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8/17/2019 Buku Purata Kadar Harga 2014
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JADUAL PURATA KADAR HARGA 2014
JABATAN PENGAIRAN DAN SALIRAN,MALAYSIA
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BAHAGIAN PERKARA MUKASURAT
1.0 Pendahuluan Dan Panduan Pengunaan 1 - 3
2.0 Kos Kerja-Kerja Am (General Items) 4
2.1 Tujuan Dan Definisi
2.2 Bentuk Maklumat Dan Pembahagian
2.2.1 5
2.2.2 6 - 7
3.0 Kos Item-Item Kerja 8
3.1 Tujuan3.2 Bentuk Maklumat
3.3 Klasifikasi Kerja
3.3.1 Environmental Protection and Enhancement 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
ISI KANDUNGAN
Peratusan Kos Keseluruhan Kerja Am Daripada
Kos Kerja Pembina
Peratusan Kos Terperinci Kerja Am Daripada
Kos Kerja Pembina
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PENDAHULUAN DANPANDUAN PENGGUNA
JABATAN PENGAIRAN DAN SALIRAN,MALAYSIA
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1.0 PENDAHULUAN DAN PANDUAN PENGGUNAAN
1.1 TUJUAN
1.1.1
1.2 KANDUNGAN
1.2.1
i) Kerja-kerja Saliran dan Tebatan Banjir
ii) Kerja-kerja Kejuruteraan Pantai
iii) Kerja-kerja Kejuruteraan Sungai
1.2.2
i) Kos Kerja-kerja Am (General Items)
ii) Kos Item-item Kerja
iii) Kos Upah Buruh
iv) Kos Sewa Loji & Peralatan
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.
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:
Maklumat-maklumat ini disusun dalam empat (4) bahagian utama
iaitu;
1
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1.2.3
KATEGORI KAWASAN NEGERI
Kawasan Utara - Perlis
- Kedah
- Pulau Pinang
- Perak
Kawasan Tengah - Wilayah Persekutuan Kuala Lumpur
- Selangor
- Negeri Sembilan- Melaka
- Johor
Kawasan Timur - Pahang
- Terengganu
- Kelantan
1.3 SUMBER MAKLUMAT / PEMILIHAN SAMPEL
1.3.1
1.3.2
1.4 ANALISA DAN SUSUNAN DATA
1.4.1
Data-data di dalam buku ini adalah diabstrak dari dokumen-
dokumen tender secara konvensional bagi projek yang ditender
dalam tahun 2014 dan ditutup di Ibu Pejabat Jabatan Pengairan Dan
Saliran Malaysia.
Maklumat-maklumat kos ini juga dibahagikan mengikut kategori
kawasan di mana projek tersebut dilaksanakan iaitu sepert berikut:
Kadar harga diambil daripada dokumen tender yang disediakan
berasaskan kepada senarai kuantt.
Data-data bagi item yang serupa dikumpulkan dan dijadikan dalam
bentuk purata. Data-data yang terlalu tnggi atau rendah tdak
diambilkira.
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1.4.2
1.4.3
1.4.4
1.5 PEMAKAIAN DATA
1.5.1
1.5.2
i) Nilai kontrak
ii) Keperluan spesifikasi
iii)
iv) Lokasi projek
v) Keadaan pasaran semasa
Data-data di dalam buku ini hendaklah digunakan sebagai panduan
sahaja.
Pengguna hendaklah menggunakan budibicara bagi memilih kos
yang bersesuaian dengan berdasarkan kepada;
Cara pengukuran bagi projek yang akan dilaksanakan
Melalui penganalisaan tersebut adalah didapat wujudnya
ketdakseragaman di dalam penyediaan dokumen tender/tawaran,
samada dari segi pengukuran kuantt dan keterangan kerja bagi
beberapa item kerja. Sehubungan dengan itu, item-item yangserupa/hampir serupa telah dikumpulkan bersekali dan dikira dalam
bentuk purata. Pertmbangan tdak diberikan sekiranya cara
pengukuran berbeza walaupun ia adalah item kerja yang sama.
'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.
Purata keseluruhan adalah berdasarkan kepada nilai purata bagi
semua kawasan.
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KOS KERJA-KERJA AM
JABATAN PENGAIRAN DAN SALIRAN,MALAYSIA
(GENERAL ITEMS)
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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
Petunjuk: i) G.I =
ii) T.S =
iii) P.S =
iv) P.C = Wang Kos Prima (Prime Cost Sum)
Maklumat bagi kos terperinci adalah berdasarkan kepada penganalisaan
ke atas kos bagi setap item Kerja-kerja Am (General Items).
Cara pengiraan peratusan:
Item in G.I.
Wang Peruntukan Sementara
(Provisional Sum)
Harga Tender (Tendered Sum)
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'.
Maklumat bagi bahagian ini diberikan dalam bentuk peratusan dan dibahagikan
kepada dua bahagian sepert berikut:-
Maklumat bagi kos keseluruhan adalah berdasarkan kepada
penganalisaan ke atas kos keseluruhan bagi Kerja-kerja Am (General
Items).
X 100%T.S - (G.I + P.S + P.C)
Kos Kerja Am (General Items)
Cara pengiraan peratusan:
G.I X 100%T.S - (G.I. + P.S + P.C)
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2.2.1 : PERATUSAN KOS KESELURUHAN KERJA AM DARIPADA KOS KERJA PEMBINA
(TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)
UTARA TENGAH TIMUR KESELURUHAN
BIL NILAI TENDER UNIT PURATA PURATA PURATA PURATA
(%) (%) (%) (%)
1 Melebihi 5 juta tdak melebihi 10 juta - 11.75 - 11.75
2 Melebihi 10 juta tdak melebihi 20 juta - 4.75 - 4.75
3 Melebihi 20 juta 3.05 3.55 3.44 3.35
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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)
UTARA TENGAH TIMUR KESELURUHAN
BIL KETERANGAN KERJA UNIT PURATA PURATA PURATA PURATA
(%) (%) (%) (%)
A Contractual Requirement
1 Contractor's All Risk 0.31 0.30 0.19 0.27
- Insurance Of Works
- Public Liability Insurance
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, regulatons and all relevant
authorites
- - 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 Preparaton & 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
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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)
UTARA TENGAH TIMUR KESELURUHAN
BIL KETERANGAN KERJA UNIT PURATA PURATA PURATA PURATA
(%) (%) (%) (%)
11 Surveying Equipment 0.10 0.05 0.04 0.06
12 Testng & Sampling 0.03 - - 0.03
13 Work Programme 0.03 0.15 - 0.09
C Contractor's Requirement
1 Clearing & Cleaning Up Upon Completon - 0.07 - 0.07
2 Establishment, Maintenance & Removal Of
Contractor's Site Office
- 0.22 - 0.22
3 Establishment, Maintenance & Removal Of
Contractor's Office, Workmen Accommodaton, Store
etc
- - - -
4 Establishment, Maintenance & Removal Of Workmen
Accommodaton
- - - -
5 Moblizaton & Demobilizaton Of Constructon 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
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KOS ITEM-ITEM KERJA
JABATAN PENGAIRAN DAN SALIRAN,MALAYSIA
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3.0 KOS ITEM-ITEM KERJA
3.1 TUJUAN
3.2 BENTUK MAKLUMAT
3.3 KLASIFIKASI KERJA
Klasifikasi kerja adalah sepert berikut:-
3.3.1 Environmental Protect on and Enhancement (CLASS B)
3.3.2 Tra ffi c Management And Control (CLASS C)
3.3.3 Site Invest gat on Work (CLASS D)
3.3.4 Demoli t on & Site Clearance (CLASS E)
3.3.5 Earthworks (CLASS F)3.3.6
3.3.7 Piling Work (CLASS H)
3.3.8
3.3.9 Brickwork, Blockwork & Masonry (CLASS J)
3.3.10 Timber Work (CLASS K)
3.3.11 Metal Work (CLASS L)
3.3.12 Building Work (CLASS M)
3.3.13
3.3.14 Pipeworks (CLASS O)
3.3.15 Drainage Work (CLASS P)
3.3.16 Roads and Pavings (CLASS Q)
3.3.17 Miscellaneous Works (CLASS T)
Bahagian ini memberikan maklumat berhubung dengan data-data kos bagi item-
item kerja yang dilaksanakan.
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).
Geotechnical Work (CLASS G)
Concrete Work (CLASS I)
Paint ng Work (CLASS N)
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JADUAL PURATA
KADAR HARGA 2014
3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)
ENVIRONMENTAL MANAGEMENT PLAN (EMP)
1 Preparaton 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 Authorites'.
Item 18,083.03 15,100.00 16,591.52
2 Appointment of certfied professional in ESCP
officer along the duraton of the contract.
mth 2,100.00 2,100.00
EROSION AND SEDIMENT CONTROL PLAN (ESCP)
3 Constructon and maintenance of ESCP and
environmental monitoring facilites and including
implementaton of the environmental managemant
plan and making good upon completon of the
works.
Item 41,110.93 32,350.00 36,730.46
4 Silt fence of 1.0 m height as per Specificaton clause1.5.2 and as shown in the drawings.
m 20.36 20.36
5 Sand bag as per Specificaton 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
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
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JADUAL PURATA
KADAR HARGA 2014
3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
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, operaton and maintenance upon
completon of work.
no. 39,727.27 39,727.27
Water Quality Sampling and In situ Testng
Water quality sampling and monitoring by
accredited laboratory on a monthly basis at the
discharge outlet of actve 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
AIR QUALITY CONTROL AND MONITORING
13 Construct and maintenance entrance access and
provide washing pit upon the completon of works
as per specificaton and as shown in drawing.
Item 15,863.64 15,863.64
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JADUAL PURATA
KADAR HARGA 2014
3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
WASTE MANAGEMENT
14 Constructon solid waste as per Specificaton clause
1.5.2. (General Specificaton) Rate to include
provision of collecton bins, temporary storage
area, and disposal to approved site.
Item 9,931.80 9,931.80
ENVIRONMENTAL REPORT
15 Sampling, laboratory testng, monitoring and
submission of monthly reports for water quality, air
quality, noise and vibraton control, waste
management and health.
mth 2,070.19 2,070.19
16 Environmental monitoring report in 5 (five) sets on
a monthly basis for the TSS content at the
discharge outlet of the Actve 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
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JADUAL PURATA
KADAR HARGA 2014
3.3.2: TRAFFIC MANAGEMENT AND CONTROL (CLASS C)
TRAFFIC MANAGEMENT PLAN
Traffic Management Team
1 Traffic Management Officer. man-
mth
2,746.43 2,746.43
BIL KETERANGAN KERJA UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
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JADUAL PURATA
KADAR HARGA 2014
3.3.3: SITE INVESTIGATION WORK (CLASS D)
TESTING
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
testng & reportng. The test results falling below
the specified value will not be paid.
no. 153.85 153.85
2 To carry out Aerberg Limit test. The tests shall
include Liquid Limit, Plastc Limit, Plastcity Index
and Linear Shrinkage. Rate shall include sampling,
material testng and reportng.
no. 242.77 242.77
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
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JADUAL PURATA
KADAR HARGA 2014
3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
BUILDING / STUCTURES / PIPELINES
Demoliton and removal from worksite and dispose
off site to contractor's own dumping ground of
existng structures and obstructons.
8 House or building
i) concrete no. 3,000.00 3,000.00ii) Wooden no. 2,166.67 2,166.67
9 Individual buildings - store of total gross built-up
area 25m2.
no. 1,500.00 1,500.00
10 Demoliton of existng RC concrete bridge 15m
length with cart away to contractor's own site.
no. 15,000.00 15,000.00
11 Demoliton of existng concrete bridge of 5.0 m (W)
x 30 m (L) shall be deemed to include demoliton
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 Existng 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
foundaton of 400m long x 7.12 m wide x varies inheight (3.5m - 5.0m).
m 210.00 210.00
18 Above ground - (one number of 15m x 4m existng
bridge including their foundaton)
no. 15,000.00 15,000.00
19 Existng Concrete Drain. m 10.00 10.00
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JADUAL PURATA
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3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)
GENERAL CLEARANCE
Clearing and stripping off top layer of spillway
foundaton and other related works.
1 Site clearance to areas within the boundary of
works inclusive of cung down all trees
irrespectve of sizes, undergrowth bushes, shrubs,
tall grass etc grubbing up roots stumps, and
disposal of all debris away from site.
ha 3,114.80 3,114.80
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 waterand to include removal of items (such as tree trunk,
sludge, solid waste, debris) either floatng,
submerged or at the bed of the water body.
ha 3,500.00 5,522.73 4,511.36
4 The reserve width of the new waterway alignment. ha 2,480.38 2,480.38
TREES
Cung 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
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
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JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
EXCAVATION
Cut to Fill
Excavaton in cut shall be deemed to include
trimming and preparaton of excavated surface and
transportaton 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 m3 5.70 5.70
3 m3 5.70 5.70
4 Excavate from existng 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 constructon of river bund.
m3 2.88 2.88
5 Excavate and dispose off site the surplus or
unsuitable excavated material to contractor's own
dump site. Contractor to get approval from
relevant athorites and S.O for dump site.
m3 15.80 15.80
6 Excavate in rock material by controlled blastng
including dispose to stock pile area, loading and
unloading of rocks.
m3 22.30 22.30
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
Excavate in earth material from original ground level
to form Collector Drain.
Excavaton and trimming of existng river slopes (in
front of anchored sheet pile at river edge) to
required bed levels as per constructon drawings or
as directed by the S.O.
Cut and Dispose
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JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
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 Excavaton in cut shall be deemed to include
trimming and preparaton of excavated surface and
transportaton from source to place of fill or
disposal.
m3 10.41 8.05 9.23
11 Dio; 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 approximaton, it is assumed that excavaton
will be 1 m deep.
m3 6.00 8.05 7.02
12 Dio; 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 Dio; 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 Detenton 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 Detenton 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
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18
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
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
existng level (approx. 35.79m - 40.61m) to
proposed design level (approx.32.99m - 32.81m)
not exceeding 9m to disposal site approved by theS.O.
m3 14.00 14.00
18 Excavate in earth material commencing from
existng 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 m3 8.62 8.62
21 Excavate in earth material commencing from level
as specified.
m3 8.41 8.41
22 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
Buress wall.
m3 9.62 9.62
Excavate in earth material to construct the Buress
wall.
Excavate in earth material to construct the log
boom.
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19
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
26 Excavaton for foundaton shall include upholding
sides of excavaton, preparaton of excavated
surface, additonal excavaton to provide working
space and removal of dead services.
m3 8.59 8.59
FILLING
27 Using suitable excavated material to form river
bank to level RL+13.00m including formaton of
benches.
m3 5.52 5.52
28 m3 3.60 3.60
29 m3 22.60 22.60
30 Imported material from Contactor's own source
with grading limits as per Specificaton for Earthfill,
Type 1 material to form embankment. Rate to
include formaton of benches.
m3 24.56 24.56
31 Imported material from Contactor's own source
with grading limits as per Specificaton for Earthfill,
Type 2 material to form embankment. Rate to
include formaton of benches.
m3 21.47 21.47
32 Imported material from Contractor's own source
with grading limit as per Specificaton (Type 1
Material) for use as clay core material for bund.
m3 20.85 20.85
Import material from Contactor's own source with
grading limits as per Specificaton to filling (1m
depth) to form embankments & access roads at
back of Steel Sheet Pile Walls including formaton of
benches.
Using suitable excavated material to grading limits
for backfill at back of sheet pile area.
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20
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
33 Imported material from Contractor's own source
with grading limits as per Specificaton (Crusher
Run) for U drain foundaton as indicated.
m3 62.13 62.13
34 Imported material from Contractor's own source
with grading limit as per Specificaton (Rip Rap) for
use as slope protect
on 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 asfill below transiton slab. m3 30.38 30.38
38 Granular material asfill behind walls of culverts. m3 31.13 31.13
39 Granular material as per Specificaton (fine filter)
for use in the toe drain.
m3 59.04 59.04
40 Granular material as per Specificaton (medium
filter) for use in the toe drain.
m3 61.27 61.27
41 Granular material asper Specificaton (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
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21
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
45 m2 1.22 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 Dio - imported top soil. m2 4.97 4.97
Concrete Interlocking Blockmat VIP LINER
48 Supply and lay 50 to 100 mm diameter underlayer
stones of VIP LINER or as directed by S.O.
m3 71.15 71.15
FILLING ANCILLARIES
49 Provision and placement of Geotextle Polyfelt
TS65 or approved equivalent/as per manufacturer's
specificaton.
m2 8.39 8.39
Geotextle
Supply and lay geotextle type :
50 -TS 50 or equivalent m2 7.32 7.32
51 -F68 or equivalent. m2 10.08 10.08
52 Supply and lay non woven geotextle TS-50 or
equivalent.
m2 6.62 6.62
53 Supply and lay MXC 50 non woven geotextles or
equivalent. .
m2 5.07 5.07
54 m2 7.32 7.32
55 Supply and Lay geotextle at toe as separator Type
TS50 or equivalent.
m2 4.86 4.86
(Nonwoven) geotextle with nominal weight of 280
g/m2 at pond inlets.
Top soil of average depth of 150 mm and stockpile
for reuse as top soil for turfing.
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22
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
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 Contnous polypropylene filament, non-wovengeotextle with tensile strength of 19 kN/m,
eff ectve opening size of 0.09 mm and nominal
mass of 250 g/m2 as per Specificaton.
m2 5.81 5.81
LANDSCAPING
Items for landscaping shall be deemed to include
digging, plantng media, bedding, stalking,
protecton, watering, weeding, required fertlising,
58 Spot turfing to flat areas. m2 3.40 3.40
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 m2 4.68 4.68
63 To supply, spread and lay close turfing inclusive of
all necessary pegging, soil watering, weeding and
tending untl establishment, all as prescribed to
slope.
m2 5.27 5.27
64 Dio - spot turfing at an angle exceeding 10 degree
to the horizontal.
m2 3.16 3.16
65 Dio - spot turfing at an angle not exceeding 10
degree to the horizontal.
m2 3.22 3.22
Close turfing including placement of 50mm thick
approved topsoil as directed by SO.
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23
JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
66 Hydroseeding as per Specificaton Clause 12007 to
the slopping area approved by S.O.
m2 4.53 4.53
Turf Reinforcement Mat (TRM)
67 Supply and Install Turf Reinforcement Mat (TRM)
Type C350 or equivalent, inclusive of cu
ng,handling, laying and jointng.
m2 12.64 12.64
68 Hydroseeding with selected grass species as specify
in the specificaton or as approve by S.O and
inclusive of approved fertlizer, necessary soil
watering, weeding and tending untl 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
TREE
71 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) O.H. 4.0m, Trunk
Diameter 50mm - 65mm.
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
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JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
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
SHRUB
79 Orthosiphon stamineus (Misai Kucing) O.H. 0.3m,
Plantng distance 300mm.
no. 5.77 5.77
80 Calathea lutea (Pampano) O.H. 0.6m, Plantng
distance 300mm.
no. 7.04 7.04
81 Acalypha siamensis (Wild Tea) O.H. 0.6m, Plantng
distance 300mm.
no. 6.29 6.29
PLANTING WORKS
HOLE EXCAVATION
To supply all labour, equipment, tools, transport,
etc and excavate plantng hole and cart away all
excavated materials to contractor's own dump site.
82 Tree ( 1.0m x 1.0m x 1.0m) no. 16.45 16.45
83 Shrubs (0.3m x 0.3m x 0.3m) no. 2.61 2.61
TOPSOIL MIXTURE
To supply all labours, equipment, tools,transport,
etc. and spread approved soil mixture (rato3:2:1)
(Topsoil: Organic fertl izer : sand) to fill excavated
holes.
84 Tree ( 1.0m x 1.0m x 1.0m) m3 39.81 39.81
85 Shrubs (0.3m x 0.3m x 0.3m) m3 34.36 34.36
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JADUAL PURATA
KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNITBIL
TREE STAKES AND TIES
Provide stakes and tes for all planted trees
according to plantng specificaton. All the staking
shall peproper tght to the new planted trees to L.A
approval; The stakes shall be painted with green
colour for protecton.
86 Trees no. 20.27 20.27
MULCHING
Supply, deliver and lay minimum 50mm thick coco
fiber around the planted plants as stated in
plantng plan and directed by S.O./ Landscape
Architect.
87 Trees no. 7.90 7.90
88 Shrubs no. 2.95 2.95
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27
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
Supply and Install of Sandfill Maress as shown in
the contract plan or directed by SO, inclusive of
trimming, cung, handling, laying and jointng.
7 a) Dio - Infill with sand as approved by S.O m2 67.61 67.61
8 b) Dio - Without sand in fill m2 43.67 43.67
9 To construct top trenching work (0.6m width by
0.6m depth) for sandfill maress anchoring and
backfill with compacted local suitable material.
m 4.23 4.23
Green Matress
10 Supply and deliver Green Maress 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 Installaton of Green Maress 300mm thk inclusive
of stone size 100mm - 200mm.
m2 36.36 36.36
Reno Matress
12 Supply and deliver Reno Maress 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 Installaton of Reno Maress 300mm thk inclusive
of stone size 100mm - 200mm
m2 28.55 28.55
Macmat S Matress
14 Supply, Lay and Spread evenly 50mm top soil ontop of lid and 75mm top soil under Macmat 10 or
approved equivalent.
m2 4.41 4.41
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26
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
RETAINING STRUCTURES
GABION
11.0 m x 1.0 m x 1.0 m rock-filled gabion with PVC-
coated 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 PVC-
coated wire gauge size of 3 mm as per Specificaton
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 PVC-
coated wire gauge size of 3 mm as per Specificaton
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 PVC-
coated wire gauge size of 3 mm as per Specificaton
clause 6002 and as shown in the drawings.
m3 150.00 150.00
REVETMENT MATTRESS
Sandfill Matress
5 Slope trimming for base preparaton to receive
slope revetment materials.
m2 3.14 3.14
6 Supply, deliver and install the Sand Filled Maress
with minimum weight of 180kg/m2 as specified in
the specificaton and tender drawing including all
necessary works for proper completon.
Measurement will be based on ne
quant
ty of work done on site including the shrinkage of the
fabric.
m2 44.75 44.75
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
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28
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
15 Supply and delivery MacMat S or approved
equivalent three dimensional mang,
monofilaments with open structure of more than
95% area holding capacity as per necessary
equipment and alignment with manufacture
specificaton.
m2 20.86 20.86
16 Install MacMat S or approved equivalent inclusive
of J pins (12mm diameter x 500mm @ 1m c/c
spacing vertcally and horizontally.
m2 8.37 8.37
17 Supply, Deliver Green Reinforced MacMat A three
dimensional mang, monofilaments with open
structure of more than 80% area holding capacity
as per necessary equipment and alignment with
manufacture specificaton or equivalent.
m2 35.00 35.00
18 Supply and delivery TM-53 Toe Protecton
Hydraulic Terramesh with Green MacMat 10 &
Biomac facing for the constructon of Mechanical
Stabilise Earth (MSE) system or equivalent.
no. 318.26 318.26
19 Install and lay TM-53 Toe Protecton 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
RIPRAP EMBANKMENT
20 Supply, deliver and lay the Rip rap with average size
of 300mm diameter.
m3 87.75 87.75
21 Average 600mm thick rip rap of 300mm diameter
stone for embankment.
m3 81.50 81.50
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29
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
22 Supply, lay and stch to the manufacture's
specificaton non-woven needle punch geotextle of
Type A as filter material. (Measured ne - 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 specificaton to form
the surface protecton at the pond inlets (3
locatons).
m2 72.23 72.23
Armour Rocks
28 Supply and lay rip-rap granatc rock with size D50
=500mm minimum thickness of 1000mm.
m3 62.05 62.05
MSE Wall TYPE A
Green Terramesh
29 Supply and deliver TM 254 GREEN TERRAMESH or
approved equivalent for the constructon 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
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40/98
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31
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
38 Supply and deliver TM-0.5m thk. x 6m length Toe
Protecton Terramesh MSE Wall with 10mm thk.
erosion protecton mat & Biomac facing for the
constructon of mechanical Stabilise Earth (MSE)
system or equivalent.
no. 331.91 331.91
39 Install and lay TM-0.5m thk. x 6m length ToeProtecton 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
MSE Wall TYPE B
Green Terramesh
40 Supply and deliver TM 254 GREEN TERRAMESH orapproved equivalent for the constructon 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 constructon of
Mechanical Stabilise Earth (MSE) system.
no. 345.57 345.57
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32
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
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
constructon 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
Hydraulic Green MSE Wall
46 Install and lay TM-0.5m thk x. 6m length Toe
Protecton 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 protecton mat & Biomac facing for the
constructon of Mechanical Stablise Earth (MSE)
system or equivalent.
no. 316.68 316.68
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33
JADUAL PURATA
KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
48 Installed and lay GTM-0.45m thk. x 5m length 45
Deg Hydraulic MSE Green Terramesh with
prefabricated with 10mm thk. Erosion protecton
mat & Biomac. Rate shall include all alignment,
machineries and related works.
no. 42.09 42.09
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34
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PILES
BORED PILES
1000mm Nominal Diameter Bored Pile
1 Drill 1000mm nominal diameter vertcal holes
through whatever soil strata other than rock with
provision of temporary casing.
m 423.76 423.76
2 Drilled 1000mm nominal diameter vertcal holes in
rock.
m 1,890.00 1,890.00
3 1000mm Nominal diameter x 12mm thick
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
Specificaton.
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 Cung off piles head to required length including
preparing pile head.
no. 333.33 333.33
600mm Nominal Diameter Bored Pile
9 Drill 600mm nominal diameter vertcal holes
through whatever soil strata other than rock with
provision of temporary casing.
m 259.55 259.55
10 Drill 600mm nominal diameter vertcal holes in
rock
m 1,021.43 1,021.43
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
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35
JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
11 Drill 600mm Nominal diameter x 12mm thick
permanent casing.
m 879.00 879.00
12 High yield reinforcement as specified:
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 aached to main
bar for sonic logging in accordance with the
Specificaton.
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 Cung off piles head to required length including
preparing pile head.
m 276.90 276.90
17 Boring in earth using odex drilling system or
equivalent.
m 105.78 105.78
18 Boring through rock including natural and existng
concrete.
m 243.88 243.88
19 m 152.37 152.37
20 High tensile reinforcement straight bars, nominal
diameter not exceeding 40 mm including
supportng reinforcement.
t 3,442.38 3,442.38
21 t 3,389.06 3,389.06
300 mm diameter micropiles as working piles.
Supply and install 267 mm OD x 257 mm diameter
I.D permanent casing.
Mild steel R6 spiral link at 150mm pitch.
MICROPILES
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JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
22 Groutng with non-shrink cement grout Grade C30
as specified into drilled hole including excess
cement required when the grout volume exceeded
the theoretcal volume.
m3 757.06 757.06
23 Cut-off piles including preparing heads. no. 150.00 150.00
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 artficial 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 Stff eners welded
API pipe head by 10mm fil let weld all round c/w
400mm x 400mm x 25mm thk. M.S. top plate.
no. 318.64 318.64
28 Groutng with non-shrink cement grout Grade C30
as specified into drilled hole including excess
cement required when the grout volume exceeded
the theoretcal volume.
m3 623.91 623.91
29 Cut-off piles including preparing heads. no. 166.92 166.92
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JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
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 vertcal 200 x 200mm precast R.C. pile
through whatever soil other than rock.
m 9.50 9.50
37 Driving vertcal 230 x 230mm precast R.C. pile
through whatever soil other than rock.
m 14.00 14.00
38 Driving vertcal 230 x 230mm precast R.C. pile
through rock.
m 21.75 21.75
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JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
39 Driving vertcal 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
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
Supply
44 Supply inital 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
Handle, Pitch and Drive
46 m 23.54 23.54
Jointng, Filling Concrete, Cut Off Piles
47 Jointng 300mm dia. of pile with bu weld all
round.
no. 45.93 45.93
300 mm diameter spun piles (class A) with a working
load of 75 tonne
Depth driven.
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JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
48 Filling hollow piles with concrete grade C30
including removal of materials from within the piles
before concretng.
m 80.44 80.44
49 no. 76.69 76.69
INTERLOCKING STEEL SHEET PILES
Interlocking Grade 43A steel sheet piles,
OΩ650/730-secton , at 66.6 kg/m, secton
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
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 inital piles with rock shoes of 12 m length. no. 321.71 321.71
Cut-off piles including preparing heads.
Interlocking Grade 43A steel sheet piles, Z secton,
at 66.1 kg/m, secton modulus of 1200 cm3/m. To
be installed at places where constructon-in-the-
wet bund construct
on type will be performed.
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JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
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
200 mm G40 square precast reinforced concrete
piles
63 Supply inital 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 Jointng with bu 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 inital 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 inital 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
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JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
84 Carry out subsequent maintained load test to 2.0
tmes of maximum working load 800 kN in
accordance with the specificaton.
no. 12,845.00 12,845.00
85 Carry out subsequent maintained load test to 2.0
tmes of maximum working load 1000 kN in
accordance with the specificaton.
no. 16,920.00 16,920.00
86 Carry out subsequent maintained load test to 2.0
tmes of maximum working load 1200 kN in
accordance with the specificaton.
no. 15,375.00 15,375.00
87 Carry out subsequent maintained load test to 2.0
tmes of maximum working load 4400 kN in
accordance with the specificaton.
no. 45,000.00 45,000.00
88 Carry out subsequent maintained load test to 2.0
tmes of maximum working load 5500 kN in
accordance with the specificaton.
no. 50,000.00 50,000.00
89 Carry out integrity test using sonic logging method
in accordance with the specificaton.
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
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JADUAL PURATA
KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
BIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA
74 Jointng with bu 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 specificaton.
no. 1,815.66 2,044.16 1,929.91
77 Carry out pile integrity test using impulse response
method in accordance with the specificaton.
no. 1,169.32 1,178.33 1,173.82
78 Carry out inital maintained load test maximum
load 600kn in accordance with the specificaton.
no. 13,400.00 13,400.00
79 Carry out inital maintained load test to 2.0 tmes of
maximum working load 800kN in accordance with
the specificaton.
no. 17,300.00 17,300.00
80 Carry out inital maintained load test to 2.0 tmes of
maximum working load 1000kN in accordance with
the specificaton.
no. 21,000.00 21,000.00
81 Carry o ut inital maintained load test to 2.0 tmes of
maximum working load 1200kN in accordance with
the specificaton.
no. 29,505.00 29,505.00
82 Carry out inital maintained load test to 2.0 tmes of
maximum working load 4400knN in accordance
with the specificaton.
no. 75,000.00 75,000.00
83 Carry out inital maintained load test to 2.0 tmes of
maximum working load 5500kN in accordance with
the specificaton.
no. 80,000.00 80,000.00
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JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
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
Concrete Grade: C30
4 Reinforced concrete base m3 286.71 311.11 298.91
5 Reinforced concrete footngs 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
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.
m2 61.78 61.78
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
Concrete Grade: C35
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
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JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
15 m3 298.66 323.36 311.01
16 m3 298.66 323.36 311.01
17 m3 298.66 298.66
18 m3 298.66 298.66
19 m3 298.66 298.66
20 m3 298.66 298.66
21 Reinforced concrete foundaton & 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
PRECAST CONCRETE
Prestressed post-tensioned beams
26 Supply, loading, unloading in castng yard, transport
and launching 16.0m long high permonce concrete
Pre-tensioned Prestressed M-Beams including
strands, prestressing, groutng and anchorage all in
accordance with the Specificaton and as shown in
the Drawing.
no. 31,500.00 31,500.00
Key Wall
Concrete Grade: C40
Concrete Grade: C35A
Base
Wall
Buress Wall
Column
Beam and Slab for Driveway
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JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
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
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.
m2 178.98 178.98
Electrical Fitng Trenches cover
29 Precast concrete;730mm(W) x 480mm (L) x 50mm
thick
m 66.45 66.45
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 : Smoothfinish 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 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
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JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
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
Fabric of Other Stated Material
43 Supply and installed BRC A10 m2 19.07 19.07
CONCRETE ANCILLARIES
Joints
44 m 93.84 93.84
45 Constructon joint, 500mm wide. m 97.22 97.22
Contracton joint
46 Concrete Contracton joint (at every 10m) m 52.82 52.82
Expansion joints
47 Expansion joints. Rate to include 25 mm thick resin
bonded cork filler .
m 128.03 128.70 128.37
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
Waterstop
50 230 mm wide rubber waterstop including cung
and jointng of waterstops and provision of special
fings at angles and junctons.
m 87.19 92.48 89.83
Constructon joint.
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JADUAL PURATA
KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
KETERANGAN KERJABIL UNIT
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
ANCILLARY WORK FOR WATER RETAINING
STRUCTURES
Water Proofing Admixtures
Asphalt
51 One layer of 20 mm thick asphalt laid on sloping
surface area at raf foundaton
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 m2 34.33 34.33Supply and install 300 wide x 1.5mm thk
waterproofing membrane.
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JADUAL PURATA
KADAR HARGA 2014
3.3.9: BRICKWORK, BLOCKWORK & MASONRY (CLASS J)
BRICKWORK
1 m2 75.91 80.24 78.07
2 110 mm thick common brickwork laid in stretcher
bond, jointed in 1:3 cement mortar for vertcal
straight walls.
m2 41.15 41.15
MISCELLANEOUS WORK
Ancillaries
3 Damp proof courses; to BS 743 Type D. m2 12.64 12.64
230 mm thick brickwork laid in stretcher bond,
jointed in 1:3 cement mortar for vertcal straight
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
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JADUAL PURATA
KADAR HARGA 2014
3.3.10: TIMBER WORK (CLASS K)
Hand railing
1 1150mm High (overall) of Cengal Wood handrailing
to approved paern and varnish to tmber
including all necessary bend, joints, accessories etc.
and all as per detail drawings.
m 360.27 360.27
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
8/17/2019 Buku Purata Kadar Harga 2014
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50
JADUAL PURATA
KADAR HARGA 2014
3.3.11: METALWORK (CLASS L)
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 172.50 172.50
2 Safety Handrail on top of Flood channel Wall as per
detail Drawing.
m 240.00 160.83 200.42
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 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 Gratng) 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 gratng cover for [100 kN
load] for sump.
no. 4,520.00 4,520.00
7 Galvanised mild steel gratng 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
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
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61/98
51
JADUAL PURATA
KADAR HARGA 2014
3.3.11: METALWORK (CLASS L)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
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 255.00 255.00
10 Supply and installed 5mm thick aluminium stck
gauge including all markings, leering 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 504.00 504.00
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
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JADUAL PURATA
KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
ROOFING WORK
Roof Structure
1 Proprietary roofing system shall be deemed to be
roofing 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' tmber 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' tmber 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 tles laid to 25degrees 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, cung, notching,
bending, and bedding.
m2 49.00 49.00
5 Approved 'Monier' sunburn red concrete roof tles
at 25 degree laid to pitch roofing structure
(measured separately) and jointed strictly in
accordance with manufacturer's instructons and
including all necessary apex tles, ridge, hip, valley
and end caps jointed in waterproofing coloured
cement mortar (1:3) as described (measure flat on
plan)
m2 50.44 50.44
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 262.50 262.50
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
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JADUAL PURATA
KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
Insulaton
7 50 mm thick fiberglass insulaton including
preparing surfaces, forming joints, overlaps,
mitres, angles, fillets, built-up edges, and laying to
falls or cambers, cung, notching, bending and
bedding.
m2 16.82 16.82
8 Double sided 'Delta Foil' or other equivalent m2 8.85 8.85
9 50mm Thick fibre glass wool insulaton laid on
roof trusses and including chicken wire mesh
m2 10.85 10.85
Guers 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
WINDOWS AND DOORS
DOORS
Timber
12 Single leaf solid tmber door 900 mm × 2100 mm
type waterproofing as supplied by manufacturer
as shown in Drawing No. ETTKT/RPM/A/CH1/02
no. 599.68 599.68
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, jointng materials and other
accessories and including approved tmber and
metal paintfi
nish 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, jointng materials and other
accessories and including approved tmber and
metal paint finish to all exposed surfaces.
no. 540.96 540.96
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JADUAL PURATA
KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
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, jointng materials and other
accessories and including approved tmber and
metal paint finish to all exposed surfaces.
no. 686.73 686.73
16 Single leaf plywoodflush door type flush door. no. 342.73 342.73
17 Grade A, 2100 mm x 900 mm tmber doors
frames.
no. 437.27 437.27
Metal
18 Supply and install 2500 mm x 2500 mm manual
roller shuer 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 shuer 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
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JADUAL PURATA
KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
Ironmongeries
31 Pair of stainless steel hinges;75 mm x 50 mm. no. 40.27 40.27
32 Pair of stainless steel bu hinges;100 mm x 75
mm.
no. 38.55 38.55
33 Cylindrical knobset with stainless steelfinish. 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 t les 300 mm × 300 mm × 7.6 mm
including cement mortar screed.
m2 71.96 71.96
37 25 mm thick cement and sand pavings tofloor. m2 18.83 17.91 18.37
38 25 mm thick cement and sand pavings 1:3 to
apron.
m2 17.45 17.45
39 Supply and apply sand pebble wash as finising for
exposed surface with Architect's Specificatons.
m2 95.20 95.20
Wall Finishes
40 19mm thick cement and sand (1:6) mixed with
and approved plastciser with wooden float at
plainface walls, beams, columns and the likes.
m2 16.42 16.42
41 Glazed wall tles tles; 200mm x 200mm x 8.5 mm
thick including cement mortar screed for toilet
and shower slab finishes.
m2 72.04 72.04
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JADUAL PURATA
KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
Supply and fix the following in approved brown
anodised aluminium casement windows and
frames fabricated from extruded secton, glazed
with and including 5mm thick clear glass with
glazing gasket complete with all necessary
ironmongeries and other accessories including
building in or cung and priming, bedding frames
in cement mortar (1:3) and pointed internally with
an approved tropical mastc and externally with
and approved silicon sealant caulking accordance
with manufacturer's instructon 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 tmber windows; 500 mm x 600 mm
fied 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 tmber windows; 1150 mm x 1800 mm
fied 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 ant-vermin neng on outside to
window.
no. 169.88 117.27 143.58
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JADUAL PURATA
KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
42 Approved glazed ceramic wall and floor tles
including border tles as described bedded, jointed
and pointed in match coloured cement lining on
20mm Thick cement and sand (1:3) screed and
laid in approved paern as described all as per
S.O's satsfacton.
m2 83.05 83.05
43 Non-slip ceramic tles; 200mm x 200mm x 7 mm
thick including cement mortar screed for toiletwall finishes.
m2 68.40 68.40
44 Artficial tmber wall cladding (Shera splendid wall
plank or equivalent) fix to external wall including
framing, all accordance to manufacturers detail.
m2 131.20 131.20
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 ant up lif insert
rod on tmber frame fixed in accordance to
manufacturer's instructons all as per S.O'ssatsfacton.
m2 46.75 46.75
PLUMBING WORK
Cold Water Plumbing System
46 Cold water plumbing system as shown
schematcally in Drawing and including all fings,
stop-cocks, basin and taps.
Item 7,809.10 7,809.10
Water Storage Tank
47 1500 litres HDPE water storage tank as per
Specificaton for Water Supply Plumbing, Sanitary,
& Rainwater Goods Installaton and includingsupportng frame.
no. 1,703.63 1,703.63
48 150 gallons Polytank c/w support and all
accessories
Set 1,040.21 1,040.21
Sanitary Plumbing System
49 Sanitary plumbing system as per specificaton and
including all fings.
Item 7,717.27 7,717.27
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JADUAL PURATA
KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
Sanitary Appliances
Supply and fix the following 'Inax' or other equal
and approved sanitary fings and accessories
including storing, assembling, bedding, plugging
and screwing with matching screws, cung and
pinning or building in pinning or building in
brackets, jointng and connectng to services and
to soil and waste pipes and making and makinggood all works disturbed all as per manufacturer's
specificatons :-
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 squang water closet complete with
high level UPVC cistern and pull chain, concealed
'P' or 'S' trap, fing, 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 specificatons
no. 47.53 47.53
56 Chrome plated bib tap (DOE or equivalent) no. 58.82 58.82
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JADUAL PURATA
KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
57 Water closets; Claytan 404 or approved
equivalent 6-litre single flush side lever, boom
inlet overflow cistern with flapper valve internal
fings including medium duty plastc seat and
cover.
no. 450.00 450.00
Septc Tank
58 Design, supply, deliver, unload, install andconstruct septc tank of 5 PE, all as per
manufacturer's specificaton including piling
works, reinforced concrete structure, finishes,
mechanical and electrical works, plumbing,
external works within compound and testng
commissioning, spare parts, final inspecton
chamber etc. all as per manufacturer's
specificatons and approved by JPP (contractor
shall submit detail drawings and specificatons for
approval and pay all fee in relaton therewith)(
Deemed to include stand pipe )
Item 3,600.77 3,600.77
59 Septc tank for five populaton equivalent (5 PE)with a minimum of 24 hours of hydraulic
retenton tme and a dual size aggregate down
flow filter media including foundaton, excavaton,
upholding sides of excavaton, bedding,
installaton,backfilling and all other related works
where expressly required.
no. 7,363.64 7,363.64
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60
JADUAL PURATA
KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
BIL
PURATA KADAR HARGA 2014 (RM)
KAWASAN
UTARA
KAWASAN
TENGAH
KAWASAN
TIMURKESELURUHAN
KETERANGAN KERJA UNIT
TNB SUB-STATION
60 Construct and complete TNB Substaton of overall
size of 7.7m (L) x 5.1 m(W) x 4m (H) generally of
reinforced concrete foundatons, slab, ramp and
apron on hardcore, reinforced concrete frame and
RC flat roof and guer, brickwall with plaster and
paint externally and internally, paintn g t o off
form ceiling and beam, plywood flush door, FRP
louvered doors and windows with ant-vermin
neng, approved waterproofing system to RC flat
roof and guer,ant-termite /pest control, UPVC
downpipes with cement render floor finished with
and including all necessary e xcavaton,
reinforcements, formwork, hardware, paintng
and supply and fix of sanitary wares and fings as
per Drawings and Specificatons.(excluding piling
works)
no. 69,100.00 69,100.00
PLANT SWITCH ROOM
61 Construct and complete Control House overallsize of 8.65 m (L) x 4.0 m(W) x 4m (H) constructed
generally of reinforced concrete foundatons, slab,
ramp and apron on hardcore, reinforced concrete
frame an
Recommended