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 Tujuan

3.2 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

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 DAN

PANDUAN 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;

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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 seperti berikut:

Kadar harga diambil daripada dokumen tender yang disediakan

berasaskan kepada senarai kuantiti.

Data-data bagi item yang serupa dikumpulkan dan dijadikan dalam

bentuk purata. Data-data yang terlalu tinggi atau rendah tidak

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 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.

'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

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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

=

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.

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 seperti

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 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

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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, 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

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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 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 & Removal Of

Contractor's Site Oﬃce

- 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

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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 seperti

berikut:-3.3.1

Environmental Protection and Enhancement (CLASS B)

3.3.2 Traﬃc Management And Control (CLASS C)

3.3.3 Site Investigation Work (CLASS D)

3.3.4 Demolition & 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)

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3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)

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 18,083.03 15,100.00 16,591.52

2 Appointment of certiﬁed professional in ESCP oﬃcer along the duration of the contract.

mth 2,100.00 2,100.00

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 32,350.00 36,730.46

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

BIL UNIT

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN KETERANGAN KERJA

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3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)

BIL UNIT

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

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.

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3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)

BIL UNIT

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN KETERANGAN KERJA 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 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 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

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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 KAWASAN PURATA KADAR HARGA 2014 (RM) UTARA

KAWASAN TENGAH

KAWASAN

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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 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

BIL UNIT KAWASAN PURATA KADAR HARGA 2014 (RM) UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN KETERANGAN KERJA

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3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)

BIL UNIT

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 no. 3,000.00 3,000.00

ii) 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 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. 15,000.00 15,000.00

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3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)

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 all trees irrespective 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 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 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

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

BIL UNIT

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3.3.5: EARTHWORKS (CLASS F)

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 m3 5.70 5.70

3 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

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 15.80 15.80

6 Excavate in rock material by controlled blasting 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 TIMUR KESELURUHAN KETERANGAN KERJA UNIT

BIL

Excavate in earth material from original ground level to form Collector Drain.

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.

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3.3.5: EARTHWORKS (CLASS F)

BIL

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.

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3.3.5: EARTHWORKS (CLASS F)

BIL

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 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 Buttress wall.

m3 9.62 9.62

Excavate in earth material to construct the Buttress wall.

Excavate in earth material to construct the log boom.

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3.3.5: EARTHWORKS (CLASS F)

BIL

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 8.59

FILLING

27 Using suitable excavated material to form river bank to level RL+13.00m including formation 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 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

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.

Using suitable excavated material to grading limits for backﬁll at back of sheet pile area.

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3.3.5: EARTHWORKS (CLASS F)

BIL

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.

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3.3.5: EARTHWORKS (CLASS F)

BIL

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 Ditto - 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 Geotextile Polyfelt TS65 or approved equivalent/as per manufacturer's speciﬁcation.

m2 8.39 8.39

Geotextile

Supply and lay geotextile 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 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 m2 7.32 7.32

55 Supply and Lay geotextile at toe as separator Type TS50 or equivalent.

m2 4.86 4.86

(Nonwoven) geotextile 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.

(32)

3.3.5: EARTHWORKS (CLASS F)

BIL

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

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 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 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

Close turﬁng including placement of 50mm thick approved topsoil as directed by SO.

(33)

3.3.5: EARTHWORKS (CLASS F)

BIL

66 Hydroseeding as per SpeciﬁcationClause 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 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

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

no. 332.72 332.72

(34)

3.3.5: EARTHWORKS (CLASS F)

BIL

77 Pandanus tectorius (Screwpine) O.H. 4.0m, Trunk

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,

Planting distance 300mm.

no. 5.77 5.77

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 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 (ratio3:2:1) (Topsoil: Organic fertilizer : sand) to ﬁll excavated holes.

84 Tree ( 1.0m x 1.0m x 1.0m) m3 39.81 39.81

(35)

3.3.5: EARTHWORKS (CLASS F)

BIL

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 no. 20.27 20.27

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 Trees no. 7.90 7.90

(36)

3.3.6 : GEOTECHNICAL WORK (CLASS G)

KETERANGAN KERJA

BIL UNIT

PURATA KADAR HARGA 2014 (RM) 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

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.

(37)

3.3.6 : GEOTECHNICAL WORK (CLASS G)

RETAINING STRUCTURES

GABION

1 _{1.0 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 Speciﬁcation clause 6002 and as shown in the drawings.

m3 180.00 180.00

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

BIL UNIT

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN

(38)

3.3.6 : GEOTECHNICAL WORK (CLASS G)

BIL UNIT

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN 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

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.

(39)

3.3.6 : GEOTECHNICAL WORK (CLASS G)

BIL UNIT

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN 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 72.23 72.23

Armour Rocks

28 Supply and lay rip-rap granatic 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 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.

(40)

3.3.6 : GEOTECHNICAL WORK (CLASS G)

BIL UNIT

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN 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

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.

(41)

3.3.6 : GEOTECHNICAL WORK (CLASS G)

BIL UNIT

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN 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

MSE Wall TYPE B Green Terramesh

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)

3.3.6 : GEOTECHNICAL WORK (CLASS G)

BIL UNIT

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN 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

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.

(43)

3.3.6 : GEOTECHNICAL WORK (CLASS G)

BIL UNIT

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN

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.

(44)

3.3.7: PILING WORK (CLASS H)

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 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 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

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

BIL UNIT

UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN KETERANGAN KERJA

(45)

3.3.7: PILING WORK (CLASS H)

BIL UNIT

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 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

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 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 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

(46)

3.3.7: PILING WORK (CLASS H)

BIL UNIT

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

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

(47)

3.3.7: PILING WORK (CLASS H)

BIL UNIT

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

no. 329.08 329.08

no. 274.83 274.83

no. 493.80 493.80

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.

(48)

3.3.7: PILING WORK (CLASS H)

BIL 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

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

no. 47.38 47.38

no. 51.33 51.33

PRECAST PRESTRESSED CONCRETE PILES

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

Handle, Pitch and Drive

46 m 23.54 23.54

Jointing, Filling Concrete, Cut Oﬀ Piles 47 Jointing 300mm dia. of pile with butt weld all

round.

no. 45.93 45.93

300 mm diameter spun piles (class A) with a working load of 75 tonne

(49)

3.3.7: PILING WORK (CLASS H)

BIL UNIT

48 Filling hollow piles with concrete grade C30 including removal of materials from within the piles before concreting.

m 80.44 80.44

49 no. 76.69 76.69

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

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

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. 321.71 321.71 Cut-oﬀ piles including preparing heads.

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-the-wet bund construction type will be performed.

(50)

3.3.7: PILING WORK (CLASS H)

BIL UNIT

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 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

(51)

3.3.7: PILING WORK (CLASS H)

BIL 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

no. 16,920.00 16,920.00

no. 15,375.00 15,375.00

no. 45,000.00 45,000.00

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.

(52)

3.3.7: PILING WORK (CLASS H)

BIL UNIT

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

no. 21,000.00 21,000.00

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

(53)

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

4 Reinforced concrete base m3 286.71 311.11 298.91

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

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

BIL UNIT

(54)

3.3.8: CONCRETE WORK (CLASS I)

BIL UNIT

UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN

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 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

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.

no. 31,500.00 31,500.00

Key Wall

Concrete Grade: C40 Concrete Grade: C35A Base

Wall Buttress Wall Column

(55)

3.3.8: CONCRETE WORK (CLASS I)

BIL UNIT

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

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 Fitting 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 : Smooth ﬁnish m2 32.91 32.91

REINFORCEMENT

Mild Steel Bars

33 Nominal diameter: 8 mm. t 3,172.73 3,172.73

High Tensile Bars

36 Nominal diameter: 10 mm. t 3,389.95 3,234.09 3,312.02

(56)

3.3.8: CONCRETE WORK (CLASS I)

BIL UNIT

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 Construction joint, 500mm wide. m 97.22 97.22

Contraction joint

46 Concrete Contraction 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 cutting and jointing of waterstops and provision of special ﬁttings at angles and junctions.

m 87.19 92.48 89.83

(57)

3.3.8: CONCRETE WORK (CLASS I)

BIL UNIT

ANCILLARY WORK FOR WATER RETAINING STRUCTURES

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 m2 34.33 34.33

(58)

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 vertical 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 vertical straight BIL

(59)

3.3.10: TIMBER WORK (CLASS K)

Hand railing

1 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 360.27 360.27

BIL KAWASAN PURATA KADAR HARGA 2014 (RM) UTARA

KAWASAN TENGAH

KAWASAN

TIMUR KESELURUHAN KETERANGAN KERJA UNIT

(60)

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 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

BIL

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN KETERANGAN KERJA UNIT

(61)

3.3.11: METALWORK (CLASS L)

BIL

PURATA KADAR HARGA 2014 (RM) KAWASAN UTARA KAWASAN TENGAH KAWASAN TIMUR KESELURUHAN 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 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 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.

(62)

3.3.12: BUILDING WORK (CLASS M)

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 49.00 49.00

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 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