m c/c inclusive of graded
aggregate filter layer and geosynthetics fabric as
shown in Drawings or as directed by S.O
no.
14.70
14.70
8
150mm diameter porous concrete pipes wrapped
around with Type FS 68 geotextile behind walls of
culverts.
m
56.74
56.74
63
JADUAL PURATA
KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
DRAIN EXCAVATION
Drain excavation shall be deemed to include
preparation of surfaces, double handling, disposal
of surplus excavated material, upholding sides of
excavation, allowance for joints, backfilling, and
removal of dead services and reinstatement of
Original Surface unless covered by separate items.
1
In earth for 600 mm precast concrete block drain,
depth not exceeding 1.5 m.
m
17.00
17.00
2
In earth for 230 mm precast concrete block drain
depth not exceeding 1.5 m.
m
8.92
8.92
3
In earth for cascading drain as shown in Drawing
concrete block drain, depth not exceeding 1.5 m.
m
9.34
9.34
4
In earth for U-drain A1 (1500 mm by 1200 mm) not
exceeding 3.0 m.
m
17.68
17.68
5
In earth for U-drain A2 (2100 mm by 2100 mm) not
exceeding 3.0 m.
m
18.68
18.68
6
In earth for U-drain A3 (2700 mm by 2400 mm) not
exceeding 3.0 m.
m
20.50
20.50
7
In earth for U-drain A4 (2700 mm by 2400 mm) not
exceeding 3.0 m.
m
20.03
20.03
8
In earth for U-drain B1 (3600 mm by 3000 mm) not
exceeding 3.0 m.
m
31.15
31.15
9
In earth for U-drain B2 (3600 mm by 3600 mm) not
exceeding 3.0 m.
m
34.65
34.65
10
In earth for U-drain C1 (2700 mm by 2400 mm) not
exceeding 3.0 m.
m
21.50
21.50
11
In earth for U-drain C2 (2400 mm by 2400 mm) not
exceeding 3.0 m.
m
18.68
18.68
64
JADUAL PURATA
KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Perimeter Earth Drain
12
Excavation of new trapezoidal shaped collector
earth drain of depth not exceed 1m to the required
level and profile include all necessary trimming and
compaction.
m3
5.80
5.80
Excavation for Concrete Drain Sumps and Culverts
13
In earth for concrete drain, depth 1.2 m.
m3
5.88
5.88
14
In earth for 1800 mm x 1800 mm brick sump.
m3
6.08
6.08
15
In earth for 900mm pipe culvert depth 1.5 - 2.0 m
m
5.83
5.83
302.50
302.50
SURFACE DRAINS
Item for surface drains shall be deemed to include
cement jointing, sand and concrete beddings,
shuttering, struts, and weep holes.
16
1000 mm wide cast insitu concrete drain with
average 1000 mm high.
m
17
Precast concrete saucer drain for small run-off for
the connection road from Jalan Lencongan Barat
Timah Tasoh.
m
77.02
77.02
18
230 mm precast concrete block drain for the
perimeter drain.
m
46.67
46.67
19
Cascade drain cum 500mm x 500 mm sump;
reinforced concrete grade 30 as shown in Drawing.
m
105.00
105.00
65
JADUAL PURATA
KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
20
Roadside drain; 600 mm wide block drain with
average 900 mm high brick wall and plastering
including 600 mm x 100 mm x 100 mm precast
concrete struts at 6 m c/c.
m
348.91
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
348.91
Roadside Drain constructed of plastered brickwall
on concrete bedding. Mass concrete Grade 25/20
concrete, weepholes, RC struts, excavation,and
disposal of surplus excavated materials from site.
21
Construct 450mm dia. Block Drain with plastered
brickwall width 500mm and depth not exceeding
200mm.
m
94.50
94.50
m
27.17
27.17
m
72.48
72.48
Embankment Shoulder Drain
Insitu reinforced concrete Class 25/20 in Drains at
any inclination including joints, stepping,
excavation reinforcement, formwork where
necessary, backfilling and disposal of surplus
material.
22
175 mm invert wide, 175mm deep.
Collector Drain along River Bund Embankment
Insitu reinforced concrete Class 25/20 in Drains at
any inclination including joints, stepping,
excavation reinforcement, formwork where
necessary, backfilling and disposal of surplus
material.
23
400mm invert width, 500mm deep.
DRAINAGE SYSTEM
24
150mm Diameter x 350mm long UPVC Class D
downpipe at 3000mm centres as shown in the
Drawing.
no.
32.63
32.63
25
Mild steel grating, overall size 550mm x 330mm, as
shown in the Drawing.
no.
256.10
256.10
m
68.06
68.06
SUB-SOIL
26
150mm Dia UPVC perforated drainage pipe.
66
JADUAL PURATA
KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
NEHEMIAH WALL
To supply & lay drainage blanket (thick 300mm) behind Nehemiah wall panel.
27
Supply & lay 20mm single size aggregate.
m3
85.00
85.00
28
Supply & lay filter geotextile.
m2
14.60
14.60
To supply & lay drainage blanket (thick 300mm) behind of anchor blocks.
29
Supply & lay 20mm single size aggregate.
m3
85.00
85.00
30
Supply & lay filter geotextile.
m2
14.60
14.60
31
Supply & lay 100mm dia Perforated HDPE pipe
wrapped with filter geotextile.
m
30.00
30.00
no.
5,336.36
5,336.36
Local Drainage Outlet
32
To construct Grade 30; R.C outlet discharge
wingwall c/w formwork and reinforcement at the
outlet discharge point.Rate to include excavation
and backfill.
67
JADUAL PURATA
KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
CULVERTS
Item for culverts shall be deemed to include all
joints, water stop, reinforced concrete base, and
concrete surround unless otherwise stated.
33
900 mm diameter single precast concrete pipe
culvert, Class Z.
m
336.67
336.67
34
1500 mm diameter precast concrete pipe culvert,
Class Z in standard length of 3 m with spigot joint
and socket.
m
789.50
789.50
Precast Box Culvert
35
Box culvert A1 - 1500 mm x 1200 mm.
m
800.87
800.87
36
Box culvert A2 - 2100 mm x 2100 mm.
m
1,446.67
1,446.67
37
Box culvert A3 - 2700 mm x 2400 mm.
m
2,359.94
2,359.94
38
Box culvert A4 - 2700 mm x 2400 mm.
m
2,359.94
2,359.94
39
Box culvert B1 - 3600 mm x 3000 mm.
m
3,720.94
3,720.94
40
Box culvert B2 - 3600 mm x 3600 mm.
m
3,711.50
3,711.50
41
Box culvert C1 - 2700 mm x 2400 mm.
m
2,547.94
2,547.94
42
Box culvert C2 - 2400 mm x 2400 mm.
m
2,203.76
2,203.76
Precast U-Drain
43
U-drain A1 - 1500 mm x 1200 mm.
m
371.21
371.21
44
U-drain A2 - 2100 mm x 2100 mm.
m
786.43
786.43
45
U-drain A3 - 2700 mm x 2400 mm.
m
1,148.25
1,148.25
46
U-drain A4 - 2700 mm x 2400 mm.
m
1,147.00
1,147.00
47
U-drain B1 - 3600 mm x 3000 mm.
m
1,801.64
1,801.64
48
U-drain B2 - 3600 mm x 3600 mm.
m
2,141.71
2,141.71
68
JADUAL PURATA
KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
49
U-drain C1 - 2700 mm x 2400 mm.
m
1,161.25
1,161.25
50
U-drain C2 - 2400 mm x 2400 mm.
m
1,132.67
1,132.67
Precast Concrete Single Pipe Culvert
Supply and install Precast Reinforced Concrete Pipe
Culvert including spigot and socket jointing with
rubble ring and sand bedding, excavation,
backfilling and disposal of surplus excavated
materials from site.
51
900mm diameter
m
236.67
236.67
Culvert Inlet / Outlet Structures
900mm diameter
52
(i). Excavation for structure commensing from
existing ground surface to a depth as per drawing
and dispose at contractor dumpsite.
m3
6.51
6.51
53
(ii) 50mm thick lean concrete Grade 15/10
m2
12.31
12.31
54
55
56
(iii) Cast In-Situ Concrete Grade 25 :
a. Base
b. Wall
c. Key Beam at wingwall
m3
m3
m3
279.89
281.05
281.43
279.89
281.05
281.43
57
58
(iv) Bar and Helical Reinforcement :
a. Up to 12mm diameter.
b. 16mm diameter and above.
t
t
3,430.77
3,423.08
3,430.77
3,423.08
59
(v) Formwork :
a. Class F3
m2
42.63
42.63
69
JADUAL PURATA
KADAR HARGA 2014
3.3.16:
ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM)
KETERANGAN KERJA
BIL
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
SUBGRADE PREPARATION
1
Earth material to receive road pavement including
scarifying, levelling, and compaction of the top 300
mm of the subgrade to the specification.
m2
5.75
5.75
2
Stripping : topsoil average depth 500mm thick :
remove surplus from site.
m2
5.10
5.10
3
Preparation of formation level.
m2
1.13
1.13
6.01
6.01
SUB-BASE
4
Granular material with a CBR value of more than
30, complying with Specification clause 13008 in
100 mm thick to road.
m2
5
Granular (sand) material with a CBR value of more
than 30, complying with Specification in 50 mm
thick.
m2
6
Sub-base; 100mm thick sand.
m2
6.50
6.50
7
200mm thick Sub-base (CBR > 30%).
m2
9.05
9.05
8
400mm thick Sub-base (CBR > 30%).
m2
18.40
18.40
9
200mm thick crushed aggregate Roadbase. (CBR >
80%).
m2
11.94
11.94
10
200mm thick crushed aggregate Roadbase. (CBR >
80%).
m3
58.57
58.57
11
Crushed aggregates with a CBR value of more than
80, complying with Specification clause 13011 in
250 mm thick.
m2
18.66
18.66
12
Crushed aggregates with a CBR value of more than
80, complying with Specification in 300 mm thick.
m2
23.44
21.42
13
400mm thick crushed aggregate Roadbase. (CBR >
80%).
m2
23.56
23.56
71
3.37
19.40
3.37
JADUAL PURATA
KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
Supply, deliver, install, test and commissioning the
1.5m x 1.5m ROWAT HDPE/SS 304 Sluice Gate of
non rising spindle including fixing materials come
with stainless steel XSV spindle extension, HDPE
XBV pedestal and handwheel XHW80. Design
hydrostatic pressure at 5m.
no.
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Sluice Gate
60
16,350.00
16,350.00
SUMPS
Item for sumps shall be deemed to include sand
and concrete bedding, cement plastering, and
metalwork.
61
Bricks sumps; 900 mm x 900 mm x 1.20 m deep
including mild steel grating cover for 100 kN load
no.
62
Bricks sumps; 1800 mm x 1800 mm x 1.50 m deep.
no.
1,031.86
1,031.86
1,621.79
1,621.79
OTHER
63
Construction of V-notch weir . Rate to include all
formworks, reinforcements, concrete, connections
and any other works related to the construction of
the V-notch weir.
no.
70
2,912.00
2,912.00
JADUAL PURATA
KADAR HARGA 2014
3.3.16:
ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
m2
16.76
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Compacted Gravel Road
14
Construction of a compacted gravel road for
maintenance access at the upstream toe of the
dam wall. The compacted gravel road will be
approximately 3.5 m wide. 200 mm top soil will be
stripped and roadbase material will be tipped and
compacted at grade. (subgrade thickness of 200
mm from Contractor's source)
16.76
ROADBASE
Stabilised roadbase
15
100mm stabilised base (CBR > 80%)
m2
6.68
6.68
ROAD SHOULDER
16
Earth shoulder 500 mm thick compacted laterite
soil (or equivalent) as per Specification.
m2
11.20
11.20
m2
1.41
1.98
1.69
1.47
2.62
2.04
1.43
1.43
SURFACING
Tack Coat
17
Surfacing; Tack coat; bituminous top of crusher run
base
Prime Coat
18
Prime coat to be applied at a rate of 0.35 litres per
square metre as per Specification
m2
19
Bituminous prime coat SS-1 or SS-1K.
m2
72
JADUAL PURATA
KADAR HARGA 2014
3.3.16:
ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Asphaltic Concrete
20
Surfacing; Asphaltic concrete; 50mm thick binder
course
m2
21
Surfacing; Asphaltic concrete; 50mm thick wearing
course
m2
22
60mm thick asphaltic concrete binder course
m2
23
65 mm thick binder course.
m2
24
70mm thick asphaltic concrete binder course ACB
28.
m2
30.80
30.80
m2
32.75
32.75
m2
78.82
78.82
24.22
22.06
22.06
25.78
25.00
29.99
29.99
29.91
29.91
Dense Bituminous Macadam
25
80mm thick dense bituminous macadam DBM 40
CONCRETE PAVEMENT
26
Precast interlocking concrete blocks of 200mm x
100mm x 80mm thick.
KERBS, CHANNEL, AND EDGINGS
Precast Concrete Kerbs
27
Precast concrete kerbs, Type I as shown in the
Drawing
m
28
Median kerbs type SM2; precast concrete L-shape
profile; including insitu concrete beds and
haunchings all as per drawing.
m
34.19
34.19
35.72
35.72
Concrete Edgings
29
Concrete edgings of 150 mm x 100 mm high
m
73
29.37
29.37
JADUAL PURATA
KADAR HARGA 2014
3.3.16:
ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
m
40.29
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Concrete Channels
30
Concrete channels, Type A as shown in Drawing
40.29
ROAD FURNITURES
Signage
Supply, deliver and install traffic signboards as
shown in the drawings.
31
WD 24 (Caution).
no.
338.06
338.06
32
Supply, deliver and install JPS standard river signs
as shown in the drawings.
no.
432.83
432.83
Pavement Markings
33
150 mm wide discontinuous line centre line
m
6.18
6.18
34
150 mm wide continuous line edge line
m
6.38
6.38
Road Markings
Prepare and apply hot spray thermoplastic road
marking paint:
35
Centre line/lane line 1000mm intermittent 100mm
wide.
m
3.15
3.15
36
Continuous edge line/channelising line 150mm
wide.
m
2.95
2.95
37
Double line in double continuous 100mm wide .
m
3.29
3.29
38
Giveway line 200mm wide intermittent.
m
3.25
3.25
Traffic Barrier
39
Single mounted corrugated steel beam guardrail
with post at 3.8 m spacing inclusive of delineators.
Rate to include bolts, nuts, posts, and other
ancillary work.
m
74
272.33
272.33
JADUAL PURATA
KADAR HARGA 2014
3.3.16:
ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
Supply, deliver and install single face guardrails
inclusive of galvanise steel posts, washers, nuts,
delineators and accessories; all in accordance with
specifications and drawings.
m
253.14
253.14
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
Guardrails
40
Testing
41
To carry out CBR test for the SUBBASE in
accordance to BS 1377 including sampling, material
testing and reporting.
no.
170.60
170.60
42
To carry out Gradation test for the ROADBASE in
accordance to BS 1377 including sampling, material
testing and reporting.
no.
137.00
137.00
43
The contractor shall cut core samples of not less
100 mm nominal diameter at locations selected by
S.O. The core sample shall be used by the S.O to
determine the thickness of the compacted layer of
mix & compacted density of the mix. Test shall be
inaccordance to ASTM Test Method D 1188 or
ASTM Test Method D 2726,whichever is applicable.
no.
113.56
113.56
75
JADUAL PURATA
KADAR HARGA 2014
3.3.17: MISCELLANEOUS WORKS (CLASS T)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
FENCES
Items for fences shall be deemed to include
excavation, preparation of surfaces, disposal of
excavated material, upholding sides of excavation,
backfilling, concrete, formwork, reinforcement, and
all posts and foundation.
1
3 mm diameter PVC-coated galvanised mild steel
wire of 50 mm square mesh, 2.0 m overall height
chain link fencing complete with post at 3 m
centres as shown in Drawing including all posts,
raked angle, straining wires, barb wires, concrete
kerbs, and foundations.
m
2
3 mm diameter PVC-coated galvanised mild steel
wire of 50 mm square mesh, 3.0m overall height
chain link fencing complete with post including 1.0m
walls as shown in Drawing .
m
3
To supply and install concrete bollard 300mm dia. x
800mm height complete with all necessary
accessories.
no
78.50
204.17
78.50
204.17
236.14
236.14
Item for anti cut and anti climb fence shall be
deemed to include all posts, raked angle, straining
wires, barb wires, kerbs where applicable and their
4
Welded mesh panel, 4.5 mm wire diameter with
100 (W) mm by 15 (H) mm mesh or approved
equivalent, installed at 2.5 m high with G.I. pole at
2 m spacing bared into ground footing. Ground
footing to be reinforced concrete ground beam 100
mm (H) by 150 mm (W) using T12 steel bars and T6
links. Bared wires place at top of fence (refer
Drawing).
m
5
Reconstruct Fence Adjacent To Pulapol Boundary,
3.0m height anti climb fence.
m
76
329.52
329.52
355.91
355.91
JADUAL PURATA
KADAR HARGA 2014
3.3.17: MISCELLANEOUS WORKS (CLASS T)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
3 mm diameter PVC-coated galvanised mild steel
wire of 50 mm square mesh, 3.0 m wide x 2.5 m
overall height double leaf chain link gate with 60.3
mm OD x 5 mm thick circular hollow section as
frame as shown in Drawing including all posts,
hinges, bolts, lock plates, angle braces, barb wires,
all necessary welding and foundations.
no.
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
GATES
6
3,926.79
3,926.79
Items for gates shall be deemed to include
excavation, preparation of surfaces, disposal of
excavated material, upholding sides of excavation,
backfilling, concrete, formwork, reinforcement,
posts and foundations, hinges, bolts,hollow section,
rollers, lockplates, and all necessary welding.
7
Sliding gate as shown in the drawing.
no.
8,375.00
8,375.00
8
Double leaf mild steel gate 4500 mm x 3000 mm
high, consisting of 50 x 30 x 3.2 mm thick
rectangular hollow section as frame welded 30 x 30
x 2.6 mm thick square hollow section; including
painting, ironmongery; fixing with hinges on lugs
built in masonry backing as shown in Drawing.
no.
6,300.00
6,300.00
INSTRUMENTATION
9
10
11
To provide and installed:
a) Rod Settlement Gauges
b) Surface settlement marker
c) Inclinometer
no.
no.
no.
554.17
471.67
1,274.00
554.17
471.67
1,274.00
12
Provide all labour, equipments, tools, material,
transport and whatever necessary to carry out the
monitoring works at the frequency of once a
month at the instruments location below.
no.
500.00
500.00
13
Provide 4 copies of the monthly monitoring report.
no.
500.00
500.00
77
JADUAL PURATA
KADAR HARGA 2014
3.3.17: MISCELLANEOUS WORKS (CLASS T)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
14
To provide manpower and transport to carry out
monitoring works, process and transfer data.
trips
15
Piezometer as per Specification and as shown in
Drawing. Rate to include pre-boring, installation
and development of piezometer.
no.
15,297.33
15,297.33
16
Monitoring of instrument for the above instrument
at the project site by Specialist as per Specification.
Rate to include preparation of monitoring report to
be submitted on a monthly basis.
no.
4,433.33
4,433.33
KAWASAN
UTARA
KAWASAN
TENGAH
492.50
KAWASAN
TIMUR
KESELURUHAN
492.50
BEARING PADS
LAMINATED ELASTOMERIC BEARINGS
17
18
19
20
Laminated Elastomeric Bearings (Fixed)
475mm x 475mm x 45mm thick Laminated
Elastomeric bearings on minimum 25mm thick
epoxy resin mortar Grade 70 in accordance with
the Specification and as shown in Drawing.
400mm x 300mm x 60mm thick Laminated
Elastomeric bearings on minimum 25mm thick
epoxy resin mortar Grade 70 in accordance with
the Specification and as shown in Drawing.
Laminated Elastomeric Bearings (Free)
475mm x 475mm x 60mm thick Laminated
Elastomeric bearings on minimum 25mm thick
epoxy resin mortar Grade 70 in accordance with
the Specification and as shown in Drawing.
450mm x 2800mm x 100mm thick Laminated
Elastomeric bearings on 50mm thick grout bedding
and concrete upstand.
no.
546.14
546.14
no.
555.00
555.00
no.
620.66
620.66
no.
472.50
472.50
78
JADUAL PURATA
KADAR HARGA 2014
3.3.17: MISCELLANEOUS WORKS (CLASS T)
PURATA KADAR HARGA 2014 (RM)
BIL
KETERANGAN KERJA
UNIT
21
400mm x 300mm x 60mm thick Laminated
Elastomeric bearings on minimum 20mm thick
epoxy resin mortar Grade 70 in accordance with
the Specification and as shown in Drawing.
no.
800.00
800.00
22
Brass Plaque as shown in the Drawing.
no.
2,121.25
2,121.25
set
10,499.91
10,499.91
no.
1,819.73
1,819.73
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMUR
KESELURUHAN
SIGNAGES & INTERPRETIVE PANEL
Info Panel at Main Entrance Wall (Type E2)
23
Overall size: 1500mm (H) x 2950mm (L)
Panel size: 1 500mm (H) x 900mm, 600mm,
700mm, 600mm (L)
2mm thk aluminum box up base with 2K spray
painted finish and 10mm thk cut out clear acrylic
with 2K spray painted finish for logo/logotype.
With wooden panel for top header with engraved
and colour infilled for texts.
With 5mm thk clear acrylic middle signface panel
and reversed inkjet sticker mounted onto base with
4pcs of chrome button screws for each panel.
With 5mm thk clear acrylic graphic with 2K spray
painted finish mounted onto wooden panel.
All to be mounted onto existing wall.
Amenities Projecting Directional Sign (double
sided) (Type E8)
24
Panel size: 400mm (dia)
3mm thk aluminum sign panel with backing frame,
complete with photo chemical etching with full
colour infill for texts & graphics mounted onto mild
steel frame structure c/w spray painted finish
bolted onto existing wall.
Male/Female/Disable WC.
79
KOS UPAH BURUH
JABATAN PENGAIRAN DAN SALIRAN,
MALAYSIA
JADUAL PURATA
KADAR HARGA 2014
4.0
KOS UPAH BURUH
4.1
TUJUAN
Bahagian ini mengandungi maklumat berhubung dengan kos dan kadar upah
buruh.
4.2
BENTUK MAKLUMAT DAN PERTIMBANGAN
Maklumat diberikan dalam bentuk RM sehari untuk tempoh lapan jam. Kadar
ini adalah termasuk tambahan lima belas peratus (15%) seperti yang
dinyatakan dalam klausa 25.2 Syarat-syarat Kontrak JKR 203A (Rev.1/2010).
80
JADUAL PURATA
KADAR HARGA 2014
4.3 : KOS UPAH BURUH
Item
Description
UNIT
KAWASAN
UTARA
PURATA KADAR HARGA 2014 (RM)
KAWASAN
KAWASAN
KESELURUHAN
TENGAH
TIMUR
1
General Labour
day
64.20
61.45
62.50
62.70
2
Ganger/Chargehand
day
91.30
83.25
81.25
85.30
3
Concretor
day
80.15
79.40
76.35
78.65
4
Mason
day
86.95
79.10
77.70
81.25
5
Carpenter/Joiner
day
86.95
83.55
86.50
85.60
6
Steel Bar Bender and Fixer
day
87.20
83.80
89.10
86.70
7
Pnuematic Tool Operator
day
96.05
88.85
98.90
94.60
8
Welder
day
92.60
99.30
85.80
92.60
9
Ringger/Driller
day
100.30
92.20
98.75
97.10
10
Fitter
day
96.70
80.80
92.90
90.10
11
Pavior/Plasterer
day
90.00
87.15
86.25
87.80
12
Drainlayer
day
89.35
82.90
75.45
82.60
13
Lorry Driver
day
96.95
83.40
83.65
88.00
14
Watchman
day
90.00
65.65
61.80
72.50
15
Plant/Excavator Operator/Driver
day
106.15
90.20
82.00
92.80
16
Electrician
day
95.90
93.60
88.00
92.50
17
Metal Worker
day
89.70
89.35
84.45
87.85
81
KOS SEWA
LOJI & PERALATAN
JABATAN PENGAIRAN DAN SALIRAN,
MALAYSIA
JADUAL PURATA
KADAR HARGA 2014
5.0
KOS SEWA LOJI DAN PERALATAN
5.1
TUJUAN
Bahagian ini mengandungi maklumat berhubung dengan kos sewa loji dan
peralatan.
5.2
BENTUK MAKLUMAT DAN PERTIMBANGAN
Maklumat diberikan dalam bentuk RM sejam.
Kadar Harga adalah termasuk:(i)
loji/peralatan yang disewa, pajak ataupun milik Kontraktor sendiri;
(ii)
tambahan lima belas peratus (15%) seperti yang dinyatakan dalam
klausa 25.2 Syarat-syarat Kontrak JKR 203A (Rev. 1/2010).
82
JADUAL PURATA
KADAR HARGA 2014
5.3 : KOS SEWA LOJI DAN PERALATAN
BIL
KETERANGAN KERJA
UNIT
KAWASAN
UTARA
PURATA KADAR HARGA 2014 (RM)
KAWASAN
KAWASAN
KESELURUHAN
TENGAH
TIMUR
1
Backhoe
hour
57.20
59.90
53.15
56.75
2
Dragline
RB 19
RB 22
RB 30
hour
hour
hour
65.45
75.00
95.00
82.90
105.35
105.65
86.70
115.00
123.35
78.35
98.45
108.00
Excavator
Up to 0.5 m3
0.5 m3 to 1.0 m3
Over 1.0 m3
hour
hour
hour
71.90
79.00
98.50
82.30
39.40
113.40
72.50
88.15
94.40
75.60
68.85
102.10
Excavator Hydraulic Operated
Up to 0.5 m3
0.5 m3 to 1.0 m3
Over 1.0 m3
hour
hour
hour
82.40
98.30
115.40
97.95
99.05
111.30
92.80
107.20
97.50
91.05
101.50
108.10
Face Showel
Model 920
Model 950
Model 966
hour
hour
hour
75.64
86.00
109.00
90.57
104.85
125.65
76.00
88.00
102.00
80.75
92.95
112.20
6
Back Pusher
hour
55.70
60.35
45.85
54.00
7
Vibrating Roller 15 Tonne
hour
92.60
101.90
95.00
96.50
8
Compressor
hour
45.65
43.75
43.75
44.40
9
Bulldozer
Model D4
Model D6
Model D8
hour
hour
hour
77.15
90.40
99.25
89.95
97.30
109.10
87.15
95.70
110.00
84.75
94.50
106.10
10
Tractor
hour
61.75
83.60
78.35
74.60
11
Mobile Crane
3 tonne
16 tonne
25 tonne
35tonne
40 tonne
hour
hour
hour
hour
hour
65.70
79.15
89.90
127.30
169.50
73.30
95.35
100.15
138.55
174.45
61.70
103.65
110.00
147.15
185.00
66.90
92.70
100.00
137.70
176.30
Motor Grader
hour
105.30
104.20
136.36
115.30
3
4
5
12
83
JADUAL PURATA
KADAR HARGA 2014
5.3 : KOS SEWA LOJI DAN PERALATAN
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
KAWASAN
KESELURUHAN
TENGAH
TIMUR
UNIT
KAWASAN
UTARA
Dumper
Up to 0.5 m3
0.5 m3 to 3.5 m3
hour
hour
75.00
99.45
76.40
86.30
66.00
73.00
72.50
86.25
Steel Roller
8 tonne
12 tonne
hour
hour
74.60
84.40
90.40
107.20
107.50
124.45
90.85
105.35
15
Low Loader
hour
151.35
125.40
156.25
144.35
16
Lorry
6 tonne
8 tonne
10 tonne
hour
hour
hour
56.70
62.85
75.80
64.40
80.70
88.90
72.20
90.00
100.45
64.45
77.85
88.40
Tipper without road tax
6 tonne
10 tonne
hour
hour
52.65
64.30
61.90
70.50
52.50
65.00
55.70
66.60
Tipper with road tax
6 tonne
10 tonne
hour
hour
60.45
79.60
71.65
91.45
58.40
72.50
63.50
81.20
Concrete Mixer
Concrete Mixer 7/5
Concrete Mixer 10/7
Concrete Mixer 14/10
Concrete Mixer 21/14
hour
hour
hour
hour
28.30
35.45
56.20
67.80
40.00
49.30
60.10
74.80
45.55
49.45
68.75
85.00
37.95
44.75
61.70
75.90
Water Pump
3'' Diameter
6'' Diameter
8" Diameter
hour
hour
hour
31.20
36.20
59.40
36.95
43.25
63.85
56.00
66.00
77.85
41.40
48.50
67.05
Welding and cutting set complete
Oxy - acetylene
Electric
hour
hour
68.95
65.40
73.20
80.41
86.7
82.50
76.30
76.10
hour
82.75
105.65
125.00
104.50
13
14
17
18
19
20
21
22
KETERANGAN KERJA
Drilling machine complete with all necessary
equipment
84