Buku Purata Kadar Harga 2014

JADUAL PURATA KADAR HARGA 2014

JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA

JADUAL PURATA KADAR HARGA 2014

ISI KANDUNGAN BAHAGIAN

PERKARA

1.0

Pendahuluan Dan Panduan Pengunaan

2.0

Kos Kerja-Kerja Am (General Items) 2.1 Tujuan Dan Definisi 2.2 Bentuk Maklumat Dan Pembahagian 2.2.1 Peratusan Kos Keseluruhan Kerja Am Daripada Kos Kerja Pembina 2.2.2 Peratusan Kos Terperinci Kerja Am Daripada Kos Kerja Pembina

3.0

Kos Item-Item Kerja 3.1 Tujuan 3.2 Bentuk Maklumat 3.3 Klasifikasi Kerja 3.3.1 Environmental Protection and Enhancement

MUKASURAT 1-3 4

5 6-7

8

9 - 11

3.3.2 Traffic Management And Control

12

3.3.3 Site Investigation Work

13

3.3.4 Demolition & Site Clearance

14 - 15

3.3.5 Earthworks

16 - 25

3.3.6 Geotechnical Work

26 - 33

3.3.7 Piling Work

34 - 42

3.3.8 Concrete Work

43 - 47

3.3.9 Brickwork, Blockwork & Masonry

48

3.3.10 Timber Work

49

3.3.11 Metal Work

50 - 51

3.3.12 Building Work

52 - 60

3.3.13 Painting Work

61

3.3.14 Pipeworks

62 - 63

3.3.15 Drainage Work

64 - 70

3.3.16 Roads And Pavings

71 - 75

3.3.17 Miscellaneous Works

76 - 79

4.0

Kos Upah Buruh

80 - 81

5.0

Kos Sewa Loji & Peralatan

82 - 84

PENDAHULUAN DAN PANDUAN PENGGUNA

JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA

JADUAL PURATA KADAR HARGA 2014

1.0

PENDAHULUAN DAN PANDUAN PENGGUNAAN

1.1

TUJUAN 1.1.1

1.2

Tujuan buku ini dikeluarkan adalah untuk memberikan maklumat berkenaan dengan kos bagi melaksanakan kerja-kerja Jabatan Pengairan dan Saliran. Maklumat-maklumat kos ini boleh digunakan sebagi panduan untuk menyediakan anggaran kos, membuat pelarasan kadar harga atau untuk tujuan perundingan kadar harga.

KANDUNGAN 1.2.1

1.2.2

Maklumat-maklumat yang terkandung di dalam buku ini adalah berdasarkan kepada dokumen-dokumen tender bagi kerja-kerja Jabatan Pengairan dan Saliran yang pada amnya adalah terdiri dari:

i)

Kerja-kerja Saliran dan Tebatan Banjir

ii)

Kerja-kerja Kejuruteraan Pantai

iii)

Kerja-kerja Kejuruteraan Sungai

Maklumat-maklumat ini disusun dalam empat (4) bahagian utama iaitu;

i)

Kos Kerja-kerja Am (General Items)

ii)

Kos Item-item Kerja

iii)

Kos Upah Buruh

iv)

Kos Sewa Loji & Peralatan

1

JADUAL PURATA KADAR HARGA 2014

1.2.3

Maklumat-maklumat kos ini juga dibahagikan mengikut kategori kawasan di mana projek tersebut dilaksanakan iaitu seperti berikut:

NEGERI

KATEGORI KAWASAN

1.3

1.4

Kawasan Utara

-

Perlis Kedah Pulau Pinang Perak

Kawasan Tengah

-

Wilayah Persekutuan Kuala Lumpur Selangor Negeri Sembilan Melaka Johor

Kawasan Timur

-

Pahang Terengganu Kelantan

SUMBER MAKLUMAT / PEMILIHAN SAMPEL 1.3.1

Data-data di dalam buku ini adalah diabstrak dari dokumendokumen tender secara konvensional bagi projek yang ditender dalam tahun 2014 dan ditutup di Ibu Pejabat Jabatan Pengairan Dan Saliran Malaysia.

1.3.2

Kadar harga diambil daripada dokumen tender yang disediakan berasaskan kepada senarai kuantiti.

ANALISA DAN SUSUNAN DATA 1.4.1

Data-data bagi item yang serupa dikumpulkan dan dijadikan dalam bentuk purata. Data-data yang terlalu tinggi atau rendah tidak diambilkira.

2

JADUAL PURATA KADAR HARGA 2014

1.5

1.4.2

Melalui penganalisaan tersebut adalah didapati wujudnya ketidakseragaman di dalam penyediaan dokumen tender/tawaran, samada dari segi pengukuran kuantiti dan keterangan kerja bagi beberapa item kerja. Sehubungan dengan itu, item-item yang serupa/hampir serupa telah dikumpulkan bersekali dan dikira dalam bentuk purata. Pertimbangan tidak diberikan sekiranya cara pengukuran berbeza walaupun ia adalah item kerja yang sama.

1.4.3

'Harga Purata' bagi sesuatu kawasan diperolehi berdasarkan kepada jumlah nilai data-data kos bagi sesuatu item kerja yang dibahagikan kepada bilangan sampel mengikut kawasan berkenaan.

1.4.4

Purata keseluruhan adalah berdasarkan kepada nilai purata bagi semua kawasan.

PEMAKAIAN DATA 1.5.1

Data-data di dalam buku ini hendaklah digunakan sebagai panduan sahaja.

1.5.2

Pengguna hendaklah menggunakan budibicara bagi memilih kos yang bersesuaian dengan berdasarkan kepada; i)

Nilai kontrak

ii)

Keperluan spesifikasi

iii)

Cara pengukuran bagi projek yang akan dilaksanakan

iv)

Lokasi projek

v)

Keadaan pasaran semasa

3

KOS KERJA-KERJA AM (GENERAL ITEMS)

JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA

JADUAL PURATA KADAR HARGA 2014

2.0

KOS KERJA-KERJA AM (GENERAL ITEMS)

2.1

TUJUAN DAN DEFINISI Bahagian ini mengandungi maklumat berhubung dengan kos bagi melaksanakan kerja-kerja di bawah kategori 'Kerja-kerja Am' (General Items). Terdapat sesetengah dokumen yang menamakan bahagian ini sebagai 'Preliminaries', 'Kerja Awalan' ataupun 'Kerja-kerja Pendahuluan'.

2.2

BENTUK MAKLUMAT DAN PEMBAHAGIAN Maklumat bagi bahagian ini diberikan dalam bentuk peratusan dan dibahagikan kepada dua bahagian seperti berikut:2.2.1

Peratusan Kos Keseluruhan Kerja Am Daripada Kos kerja Pembina Maklumat bagi kos keseluruhan adalah berdasarkan kepada penganalisaan ke atas kos keseluruhan bagi Kerja-kerja Am (General Items).

Cara pengiraan peratusan: G.I T.S - (G.I. + P.S + P.C)

2.2.2

X 100%

Peratusan Kos Terperinci Kerja Am Daripada Kos Kerja Pembina

Maklumat bagi kos terperinci adalah berdasarkan kepada penganalisaan ke atas kos bagi setiap item Kerja-kerja Am (General Items).

Cara pengiraan peratusan: Item in G.I. T.S - (G.I + P.S + P.C)

Petunjuk:

X 100%

i) ii) iii)

G.I T.S P.S

= = =

iv)

P.C

=

4

Kos Kerja Am (General Items) Harga Tender (Tendered Sum) Wang Peruntukan Sementara (Provisional Sum) Wang Kos Prima (Prime Cost Sum)

JADUAL PURATA KADAR HARGA 2014

2.2.1 : PERATUSAN KOS KESELURUHAN KERJA AM DARIPADA KOS KERJA PEMBINA (TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)

BIL

NILAI TENDER

UNIT

UTARA PURATA (%)

TENGAH PURATA (%)

TIMUR PURATA (%)

KESELURUHAN PURATA (%)

1

Melebihi 5 juta tidak melebihi 10 juta

-

11.75

-

11.75

2

Melebihi 10 juta tidak melebihi 20 juta

-

4.75

-

4.75

3

Melebihi 20 juta

3.05

3.55

3.44

3.35

5

JADUAL PURATA KADAR HARGA 2014

2.2.2 : PERATUSAN KOS TERPERINCI KERJA AM (GENERAL ITEMS) DARIPADA KOS KERJA PEMBINA (TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)

BIL

KETERANGAN KERJA

UNIT

UTARA PURATA (%)

TENGAH PURATA (%)

TIMUR PURATA (%)

KESELURUHAN PURATA (%)

A

Contractual Requirement

1

Contractor's All Risk - Insurance Of Works - Public Liability Insurance

0.31

0.30

0.19

0.27

2

Performance Bond

0.28

0.33

0.15

0.25

3

Perkeso / SOCSO

0.06

0.10

0.04

0.07

4

Compliance with laws, regulations and all relevant authorities

-

-

0.27

0.27

B

Engineer / SO / PD's Requirement

1

Establishment & Removal Of SO's Site Office

0.22

0.11

-

0.17

2

Establishment, Maintenance & Removal Of SO's Site Office

-

-

0.15

0.15

3

Maintenance Of SO's Site Office

0.01

-

-

0.01

4

Laboratory Equipment

-

-

-

-

5

Pre & Post Survey

-

-

-

-

6

Preparation & Submission Of 'As Built Drawings'

0.08

0.08

0.07

0.08

7

Progress Photographs

-

-

-

-

8

Progress Report

-

0.01

0.03

0.02

9

Project Signboard

0.04

0.06

0.01

0.04

10

Survey Works

-

0.32

0.30

0.31

6

JADUAL PURATA KADAR HARGA 2014

2.2.2 : PERATUSAN KOS TERPERINCI KERJA AM (GENERAL ITEMS) DARIPADA KOS KERJA PEMBINA (TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)

BIL

KETERANGAN KERJA

UNIT

UTARA PURATA (%)

TENGAH PURATA (%)

TIMUR PURATA (%)

KESELURUHAN PURATA (%)

11

Surveying Equipment

0.10

0.05

0.04

0.06

12

Testing & Sampling

0.03

-

-

0.03

13

Work Programme

0.03

0.15

-

0.09

C

Contractor's Requirement

1

Clearing & Cleaning Up Upon Completion

-

0.07

-

0.07

2

Establishment, Maintenance Contractor's Site Office

Of

-

0.22

-

0.22

3

Establishment, Maintenance & Removal Of Contractor's Office, Workmen Accommodation, Store etc

-

-

-

-

4

Establishment, Maintenance & Removal Of Workmen Accommodation

-

-

-

-

5

Moblization & Demobilization Of Construction Plant & Equipment

-

0.20

0.44

0.32

6

Site Agent

0.68

-

-

0.68

7

Temporary works

1.24

1.28

0.44

0.99

&

Removal

7

KOS ITEM-ITEM KERJA

JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA

JADUAL PURATA KADAR HARGA 2014

3.0

KOS ITEM-ITEM KERJA

3.1

TUJUAN Bahagian ini memberikan maklumat berhubung dengan data-data kos bagi itemitem kerja yang dilaksanakan.

3.2

BENTUK MAKLUMAT Maklumat bagi bahagian ini diberikan di dalam bentuk kadar harga purata dan dibahagikan mengikut klasifikasi kerja sebagaimana ditetapkan di dalam MyCESMM (Malaysian Civil Engineering Standard Method Of Measurement).

3.3

KLASIFIKASI KERJA Klasifikasi kerja adalah seperti berikut:3.3.1 3.3.2 3.3.3 3.3.4 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.10 3.3.11 3.3.12 3.3.13 3.3.14 3.3.15 3.3.16 3.3.17

Environmental Protection and Enhancement (CLASS B) Traffic Management And Control (CLASS C) Site Investigation Work (CLASS D) Demolition & Site Clearance (CLASS E) Earthworks (CLASS F) Geotechnical Work (CLASS G) Piling Work (CLASS H) Concrete Work (CLASS I) Brickwork, Blockwork & Masonry (CLASS J) Timber Work (CLASS K) Metal Work (CLASS L) Building Work (CLASS M) Painting Work (CLASS N) Pipeworks (CLASS O) Drainage Work (CLASS P) Roads and Pavings (CLASS Q) Miscellaneous Works (CLASS T)

8

JADUAL PURATA KADAR HARGA 2014

3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

18,083.03

15,100.00

16,591.52

2,100.00

2,100.00

32,350.00

36,730.46

KAWASAN TIMUR

KESELURUHAN

ENVIRONMENTAL MANAGEMENT PLAN (EMP) 1

Preparation of environmental management plan to the approval of the S.O. which shall include erosion and sediment control plan (ESCP), noise, air and water quality monitoring and compliance with requirements of the local Authorities'.

Item

2

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

mth

EROSION AND SEDIMENT CONTROL PLAN (ESCP) 3

Construction and maintenance of ESCP and environmental monitoring facilities and including implementation of the environmental managemant plan and making good upon completion of the works.

Item

41,110.93

4

Silt fence of 1.0 m height as per Specification clause 1.5.2 and as shown in the drawings.

m

20.36

20.36

5

Sand bag as per Specification clause 1.5.2 and as shown in the drawings.

no.

32.80

32.80

Maintenance Items for maintenance of silt fence and sand bags shall be deemed to include disposal of accumulated debris, sediment and silt to approved site, unless otherwise stated.

6

Silt fence.

Item

3,954.55

3,954.55

7

Sand bag.

Item

3,831.83

3,831.83

9

JADUAL PURATA KADAR HARGA 2014

3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

WATER QUALITY CONTROL AND MONITORING 8

Mechanical Mobile Silt Trap for online river storage works to comply with Standard (A/B) of the Environmental Quality Act. Rate should be include chemicals supply, operation and maintenance upon completion of work.

no.

39,727.27

39,727.27

Water Quality Sampling and In situ Testing Water quality sampling and monitoring by accredited laboratory on a monthly basis at the discharge outlet of active treatment system to comply with the requirements of Standard (A/B) of the Environmental Quality Act for the following parameters. 9

pH

no.

102.27

102.27

10

Total suspended solid (TSS).

no.

103.18

103.18

11

Dissolved Oxygen (DO)

no.

99.32

99.32

12

Ammoniacal nitrogen

no.

106.82

106.82

Item

15,863.64

15,863.64

AIR QUALITY CONTROL AND MONITORING 13

Construct and maintenance entrance access and provide washing pit upon the completion of works as per specification and as shown in drawing.

10

JADUAL PURATA KADAR HARGA 2014

3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

WASTE MANAGEMENT 14

Construction solid waste as per Specification clause 1.5.2. (General Specification) Rate to include provision of collection bins, temporary storage area, and disposal to approved site.

Item

9,931.80

9,931.80

ENVIRONMENTAL REPORT 15

Sampling, laboratory testing, monitoring and submission of monthly reports for water quality, air quality, noise and vibration control, waste management and health.

mth

16

Environmental monitoring report in 5 (five) sets on a monthly basis for the TSS content at the discharge outlet of the Active Treatment System.

Item

5,336.37

5,336.37

17

Environmental audit report on a annual basis in five sets.

Item

4,454.55

4,454.55

18

Environmental closure audit report in five sets.

Item

3,795.46

3,795.46

11

2,070.19

2,070.19

JADUAL PURATA KADAR HARGA 2014

3.3.2: TRAFFIC MANAGEMENT AND CONTROL (CLASS C)

BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

manmth

2,746.43

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

TRAFFIC MANAGEMENT PLAN Traffic Management Team 1

Traffic Management Officer.

12

2,746.43

JADUAL PURATA KADAR HARGA 2014

3.3.3: SITE INVESTIGATION WORK (CLASS D)

BIL

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

KETERANGAN KERJA

UNIT

1

To carry out Field Density Test & Moisture Content Test in accordance to BS 1377 on each 300mm layer of compacted earth using sand replacement method. Rate shall include sampling, material testing & reporting. The test results falling below the specified value will not be paid.

no.

153.85

153.85

2

To carry out Atterberg Limit test. The tests shall include Liquid Limit, Plastic Limit, Plasticity Index and Linear Shrinkage. Rate shall include sampling, material testing and reporting.

no.

242.77

242.77

KAWASAN UTARA

TESTING

13

JADUAL PURATA KADAR HARGA 2014

3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

BUILDING / STUCTURES / PIPELINES Demolition and removal from worksite and dispose off site to contractor's own dumping ground of existing structures and obstructions. 8

House or building i) concrete ii) Wooden

no. no.

3,000.00 2,166.67

3,000.00 2,166.67

9

Individual buildings - store of total gross built-up area 25m2.

no.

1,500.00

1,500.00

10

Demolition of existing RC concrete bridge 15m length with cart away to contractor's own site.

no.

15,000.00

15,000.00

11

Demolition of existing concrete bridge of 5.0 m (W) x 30 m (L) shall be deemed to include demolition and removal of supports.

no.

45,000.00

45,000.00

12

Bridges

no.

6,690.00

6,690.00

13

Pipe culvert

m

60.00

60.00

14

Manhole or sump

no.

191.57

191.57

15

Existing Road

m2

4.55

4.55

16

Below ground - precast Monsoon Drain including headwall and wingwall 350m long x 5m wide x 0.75m deep.

m

50.00

50.00

17

Below ground - precast L-shape Drain including foundation of 400m long x 7.12 m wide x varies in height (3.5m - 5.0m).

m

210.00

210.00

18

Above ground - (one number of 15m x 4m existing bridge including their foundation)

no.

19

Existing Concrete Drain.

m

15

15,000.00

15,000.00

10.00

10.00

JADUAL PURATA KADAR HARGA 2014

3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

ha

3,114.80

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

GENERAL CLEARANCE Clearing and stripping off top layer of spillway foundation and other related works. 1

Site clearance to areas within the boundary of works inclusive of cutting

down

3,114.80

all trees

irrespective of sizes, undergrowth bushes, shrubs, tall grass etc grubbing up roots stumps, and disposal of all debris away from site. 2

General clearance to primary forest including removal of trees and stumps, undergrowth, shrubs, roots, and the likes. All trees of 0.5 m girth and above shall become the property of the Employer.

ha

5,144.55

5,144.55

3

At water bodies including pumping out of water and to include removal of items (such as tree trunk, sludge, solid waste, debris) either floating, submerged or at the bed of the water body.

ha

5,522.73

4,511.36

4

The reserve width of the new waterway alignment.

ha

2,480.38

2,480.38

3,500.00

TREES Cutting down and dispose of trees having a girth of

5

a) 500mm - 1m

no.

50.20

50.20

6

b) 1-2m

no.

93.00

93.00

7

c) 2-3m

no.

217.00

217.00

14

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

EXCAVATION Cut to Fill Excavation in cut shall be deemed to include trimming and preparation of excavated surface and transportation from source to place of fill.

1

Excavate in earth material from original ground level to form embankment within the site to finish level of RL+13.00m.

m3

4.97

4.97

2

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

m3

5.70

5.70

3

Excavation and trimming of existing river slopes (in front of anchored sheet pile at river edge) to required bed levels as per construction drawings or as directed by the S.O.

m3

5.70

5.70

4

Excavate from existing ground level within proposed channel/river reserve or project area to construct diversion channel to the alignment, levels, width and slopes as shown in the Contract plan and stockpile suitable excavated material for the construction of river bund.

m3

2.88

2.88

15.80

15.80

Cut and Dispose 5

Excavate and dispose off site the surplus or unsuitable excavated material to contractor's own dump site. Contractor to get approval from relevant athorities and S.O for dump site.

m3

6

Excavate in rock material by controlled blasting including dispose to stock pile area, loading and unloading of rocks.

m3

16

22.30

22.30

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

7

Excavate in natural hard material.

m3

21.00

21.00

8

Excavate in rock using hydraulic rock breaker.

m3

32.09

32.09

9

Excavate in rock profile of diversion channel without the use of explosive and dispose off site the excavated rock to contractor's own dump site.

m3

20.15

20.15

10

Excavation in cut shall be deemed to include trimming and preparation of excavated surface and transportation from source to place of fill or disposal.

m3

10.41

8.05

9.23

11

Ditto; Excavate in earth material at the base of the main bund down to a level where the ground strength is equal to or more than SPT N value of 10. For approximation, it is assumed that excavation will be 1 m deep.

m3

6.00

8.05

7.02

12

Ditto; Excavate in earth material commencing from RL +29.0m to 27.0m to construct Side Spillway approved by S.O.

m3

8.74

8.74

13

Ditto; Excavate in earth material dispose to the designated dumping area within 6 km approved by the S.O./Engineer.

m3

9.16

9.16

14

Excavate in Detention Pond commencing from level RL+13.0m to RL+5.0m and dispose, spread and level it within the project site as approved by the S.O.

m3

4.79

4.79

15

Excavate in Detention Pond commencing from level RL+13.0m to RL+5.0m and dispose to the contractors disposal site approved by the S.O.

m3

5.19

5.19

17

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

16

Excavate in earth material commencing from EL +14m to +5m to construct Side Spillway approved by S.O.

m3

5.77

5.77

17

Excavate in earth material commencing from existing level (approx. 35.79m - 40.61m) to proposed design level (approx.32.99m - 32.81m) not exceeding 9m to disposal site approved by the S.O.

m3

14.00

14.00

18

Excavate in earth material commencing from existing level (approx. 39.24m - 40.56m) to proposed design level (approx. 32.04m - 32.09m) not exceeding 9m to disposal site approved by the S.O.

m3

13.45

13.45

19

Excavate in earth material for pile caps and abutments to disposal site approved by the S.O.

m3

10.05

10.05

20

Excavate in earth material to construct the Buttress wall.

m3

8.62

8.62

21

Excavate in earth material commencing from level as specified.

m3

8.41

8.41

22

Excavate in earth material to construct the log boom.

m3

8.92

8.92

23

Excavate in unsuitable material to construct the log boom.

m3

9.09

9.09

24

Excavate in unsuitable material to disposal site approved by the S.O/Engineer.

m3

10.82

10.82

25

Excavate in unsuitable material to construct the Buttress wall.

m3

9.62

9.62

18

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

26

Excavation for foundation shall include upholding sides of excavation, preparation of excavated surface, additional excavation to provide working space and removal of dead services.

m3

8.59

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

8.59

FILLING 27

Using suitable excavated material to form river bank to level RL+13.00m including formation of benches.

m3

28

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

m3

3.60

3.60

29

Import material from Contactor's own source with grading limits as per Specification to filling (1m depth) to form embankments & access roads at back of Steel Sheet Pile Walls including formation of benches.

m3

22.60

22.60

30

Imported material from Contactor's own source with grading limits as per Specification for Earthfill, Type 1 material to form embankment. Rate to include formation of benches.

m3

24.56

24.56

31

Imported material from Contactor's own source with grading limits as per Specification for Earthfill, Type 2 material to form embankment. Rate to include formation of benches.

m3

21.47

21.47

32

Imported material from Contractor's own source with grading limit as per Specification (Type 1 Material) for use as clay core material for bund.

m3

20.85

20.85

19

5.52

5.52

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

33

Imported material from Contractor's own source with grading limits as per Specification (Crusher Run) for U drain foundation as indicated.

m3

62.13

62.13

34

Imported material from Contractor's own source with grading limit as per Specification (Rip Rap) for use as slope protection for bund.

m3

73.63

73.63

35

Imported material from Contactor's own source approved by the S.O.

m3

19.45

19.45

36

Imported sand as backfill material to a depth of maximum 0.5m.

m3

53.22

53.22

37

Granular material as fill below transition slab.

m3

30.38

30.38

38

Granular material as fill behind walls of culverts.

m3

31.13

31.13

39

Granular material as per Specification (fine filter) for use in the toe drain.

m3

59.04

59.04

40

Granular material as per Specification (medium filter) for use in the toe drain.

m3

61.27

61.27

41

Granular material as per Specification (coarse filter) for use in the toe drain.

m3

59.17

59.17

42

Supply, spread, level and compact in layers imported granular backfill behind abutments and under approach slab as specified.

m3

56.86

56.86

43

300mm thick permeable layer comprising of 20mm 40mm crushed stone.

m3

24.22

24.22

44

200 mm thick compacted mearth material as bedding.

m2

6.65

6.65

20

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

45

Top soil of average depth of 150 mm and stockpile for reuse as top soil for turfing.

m2

1.22

46

Handle, transport, spread and level 75mm thick local top soil (from Item 2.1.3) including trimming, level and grading of slope.

m2

1.50

1.50

47

Ditto - imported top soil.

m2

4.97

4.97

48

Concrete Interlocking Blockmat VIP LINER Supply and lay 50 to 100 mm diameter underlayer stones of VIP LINER or as directed by S.O.

m3

71.15

71.15

m2

8.39

8.39

m2 m2

7.32 10.08

7.32 10.08

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

1.22

FILLING ANCILLARIES 49

50 51

Provision and placement of Geotextile Polyfelt TS65 or approved equivalent/as per manufacturer's specification. Geotextile Supply and lay geotextile type : -TS 50 or equivalent -F68 or equivalent.

52

Supply and lay non woven geotextile TS-50 or equivalent.

m2

6.62

6.62

53

Supply and lay MXC 50 non woven geotextiles or equivalent. .

m2

5.07

5.07

54

(Nonwoven) geotextile with nominal weight of 280 g/m2 at pond inlets.

m2

55

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

m2

21

7.32

7.32

4.86

4.86

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Cemented Rubble Pitching 56

Supply and lay cemented rubble pitching 300 mm thick along river channel including all necessary weepholes and filter aggregates.

m2

74.62

74.62

57

Continous polypropylene filament, non-woven geotextile with tensile strength of 19 kN/m, effective opening size of 0.09 mm and nominal mass of 250 g/m2 as per Specification.

m2

5.81

5.81

3.40

3.40

LANDSCAPING Items for landscaping shall be deemed to include digging, planting media, bedding, stalking, protection, watering, weeding, required fertilising, 58

Spot turfing to flat areas.

m2

59

Supply and lay spot turfing.

m2

4.42

4.42

60

Supply, spread evenly 50mm top soil and spot turfing.

m2

5.47

5.47

61

Close turfing to slopes including pegging down with stakes.

m2

4.92

4.28

4.60

62

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

m2

4.68

63

To supply, spread and lay close turfing inclusive of all necessary pegging, soil watering, weeding and tending until establishment, all as prescribed to slope.

m2

5.27

5.27

64

Ditto - spot turfing at an angle exceeding 10 degree to the horizontal.

m2

3.16

3.16

65

Ditto - spot turfing at an angle not exceeding 10 degree to the horizontal.

m2

3.22

3.22

22

4.68

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

66

Hydroseeding as per Specification Clause 12007 to the slopping area approved by S.O.

m2

4.53

4.53

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Turf Reinforcement Mat (TRM) 67

Supply and Install Turf Reinforcement Mat (TRM) Type C350 or equivalent, inclusive of cutting, handling, laying and jointing.

m2

12.64

12.64

68

Hydroseeding with selected grass species as specify in the specification or as approve by S.O and inclusive of approved fertilizer, necessary soil watering, weeding and tending until establishment, all as prescribed to slope.

m2

4.03

4.03

69

Supply and Install Galvanised Mild Steel Staple pin size R12- 600 mm as shown in the drawing or as directed by S.O.

no.

2.88

2.88

70

Water seepage / cut-off control measure.

m2

91.45

91.45

71

TREE Spathodea campanulata (Fountain Tree) O.H. 4.0m, Trunk Diameter 50mm - 65mm.

no.

309.09

309.09

72

Melaleuca leucadendron (Gelam) O.H. 4.0m, Trunk Diameter 50mm - 65mm.

no.

337.36

337.36

73

Syzygium cumini (Salam) Diameter 50mm - 65mm.

O.H. 4.0m, Trunk

no.

326.90

326.90

74

Hopea odorata (Cengal Pasir) O.H. 4.0m, Trunk Diameter 50mm - 65mm.

no.

343.72

343.72

75

Pomelia pinnata (Taun Tree) O.H. 4.0m, Trunk Diameter 50mm - 65mm.

no.

332.72

332.72

76

Delonix regia (Flamboyant) O.H. 4.0m, Trunk Diameter 50mm - 65mm.

no.

348.63

348.63

23

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

77

Pandanus tectorius (Screwpine) O.H. 4.0m, Trunk Diameter 50mm - 65mm.

no.

411.81

411.81

78

Pelthophorum pterocarpum (Yellow Flamboyant) O.H. 4.0m, Trunk Diameter 50mm - 65mm.

no.

389.09

389.09

no.

5.77

5.77

79

SHRUB Orthosiphon stamineus (Misai Kucing) O.H. 0.3m, Planting distance 300mm.

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

80

Calathea lutea (Pampano) O.H. 0.6m, Planting distance 300mm.

no.

7.04

7.04

81

Acalypha siamensis (Wild Tea) O.H. 0.6m, Planting distance 300mm.

no.

6.29

6.29

PLANTING WORKS HOLE EXCAVATION To supply all labour, equipment, tools, transport, etc and excavate planting hole and cart away all excavated materials to contractor's own dump site. 82 83

Tree ( 1.0m x 1.0m x 1.0m) Shrubs (0.3m x 0.3m x 0.3m)

no. no.

16.45 2.61

16.45 2.61

m3 m3

39.81 34.36

39.81 34.36

TOPSOIL MIXTURE

84 85

To supply all labours, equipment, tools,transport, etc. and spread approved soil mixture (ratio3:2:1) (Topsoil: Organic fertilizer : sand) to fill excavated holes. Tree ( 1.0m x 1.0m x 1.0m) Shrubs (0.3m x 0.3m x 0.3m)

24

JADUAL PURATA KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

no.

20.27

20.27

no. no.

7.90 2.95

7.90 2.95

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

TREE STAKES AND TIES Provide stakes and ties for all planted trees according to planting specification. All the staking shall peproper tight to the new planted trees to L.A approval; The stakes shall be painted with green colour for protection. 86

Trees MULCHING Supply, deliver and lay minimum 50mm thick coco fiber around the planted plants as stated in planting plan and directed by S.O./ Landscape Architect.

87 88

Trees Shrubs

25

JADUAL PURATA KADAR HARGA 2014

3.3.6 : GEOTECHNICAL WORK (CLASS G)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Supply and Install of Sandfill Mattress as shown in the contract plan or directed by SO, inclusive of trimming, cutting, handling, laying and jointing. 7

a) Ditto - Infill with sand as approved by S.O

m2

67.61

67.61

8

b) Ditto - Without sand in fill

m2

43.67

43.67

9

To construct top trenching work (0.6m width by 0.6m depth) for sandfill mattress anchoring and backfill with compacted local suitable material.

m

4.23

4.23

Green Mattress 10

Supply and deliver Green Mattress 230mm thk inclusive of 150mm x 225mm rock and labour. Rate shall include all alignment, machineries and related works.

m2

59.09

59.09

11

Installation of Green Mattress 300mm thk inclusive of stone size 100mm - 200mm.

m2

36.36

36.36

Reno Mattress 12

Supply and deliver Reno Mattress 300mm thk inclusive of 150mm x 225mm rock and labour. Rate shall include all alignment, machineries and related works.

m2

46.00

46.00

13

Installation of Reno Mattress 300mm thk inclusive of stone size 100mm - 200mm

m2

28.55

28.55

m2

4.41

4.41

Macmat S Mattress 14

Supply, Lay and Spread evenly 50mm top soil on top of lid and 75mm top soil under Macmat 10 or approved equivalent.

27

JADUAL PURATA KADAR HARGA 2014

3.3.6 : GEOTECHNICAL WORK (CLASS G)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

RETAINING STRUCTURES GABION 1

1.0 m x 1.0 m x 1.0 m rock-filled gabion with PVCcoated wire gauge size of 2.7 mm dia. as shown in the drawings including for laying underwater.

m3

224.55

224.55

2

2.5 m x 1.0 m x 1.0 m rock-filled gabion with PVCcoated wire gauge size of 3 mm as per Specification clause 6002 and as shown in the drawings.

m3

180.00

180.00

3

2.0 m x 1.0 m x 1.0 m rock-filled gabion with PVCcoated wire gauge size of 3 mm as per Specification clause 6002 and as shown in the drawings.

m3

180.00

180.00

4

1.5 m x 1.0 m x 1.0 m rock-filled gabion with PVCcoated wire gauge size of 3 mm as per Specification clause 6002 and as shown in the drawings.

m3

150.00

150.00

REVETMENT MATTRESS Sandfill Mattress 5

Slope trimming for base preparation to receive slope revetment materials.

m2

3.14

3.14

6

Supply, deliver and install the Sand Filled Mattress with minimum weight of 180kg/m2 as specified in the specification and tender drawing including all necessary works for proper completion. Measurement will be based on nett quantity of work done on site including the shrinkage of the fabric.

m2

44.75

44.75

26

JADUAL PURATA KADAR HARGA 2014

3.3.6 : GEOTECHNICAL WORK (CLASS G)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

15

Supply and delivery MacMat S or approved equivalent three dimensional matting, monofilaments with open structure of more than 95% area holding capacity as per necessary equipment and alignment with manufacture specification.

m2

20.86

20.86

16

Install MacMat S or approved equivalent inclusive of J pins (12mm diameter x 500mm @ 1m c/c spacing vertically and horizontally.

m2

8.37

8.37

17

Supply, Deliver Green Reinforced MacMat A three dimensional matting, monofilaments with open structure of more than 80% area holding capacity as per necessary equipment and alignment with manufacture specification or equivalent.

m2

35.00

35.00

18

Supply and delivery TM-53 Toe Protection Hydraulic Terramesh with Green MacMat 10 & Biomac facing for the construction of Mechanical Stabilise Earth (MSE) system or equivalent.

no.

318.26

318.26

19

Install and lay TM-53 Toe Protection Hydraulic Terramesh inclusive of 6" x 9" rock fill , labour and others related work within the Hydraulic Green Terramesh units. Rate shall include all alignment, machineries and related works.

m3

178.00

178.00

87.75

87.75

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

RIPRAP EMBANKMENT 20

Supply, deliver and lay the Rip rap with average size of 300mm diameter.

m3

21

Average 600mm thick rip rap of 300mm diameter stone for embankment.

m3

28

81.50

81.50

JADUAL PURATA KADAR HARGA 2014

3.3.6 : GEOTECHNICAL WORK (CLASS G)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

22

Supply, lay and stich to the manufacture's specification non-woven needle punch geotextile of Type A as filter material. (Measured nett - no allowance made for laps)

m2

6.30

6.30

23

Supply and construct 200mm thick filter bedding materials.

m3

61.50

61.50

24

Supply and lay 225mm thick 200/400mm cement Grouted rip-rap.

m2

31.35

31.35

25

Supply and lay 200mm thick 10/50mm stone.

m2

13.86

13.86

26

Supply and lay rip-rap stone size 300mm - 550mm diameter.

m3

73.48

73.48

27

(300 mm) thick rip rap as per specification to form the surface protection at the pond inlets (3 locations).

m2

28

Armour Rocks Supply and lay rip-rap granatic rock with size D50 =500mm minimum thickness of 1000mm.

KAWASAN TENGAH

72.23

KAWASAN TIMUR

KESELURUHAN

72.23

m3

62.05

62.05

MSE Wall TYPE A Green Terramesh 29

Supply and deliver TM 254 GREEN TERRAMESH or approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.

no.

315.78

315.78

30

Install and lay TM 254 GREEN TERRAMESH or approved equivalent inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.

m3

99.09

99.09

29

JADUAL PURATA KADAR HARGA 2014

3.3.6 : GEOTECHNICAL WORK (CLASS G)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

31

Supply and deliver GTM 70 2345 GREEN TERRAMESH or approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.

no.

366.09

366.09

32

Install and lay GTM 70 2345 GREEN TERRAMESH or approved equivalent including all alignment, machineries and related works.

m3

43.64

43.64

33

Supply and spread 300mm thk. crusher run inclusive compaction.

m3

55.73

55.73

34

Supply and fill Suitable granular backfill material inclusive compaction.

m3

48.73

48.73

35

Supply and fill with suitable selected earth fill material including compaction.

m3

24.18

24.18

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Hydraulic Green MSE Wall 36

Supply and deliver TM-0.5m thk. x 7m length Toe Protection Terramesh MSE Wall with 10mm thk. erosion protection mat & Biomac facing for the construction of mechanical Stabilise Earth (MSE) system or equivalent.

no.

341.80

341.80

37

Install and lay TM-0.5m thk. x 7m length Toe Protection Terramesh inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.

m3

112.62

112.62

30

JADUAL PURATA KADAR HARGA 2014

3.3.6 : GEOTECHNICAL WORK (CLASS G)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

38

Supply and deliver TM-0.5m thk. x 6m length Toe Protection Terramesh MSE Wall with 10mm thk. erosion protection mat & Biomac facing for the construction of mechanical Stabilise Earth (MSE) system or equivalent.

no.

331.91

331.91

39

Install and lay TM-0.5m thk. x 6m length Toe Protection Terramesh inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.

m3

109.86

109.86

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

MSE Wall TYPE B Green Terramesh 40

Supply and deliver TM 254 GREEN TERRAMESH or approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.

no.

315.78

315.78

41

Install and lay TM 254 GREEN TERRAMESH or approved equivalent inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.

m3

101.82

101.82

42

Supply and deliver TM 2754 GREEN TERRAMESH or approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.

no.

345.57

345.57

31

JADUAL PURATA KADAR HARGA 2014

3.3.6 : GEOTECHNICAL WORK (CLASS G)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

43

Install and lay TM 2754 GREEN TERRAMESH or approved equivalent inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.

m3

101.82

101.82

44

Supply and deliver GTM 70 2445 GREEN TERRAMESH or approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.

no.

377.73

377.73

45

Install and lay GTM 70 2445 GREEN TERRAMESH or approved equivalent. Rate shall include all alignment,machineries and related works.

m3

40.45

40.45

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Hydraulic Green MSE Wall 46

Install and lay TM-0.5m thk x. 6m length Toe Protection Terramesh inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.

m3

109.86

109.86

47

Supply and deliver GTM-0.45m thk. x 5m length 45 Deg Hydraulic Green MSE Terramesh with 10mm thk. Erosion protection mat & Biomac facing for the construction of Mechanical Stablise Earth (MSE) system or equivalent.

no.

316.68

316.68

32

JADUAL PURATA KADAR HARGA 2014

3.3.6 : GEOTECHNICAL WORK (CLASS G)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

48

Installed and lay GTM-0.45m thk. x 5m length 45 Deg Hydraulic MSE Green Terramesh with prefabricated with 10mm thk. Erosion protection mat & Biomac. Rate shall include all alignment, machineries and related works.

no.

33

KAWASAN UTARA

KAWASAN TENGAH

42.09

KAWASAN TIMUR

KESELURUHAN

42.09

JADUAL PURATA KADAR HARGA 2014

3.3.7: PILING WORK (CLASS H)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

PILES BORED PILES 1000mm Nominal Diameter Bored Pile 1

Drill 1000mm nominal diameter vertical holes through whatever soil strata other than rock with provision of temporary casing.

m

423.76

423.76

2

Drilled 1000mm nominal diameter vertical holes in rock.

m

1,890.00

1,890.00

3

1000mm Nominal permanent casing.

m

1,512.88

1,512.88

4

High yield reinforcement as specified: a). Up to 12mm diameter.

t

3,484.62

3,484.62

b). 16mm diameter and above.

t

3,476.92

3,476.92

5

4 nos x 50mm Nominal diameter x 4mm thick wall mild steel pipe in accordance with the Specification.

m

102.86

102.86

6

Concrete Grade 40/20 as specified.

m3

358.50

358.50

7

Non-shrink grout Grade 40 to be fill in sonic logging tubes as specified.

m3

544.00

544.00

8

Cutting off piles head to required length including preparing pile head.

no.

333.33

333.33

diameter

x

12mm

thick

600mm Nominal Diameter Bored Pile 9

Drill 600mm nominal diameter vertical holes through whatever soil strata other than rock with provision of temporary casing.

m

259.55

259.55

10

Drill 600mm nominal diameter vertical holes in rock

m

1,021.43

1,021.43

34

JADUAL PURATA KADAR HARGA 2014

3.3.7: PILING WORK (CLASS H)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

11

Drill 600mm Nominal diameter x 12mm thick permanent casing.

12

High yield reinforcement as specified:

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

m

879.00

879.00

a). Up to 12mm diameter.

t

3,430.77

3,430.77

b). 16mm diameter and above.

t

3,430.77

3,430.77

13

50mm Nominal diameter GI pipe attached to main bar for sonic logging in accordance with the Specification.

m

37.75

37.75

14

Concrete Grade 40/20 as specified.

m3

348.41

348.41

15

Non-shrink grout Grade 40 to be fill in sonic logging tubes as specified.

m3

477.93

477.93

16

Cutting off piles head to required length including preparing pile head.

m

276.90

276.90

MICROPILES 300 mm diameter micropiles as working piles.

17

Boring in earth using odex drilling system or equivalent.

m

105.78

105.78

18

Boring through rock including natural and existing concrete.

m

243.88

243.88

19

Supply and install 267 mm OD x 257 mm diameter I.D permanent casing.

m

152.37

152.37

20

High tensile reinforcement straight bars, nominal diameter not exceeding 40 mm including supporting reinforcement.

t

3,442.38

3,442.38

21

Mild steel R6 spiral link at 150mm pitch.

t

3,389.06

3,389.06

35

JADUAL PURATA KADAR HARGA 2014

3.3.7: PILING WORK (CLASS H)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

22

Grouting with non-shrink cement grout Grade C30 as specified into drilled hole including excess cement required when the grout volume exceeded the theoretical volume.

m3

757.06

757.06

23

Cut-off piles including preparing heads.

no.

150.00

150.00

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

250 mm diameter micropiles as working piles.

24

Boring in earth, up to 12 m for 40 nos. of pile points.

m

101.14

101.14

25

Boring through rock, up to 3 m for 40 nos. of pile points including natural and artificial hard material.

m

223.28

223.28

26

Supply and install 177.8 mm øD x 10 mm thick Grade N-80 API pipe.

m

209.37

209.37

27

Supply and install 12mm thk. M.S Stiffeners welded API pipe head by 10mm fillet weld all round c/w 400mm x 400mm x 25mm thk. M.S. top plate.

no.

318.64

318.64

28

Grouting with non-shrink cement grout Grade C30 as specified into drilled hole including excess cement required when the grout volume exceeded the theoretical volume.

m3

623.91

623.91

29

Cut-off piles including preparing heads.

no.

166.92

166.92

36

JADUAL PURATA KADAR HARGA 2014

3.3.7: PILING WORK (CLASS H)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

PRECAST REINFORCED CONCRETE PILES (R.C) Supply 30

Supply 200 x 200mm precast R.C. pile complete with mild steel pile shoe, of 6m length.

no.

197.89

197.89

31

Supply 200 x 200mm precast R.C. pile complete with mild steel pile shoe, of 9m length.

no.

329.08

329.08

32

Supply 230 x 230mm precast R.C. pile complete with mild steel pile shoe, of 6m length.

no.

274.83

274.83

33

Supply 300 x 300mm precast R.C. pile complete with mild steel pile shoe, of 6m length.

no.

493.80

493.80

34

Supply 300 x 300mm precast R.C. pile complete with mild steel pile shoe, of 9m length.

no.

740.80

740.80

35

Supply 300 x300mm precast R.C. extension pile complete with mild steel pile shoe, of 6m length .

no.

491.81

491.81

Handle, Pitch and Drive 36

Driving vertical 200 x 200mm precast R.C. pile through whatever soil other than rock.

m

9.50

9.50

37

Driving vertical 230 x 230mm precast R.C. pile through whatever soil other than rock.

m

14.00

14.00

38

Driving vertical 230 x 230mm precast R.C. pile through rock.

m

21.75

21.75

37

JADUAL PURATA KADAR HARGA 2014

3.3.7: PILING WORK (CLASS H)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

39

Driving vertical 300 x 300mm precast R.C. pile through whatever soil than rock.

m

12.90

12.90

40

Driving raked piles to the required depth.

m

11.80

11.80

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Cut Off Piles 41

Cut-off 200 x 200mm precast R.C. pile to required level including preparing pile head.

no.

41.54

41.54

42

Cut-off 230 x 230mm precast R.C. pile to required level including preparing pile head.

no.

47.38

47.38

43

Cut-off 300 x 300mm precast R.C. pile to required level including preparing pile head.

no.

51.33

51.33

PRECAST PRESTRESSED CONCRETE PILES 300 mm diameter spun piles (class A) with a working load of 75 tonne Supply 44

Supply initial pile with rock shoes (oslo) of 12 m length.

no.

1,007.13

1,007.13

45

Supply extension pile of 6 m length.

no.

482.50

482.50

m

23.54

23.54

no.

45.93

45.93

Handle, Pitch and Drive 46

Depth driven. Jointing, Filling Concrete, Cut Off Piles

47

Jointing 300mm dia. of pile with butt weld all round.

38

JADUAL PURATA KADAR HARGA 2014

3.3.7: PILING WORK (CLASS H)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

48

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

m

80.44

80.44

49

Cut-off piles including preparing heads.

no.

76.69

76.69

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

INTERLOCKING STEEL SHEET PILES Interlocking Grade 43A steel sheet piles, OΩ650/730-section , at 66.6 kg/m, section modulus of 668 cm³/m. 50

Supply in 3 m length.

m

1,173.50

1,173.50

51

Supply in 6 m length.

m

1,461.00

1,461.00

52

Depth driven.

m2

36.20

36.20

Interlocking Grade 43A steel sheet piles, Z section, at 66.1 kg/m, section modulus of 1200 cm3/m. To be installed at places where construction-in-thewet bund construction type will be performed. 53

Supply in 9 m length, double coated.

m

342.60

342.60

54

Depth driven

m2

53.38

53.38

55

Cut-off piles including preparing heads.

m

55.75

55.75

56

Supply in 6 m length.

m

1,070.36

1,070.36

57

Depth driven.

m2

55.00

55.00

58

Cut-off piles including preparing heads.

m

70.00

70.00

CONCRETE PILES 175 mm G40 square precast reinforced concrete piles 59

Supply initial piles with rock shoes of 12 m length.

no.

39

321.71

321.71

JADUAL PURATA KADAR HARGA 2014

3.3.7: PILING WORK (CLASS H)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

60

Supply extension piles of 6 m length

no.

151.67

151.67

61

Depth driven including handling and pitch

m

11.24

11.24

62

Cut-off piles including preparing heads.

no.

30.42

30.42

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

200 mm G40 square precast reinforced concrete piles 63

Supply initial piles with rock shoes of 12 m length.

no.

362.29

362.29

64

Supply extension piles of 9 m length.

no.

284.14

284.14

65

Depth driven including handling and pitch

m

15.40

15.40

66

Jointing with butt weld all round

no.

31.94

31.94

67

Cut-off piles including preparing heads/ socket

no.

33.37

33.37

250 mm square piles (class A) with a working load of 95 tonne 68

Supply initial pile with rock shoes (oslo) of 12 m length.

no.

732.50

732.50

69

Depth driven including handle and pitch

m

16.06

16.06

70

Cut-off piles. Rate to include preparing heads/ socket

no.

27.78

27.78

300 mm square piles (class A) with a working load of 140 tonne 71

Supply initial pile with rock shoes (oslo) of 12 m length. (168 nos.)

no.

934.38

934.38

72

Supply extension pile of 6 m length. (168 nos.)

no.

560.00

560.00

73

Depth driven including handle and pitch

m

19.15

19.15

40

JADUAL PURATA KADAR HARGA 2014

3.3.7: PILING WORK (CLASS H)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

84

Carry out subsequent maintained load test to 2.0 times of maximum working load 800 kN in accordance with the specification.

no.

12,845.00

12,845.00

85

Carry out subsequent maintained load test to 2.0 times of maximum working load 1000 kN in accordance with the specification.

no.

16,920.00

16,920.00

86

Carry out subsequent maintained load test to 2.0 times of maximum working load 1200 kN in accordance with the specification.

no.

15,375.00

15,375.00

87

Carry out subsequent maintained load test to 2.0 times of maximum working load 4400 kN in accordance with the specification.

no.

45,000.00

45,000.00

88

Carry out subsequent maintained load test to 2.0 times of maximum working load 5500 kN in accordance with the specification.

no.

50,000.00

50,000.00

89

Carry out integrity test using sonic logging method in accordance with the specification.

no.

2,306.00

2,306.00

90

Maintained load working test pile up to twice working load of 30 tons (300mm precast reinforced concrete piles).

no.

11,000.00

11,000.00

91

Provide a complete set of 5 piling driving and load test report.

no.

190.00

190.00

42

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

JADUAL PURATA KADAR HARGA 2014

3.3.7: PILING WORK (CLASS H)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

74

Jointing with butt weld all round

no.

23.50

23.50

75

Cut-off piles including preparing heads/socket.

no.

35.00

35.00

PILE TESTS 76

Carry out pile driving analyser (PDA) in accordance with the specification.

no.

1,815.66

2,044.16

1,929.91

77

Carry out pile integrity test using impulse response method in accordance with the specification.

no.

1,169.32

1,178.33

1,173.82

78

Carry out initial maintained load test maximum load 600kn in accordance with the specification.

no.

13,400.00

13,400.00

79

Carry out initial maintained load test to 2.0 times of maximum working load 800kN in accordance with the specification.

no.

17,300.00

17,300.00

80

Carry out initial maintained load test to 2.0 times of maximum working load 1000kN in accordance with the specification.

no.

21,000.00

21,000.00

81

Carry out initial maintained load test to 2.0 times of maximum working load 1200kN in accordance with the specification.

no.

29,505.00

29,505.00

82

Carry out initial maintained load test to 2.0 times of maximum working load 4400knN in accordance with the specification.

no.

75,000.00

75,000.00

83

Carry out initial maintained load test to 2.0 times of maximum working load 5500kN in accordance with the specification.

no.

80,000.00

80,000.00

41

JADUAL PURATA KADAR HARGA 2014

3.3.8: CONCRETE WORK (CLASS I)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

IN SITU CONCRETE DESIGNED MIX Concrete Grade: C15 1

50 mm thick lean concrete

m2

10.79

13.89

12.34

2

75 mm thick lean concrete

m2

17.02

16.99

17.01

3

100 mm thick lean concrete

m2

17.45

17.45

311.11

298.91

Concrete Grade: C30 4

Reinforced concrete base

m3

286.71

5

Reinforced concrete footings

m3

287.05

287.05

6

Reinforced concrete slab

m3

285.33

285.33

7

Reinforced concrete columns

m3

288.30

288.30

8

Reinforced concrete of beam

m3

288.09

311.11

299.60

9

Reinforced concrete walls

m3

283.31

311.11

297.21

10

Supply and lay reinforced concrete floor slab 225mm thick Grade 30 at channel bed of all necessary formwork as shown in the drawings or as directed by S.O.

m2

64.20

64.20

m2

61.78

61.78

Concrete Lining 11

Supply and lay concrete slab 200mm thick Grade 30 at channel slope and bed as shown in the drawings or as directed by S.O.

Concrete Grade: C35 12

Reinforced concrete for water control gate base structure.

m3

303.59

303.59

13

Reinforced concrete for wall water control gate structure.

m3

302.73

302.73

14

Reinforced concrete for wall structure.

m3

305.45

305.45

43

JADUAL PURATA KADAR HARGA 2014

3.3.8: CONCRETE WORK (CLASS I)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Concrete Grade: C35A 15

Base

m3

298.66

323.36

311.01

16

Wall

m3

298.66

323.36

311.01

17

Buttress Wall

m3

298.66

298.66

18

Column

m3

298.66

298.66

19

Beam and Slab for Driveway

m3

298.66

298.66

20

Key Wall

m3

298.66

298.66

Concrete Grade: C40 21

Reinforced concrete foundation & Abutments.

m3

338.64

338.64

22

Reinforced concrete piers & cross beams.

m3

338.64

338.64

High Performnce Concrete Grade 40/20 for 23

Deck Slab

m3

338.64

338.64

24

Diaphragms

m3

338.64

338.64

25

RC approach Slab

m3

338.64

338.64

no.

31,500.00

31,500.00

PRECAST CONCRETE Prestressed post-tensioned beams 26

Supply, loading, unloading in casting yard, transport and launching 16.0m long high permonce concrete Pre-tensioned Prestressed M-Beams including strands, prestressing, grouting and anchorage all in accordance with the Specification and as shown in the Drawing.

44

JADUAL PURATA KADAR HARGA 2014

3.3.8: CONCRETE WORK (CLASS I)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Precast concrete parapets (1.2m) with High performance 27

Precast concrete parapets (1.2m) with concrete grade 40 including reinforcement, anchorage, hooks etc. with ribbed finish as per Drawing.

no.

404.44

404.44

m2

178.98

178.98

m

66.45

66.45

Concrete Interlocking Blockmat VIP LINER 28

Supply and lay precast interlocking concrete blockmat 600mm thick VIP LINER or equivalent as shown in the drawings or as directed by S.O.

Electrical Fitting Trenches cover 29

Precast concrete;730mm(W) x 480mm (L) x 50mm thick FORMWORK

30

Class F1 : Rough finish

m2

31.93

30.92

31.42

31

Class F2 : Fair finish

m2

33.57

34.86

34.21

32

Class F3 : Smooth finish

m2

32.91

32.91

REINFORCEMENT Mild Steel Bars 33

Nominal diameter: 8 mm.

t

3,172.73

3,172.73

34

Nominal diameter: 10 mm.

t

3,172.73

3,172.73

High Tensile Bars 35

Nominal diameter: 6 mm.

t

3,475.74

36

Nominal diameter: 10 mm.

t

3,389.95

3,234.09

3,312.02

37

Nominal diameter: 12 mm.

t

3,365.41

3,234.85

3,300.13

45

3,475.74

JADUAL PURATA KADAR HARGA 2014

3.3.8: CONCRETE WORK (CLASS I)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

38

Nominal diameter: 16 mm.

t

3,372.16

3,175.46

3,273.81

39

Nominal diameter: 20 mm.

t

3,349.33

3,192.43

3,270.88

40

Nominal diameter: 25 mm.

t

3,340.77

3,211.37

3,276.07

41

Nominal diameter: 32 mm.

t

3,150.00

3,150.00

High Tensile Steel Fabric 42

High tensile steel fabric – mesh A393 (A10), 6.16 kg/m2.

m2

20.44

20.44

m2

19.07

19.07

Fabric of Other Stated Material 43

Supply and installed BRC A10 CONCRETE ANCILLARIES Joints

44

Construction joint.

m

93.84

93.84

45

Construction joint, 500mm wide.

m

97.22

97.22

m

52.82

52.82

128.70

128.37

Contraction joint 46

Concrete Contraction joint (at every 10m) Expansion joints

47

Expansion joints. Rate to include 25 mm thick resin bonded cork filler .

m

128.03

48

Concrete Expansion joint ( at max. 30m)

m

53.50

53.50

49

Form Expansion joints at Abutment wall & deck slab.

m

122.86

122.86

92.48

89.83

Waterstop 50

230 mm wide rubber waterstop including cutting and jointing of waterstops and provision of special fittings at angles and junctions.

m

46

87.19

JADUAL PURATA KADAR HARGA 2014

3.3.8: CONCRETE WORK (CLASS I)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

ANCILLARY WORK STRUCTURES

FOR

WATER

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

RETAINING

Water Proofing Admixtures Asphalt 51

One layer of 20 mm thick asphalt laid on sloping surface area at raft foundation

m2

23.20

23.20

52

One layer of 5 mm thick waterproofing membrane laid on sloping flat roof surface area.

m2

46.91

46.91

53

Supply and install 300 wide x 1.5mm thk waterproofing membrane.

m2

47

34.33

34.33

JADUAL PURATA KADAR HARGA 2014

3.3.9: BRICKWORK, BLOCKWORK & MASONRY (CLASS J)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

75.91

80.24

78.07

KAWASAN TIMUR

KESELURUHAN

BRICKWORK 1

230 mm thick brickwork laid in stretcher bond, jointed in 1:3 cement mortar for vertical straight

m2

2

110 mm thick common brickwork laid in stretcher bond, jointed in 1:3 cement mortar for vertical straight walls.

m2

41.15

41.15

m2

12.64

12.64

MISCELLANEOUS WORK Ancillaries 3

Damp proof courses; to BS 743 Type D.

48

JADUAL PURATA KADAR HARGA 2014

3.3.10: TIMBER WORK (CLASS K)

KETERANGAN KERJA

UNIT

1150mm High (overall) of Cengal Wood handrailing to approved pattern and varnish to timber including all necessary bend, joints, accessories etc. and all as per detail drawings.

m

BIL

KAWASAN UTARA

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

Hand railing 1

49

360.27

360.27

JADUAL PURATA KADAR HARGA 2014

3.3.11: METALWORK (CLASS L)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

1

Galvanised iron railing with post and handrail at parapets complete with and including 16mm diameter galvanised mild steel bolt bent to 'U' shape with nuts and washers and two coats of bituminous paint on base of post as shown in the Drawing.

m

2

Safety Handrail on top of Flood channel Wall as per detail Drawing.

m

240.00

3

Supply and fix in place 25mm diameter galvanized iron Cat Ladder or G.I. Rung for access to river edge all in accordance with details in Drawings and/or as directed by the S.O.

no.

1,190.00

4

Galvanised mild steel ladders; 75 diameter x 12mm thk. Hot Dip Galvernised G.I stringer with 20 mm diameter steel rungs at 300 mm centres. Rate to include full assemblies as shown in Drawing.

no.

3,375.00

3,375.00

5

Supply, fabricate and install of 2m x 2.2m Trash Screen (Hot Dip Galvanised M.S. Steel Grating) for trash screen structure as shown in drawing no. RTBSL3/RPM/C/ DD/03.

no.

5,759.00

5,759.00

6

Galvanised mild steel grating cover for [100 kN load] for sump.

no.

4,520.00

4,520.00

7

Galvanised mild steel grating cover for [100 kN load]for pump house.

no.

4,920.00

4,920.00

8

Galvanised mild steel ladders; [70 x 70 x 10 mm thick x 10.3 kg/m stringer 400 mm] apart, with [25 mm] diameter steel rungs at [300 mm] centres. Rate to include full assemblies.

m

229.00

229.00

50

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

172.50

172.50

160.83

200.42

1,190.00

JADUAL PURATA KADAR HARGA 2014

3.3.11: METALWORK (CLASS L)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

9

Supply and fix in place 900mm high galvanized iron posts to Pump Sump Wall including railing, accessories, etc. all in accordance with details in Drawings and/or as directed by the S.O.

m

10

Supply and installed 5mm thick aluminium stick gauge including all markings, lettering and bolts and nuts as shown in the drawing

no.

967.10

967.10

11

0.6m long. 25mm diameter Galvanised Dowel Bars at Pier complete with rubber dowel cap.

no.

31.18

31.18

12

Supply and Install Cat Ladder

m

13

16mm diameter Galvanised steel Anchor at approach slab with spacing 300mm c/c.

no.

45.64

45.64

14

Supply and install mild steel grill for window and door.

m2

211.59

211.59

51

KAWASAN UTARA

KAWASAN TENGAH

255.00

KAWASAN TIMUR

KESELURUHAN 255.00

504.00

504.00

JADUAL PURATA KADAR HARGA 2014

3.3.12:

BUILDING WORK (CLASS M)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

ROOFING WORK Roof Structure 1

Proprietary roofting system shall be deemed to be roofting system and components to be design by contractor (Metal Roof Truss system). Approximate area of 45 m2.

Item

5,469.79

5,469.79

2

200mm x 25mm Thick wrought pressure-treated Group 'B' timber as described fascia board including one (1) undercoat and two (2) finishing coats of gloss enamel paint as described.

m

31.66

31.66

3

200mm x 15mm Thick wrought pressure-treated Group 'B' timber as described gable end including one (1) undercoat and two (2) finishing coats of gloss enamel paint as described.

m2

70.00

70.00

Roof Covering 4

Interlocking concrete roofing tiles laid to 25 degrees to the horizontal as shown in Drawing including preparing surfaces, forming joints, overlaps, mitres, angles, fillets, built-up edges, and laying to falls or cambers, cutting, notching, bending, and bedding.

m2

5

Approved 'Monier' sunburn red concrete roof tiles at 25 degree laid to pitch roofing structure (measured separately) and jointed strictly in accordance with manufacturer's instructions and including all necessary apex tiles, ridge, hip, valley and end caps jointed in waterproofing coloured cement mortar (1:3) as described (measure flat on plan)

m2

6

Roofing 25mm thk polycarbonate flat sheet laid at 14° Degree to the horizontal as shown in the Drawing No DNA/RS/12/ 053/PP/PS/HO/18

m2

52

49.00

49.00

50.44

262.50

50.44

262.50

JADUAL PURATA KADAR HARGA 2014

3.3.12:

BUILDING WORK (CLASS M)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

7

50 mm thick fiberglass insulation including preparing surfaces, forming joints, overlaps, mitres, angles, fillets, built-up edges, and laying to falls or cambers, cutting, notching, bending and bedding.

m2

8

Double sided 'Delta Foil' or other equivalent

m2

8.85

8.85

9

50mm Thick fibre glass wool insulation laid on roof trusses and including chicken wire mesh

m2

10.85

10.85

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Insulation 16.82

16.82

Gutters and Downpipes 10

100 mm diameter uPVC rain water down pipes.

m

36.84

36.84

11

100 mm diameter uPVC elbow for rain water down pipes.

no.

35.91

35.91

no.

599.68

599.68

WINDOWS AND DOORS

12

DOORS Timber Single leaf solid timber door 900 mm × 2100 mm type waterproofing as supplied by manufacturer as shown in Drawing No. ETTKT/RPM/A/CH1/02

13

Supply and install 950mm x 2100mm x 40mm thick single leaf internal laminated flush door panel with 1.0mm thick GI Frames and approved ironmongery, jointing materials and other accessories and including approved timber and metal paint finish to all exposed surfaces.

no.

621.61

621.61

14

Supply and install 750mm x 2100mm x 40mm thick single leaf internal laminated flush door panel with 1.0mm thick GI Frames and approved ironmongery, jointing materials and other accessories and including approved timber and metal paint finish to all exposed surfaces.

no.

540.96

540.96

53

JADUAL PURATA KADAR HARGA 2014

3.3.12:

BUILDING WORK (CLASS M)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

15

Supply and install 900mm x 2100mm x 40mm thick single leaf solid hardwood (Grade B) door panel with 1.0mm thick GI Frames and approved ironmongery, jointing materials and other accessories and including approved timber and metal paint finish to all exposed surfaces.

no.

686.73

686.73

16

Single leaf plywood flush door type flush door.

no.

342.73

342.73

17

Grade A, 2100 mm x 900 mm timber doors frames.

no.

437.27

437.27

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Metal 18

Supply and install 2500 mm x 2500 mm manual roller shutter door complete with rollers, guide, pelmet, and locks; as shown in Drawing.

no.

3,827.27

3,827.27

19

Supply and install 2500 mm x 1750 mm manual roller shutter door complete with rollers, guide, pelmet, and locks; as shown in Drawing.

no.

2,968.18

2,968.18

20

Natural anodised aluminium door frames 2100 mm × 1700 mm as shown in Drawing.

No.

738.20

738.20

Windows 21

Natural anodised aluminium side hung casement window 1800 mm × 1650 mm complete with 6 mm thick clear float glass as shown in Drawing No. ETTKT/RPM/A/CH1/02

No.

753.09

753.09

22

Natural anodised aluminium frame to suit size 2100 mm × 1700 mm as shown in Drawing ETTKT/RPM/A/CH1/02

No.

979.03

979.03

54

JADUAL PURATA KADAR HARGA 2014

3.3.12:

BUILDING WORK (CLASS M)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Ironmongeries 31

Pair of stainless steel hinges;75 mm x 50 mm.

no.

40.27

40.27

32

Pair of stainless steel butt hinges;100 mm x 75 mm.

no.

38.55

38.55

33

Cylindrical knobset with stainless steel finish.

no.

96.82

96.82

34

Half deadbolt.

no.

33.11

33.11

35

Door closers, 140 mm x 22 mm

no.

139.55

139.55

FINISHES Floor Finishes 36

Homogeneous tiles 300 mm × 300 mm × 7.6 mm including cement mortar screed.

m2

71.96

37

25 mm thick cement and sand pavings to floor.

m2

18.83

38

25 mm thick cement and sand pavings 1:3 to apron.

m2

39

Supply and apply sand pebble wash as finising for exposed surface with Architect's Specifications.

m2

71.96

17.91

18.37

17.45

17.45

95.20

95.20

Wall Finishes 40

19mm thick cement and sand (1:6) mixed with and approved plasticiser with wooden float at plainface walls, beams, columns and the likes.

m2

16.42

16.42

41

Glazed wall tiles tiles; 200mm x 200mm x 8.5 mm thick including cement mortar screed for toilet and shower slab finishes.

m2

72.04

72.04

56

JADUAL PURATA KADAR HARGA 2014

3.3.12:

BUILDING WORK (CLASS M)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Supply and fix the following in approved brown anodised aluminium casement windows and frames fabricated from extruded section, glazed with and including 5mm thick clear glass with glazing gasket complete with all necessary ironmongeries and other accessories including building in or cutting and priming, bedding frames in cement mortar (1:3) and pointed internally with an approved tropical mastic and externally with and approved silicon sealant caulking accordance with manufacturer's instruction etc. 23

1800mm x 1200mm High (overall size) fixed glass window comprise of 2 Nos x 900mm x 1200mm High equal panel c/w opening as per drawings.

no.

640.47

640.47

24

1200mm x 1200mm High (overall size) casement window comprise of 2 Nos x 600mm x 1200mm High equal panel.

no.

407.66

407.66

25

1200mm x 600mm High (overall size) top hung window comprise of 2 Nos x 600mm x 600mm High equal panel.

no.

281.29

281.29

26

600mm x 600mm High (overall size) top hung window.

no.

169.62

169.62

27

1150 mm x 1800 mm natural anodised aluminium side hung casement window complete with 6 mm thick clear float glass as shown in Drawing.

no.

696.35

696.35

28

Grade A timber windows; 500 mm x 600 mm fitted with standard sill and complete with 6 mm thick float glass louvers and 10 mm security bar as shown in Drawing.

no.

191.45

191.45

29

Grade A timber windows; 1150 mm x 1800 mm fitted with standard sill and complete with 6 mm thick clear float glass side hung casement window.

no.

677.21

677.21

30

Supply and fix anti-vermin netting on outside to window.

no.

117.27

143.58

55

169.88

JADUAL PURATA KADAR HARGA 2014

3.3.12:

BUILDING WORK (CLASS M)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

42

Approved glazed ceramic wall and floor tiles including border tiles as described bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) screed and laid in approved pattern as described all as per S.O's satisfaction.

m2

83.05

83.05

43

Non-slip ceramic tiles; 200mm x 200mm x 7 mm thick including cement mortar screed for toilet wall finishes.

m2

68.40

68.40

44

Artificial timber wall cladding (Shera splendid wall plank or equivalent) fix to external wall including framing, all accordance to manufacturers detail.

m2

131.20

131.20

m2

46.75

46.75

Item

7,809.10

7,809.10

no.

1,703.63

1,703.63

Set

1,040.21

1,040.21

Item

7,717.27

7,717.27

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Ceiling Finishes 45

600mm x 1200mm x 3.2mm Thick 'UAC' superflex or other equal and approved suspended non asbestos sheet not exceeding 3.50m including light through, at necessary joints anti up lift insert rod on timber frame fixed in accordance to manufacturer's instructions all as per S.O's satisfaction. PLUMBING WORK

46

47

48

49

Cold Water Plumbing System Cold water plumbing system as shown schematically in Drawing and including all fittings, stop-cocks, basin and taps. Water Storage Tank 1500 litres HDPE water storage tank as per Specification for Water Supply Plumbing, Sanitary, & Rainwater Goods Installation and including supporting frame. 150 gallons Polytank c/w support and all accessories Sanitary Plumbing System Sanitary plumbing system as per specification and including all fittings.

57

JADUAL PURATA KADAR HARGA 2014

3.3.12:

BUILDING WORK (CLASS M)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Sanitary Appliances Supply and fix the following 'Inax' or other equal and approved sanitary fittings and accessories including storing, assembling, bedding, plugging and screwing with matching screws, cutting and pinning or building in pinning or building in brackets, jointing and connecting to services and to soil and waste pipes and making and making good all works disturbed all as per manufacturer's specifications :50

Pedestal water closet with 'P' or 'S' trap complete with seat cover and top inlet 6 litres manual flush valve and all other necessary accessories

no.

779.69

779.69

51

Back inlet squatting water closet complete with high level UPVC cistern and pull chain, concealed 'P' or 'S' trap, fitting, flush pipe, fixing bracket for cistern and all other accessories

no.

479.58

479.58

52

Padestal water closet with low tank for wheel chair users (OKU) with 'P' or 'S' trap complete with seat cover and top inlet 6 litres manual flush valve, handicapped grab bar and all other necessary accessories for OKU

no.

925.75

925.75

53

Wash hand basin (wall hung) with lever handle pillar tap and all necessary accessories to S.O's approval

no.

293.72

293.72

54

Semi-recessed wash hand basin c/w pillar tap and all necessary accessories to S.O's approval

no.

242.27

242.27

55

Stainless steel floor trap with approved waterproof compound cement grout as per manufacturer's specifications

no.

47.53

47.53

56

Chrome plated bib tap (DOE or equivalent)

no.

58.82

58.82

58

JADUAL PURATA KADAR HARGA 2014

3.3.12:

BUILDING WORK (CLASS M)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

57

Water closets; Claytan 404 or approved equivalent 6-litre single flush side lever, bottom inlet overflow cistern with flapper valve internal fittings including medium duty plastic seat and cover.

no.

450.00

450.00

Item

3,600.77

3,600.77

no.

7,363.64

7,363.64

58

59

Septic Tank Design, supply, deliver, unload, install and construct septic tank of 5 PE, all as per manufacturer's specification including piling works, reinforced concrete structure, finishes, mechanical and electrical works, plumbing, external works within compound and testing commissioning, spare parts, final inspection chamber etc. all as per manufacturer's specifications and approved by JPP (contractor shall submit detail drawings and specifications for approval and pay all fee in relation therewith)( Deemed to include stand pipe )

Septic tank for five population equivalent (5 PE) with a minimum of 24 hours of hydraulic retention time and a dual size aggregate down flow filter media including foundation, excavation, upholding sides of excavation, bedding, installation,backfilling and all other related works where expressly required.

59

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

JADUAL PURATA KADAR HARGA 2014

3.3.12:

BUILDING WORK (CLASS M)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

TNB SUB-STATION 60

61

Construct and complete TNB Substation of overall size of 7.7m (L) x 5.1 m(W) x 4m (H) generally of reinforced concrete foundations, slab, ramp and apron on hardcore, reinforced concrete frame and RC flat roof and gutter, brickwall with plaster and paint externally and internally, painting to off form ceiling and beam, plywood flush door, FRP louvered doors and windows with anti-vermin netting, approved waterproofing system to RC flat roof and gutter,anti-termite /pest control, UPVC downpipes with cement render floor finished with and including all necessary excavation, reinforcements, formwork, hardware, painting and supply and fix of sanitary wares and fittings as per Drawings and Specifications.(excluding piling works)

PLANT SWITCH ROOM Construct and complete Control House overall size of 8.65 m (L) x 4.0 m(W) x 4m (H) constructed generally of reinforced concrete foundations, slab, ramp and apron on hardcore, reinforced concrete frame and RC flat roof and gutter, brickwall with plaster and paint externally and internally, painting to off form ceiling and beam, plywood flush door, FRP louvered doors and windows with anti-vermin netting, approved waterproofing system to RC flat roof and gutter,anti-termite /pest control, UPVC downpipes with cement render floor finished with and including all necessary excavation, reinforcement, formwork, hardware, painting and supply and fix of sanitary wares and fittings as per Drawings and Specifications.(not include piling works)

no.

69,100.00

69,100.00

no.

64,000.00

64,000.00

60

JADUAL PURATA KADAR HARGA 2014

3.3.13:

PAINTING WORK (CLASS N)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

m2

36.43

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

EPOXY OR POLYURETHANE PAINT Metal Surfaces 1

Prepare and apply [one] coat of base primer and two coats of epoxy paint externally to: Metal surfaces other than pipework.(both sides)

36.43

OIL PAINT Application of protective coating to bridge structure 2

a). One layer of primer and two layers of top coat inclusive of surface preparation to all exposed surfaces of beams, diaphragms and parapets.

m2

16.78

16.78

3

b). One layer of primer and two layers of top coat inclusive of surface preparation to all exposed surfaces of abutments and piers above water.

m2

16.62

16.62

4

c). Two layers of epoxy coating inclusive of surface preparation to all exposed underwater surfaces of abutments and piers.

m2

30.00

30.00

EMULSION PAINT / ACRYLIC PAINT 5

Prepare and apply one coat of sealer and two coats of acrylic paint to buttress wall, column and slab.

m2

9.65

6

Prepare and apply one coat of base primer and two coats of emulsion paint to smooth plastered surfaces of internal and external walls, columns exceeding 300 mm girth.

m2

16.13

7

Prepare and apply one coat sealer and two coats of 'ICI' or other equal and approved acrylic weather shield paint at plastered surfaces of walls, beams, columns and the likes.

m2

61

9.65

13.70

14.92

12.12

12.12

JADUAL PURATA KADAR HARGA 2014

3.3.14: PIPEWORKS (CLASS O)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

TRENCH EXCAVATION In Earth Trench excavation shall be deemed to include preparation of surfaces, excavation for bedding, multiple handling, disposal of surplus excavated material (including unsuitable material), upholding sides of excavation, allowance for working space, backfilling, removal of dead services, and reinstatement of original surface unless covered by separate items.

Excavation for Chambers 1

In earth for electrical fittings in 750mm (W) X 750mm (H)

m3

15.00

15.00

m

72.73

72.73

Electrical Fitting Tranches cover 2

Precast concrete;730mm(W) x 480mm (L) x 50mm thick

PIPES Supply and lay in position 150mm dia ABS underdrain pipe including all necessary cutting and geotextile wrapping.

m

80.44

80.44

High density polyethylene (HDPE) solid wall plain ended pipe to MS 1058 for the following:

3

100 mm OD, PE 80, PN 16 in standard length of 2m.

m

62

55.36

55.36

JADUAL PURATA KADAR HARGA 2014

3.3.14: PIPEWORKS (CLASS O)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

no.

1,700.00

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Spigot socket ended ductile iron pipes to BS EN 545, with metallic zinc and bitumen external coating and cement mortar lined internally for the contruction of 2 culverts underneath the maintenance road at the saddle dyke. Rate to include supply and making joints complete for the following: 4

300 mm DN in standard length of 6 m.

1,700.00

Sluice Gate 5

Supply, deliver, install, test and commissioning the 1.5m x 1.5m ROWAT HDPE/SS 304 Sluice Gate of non rising spindle including fixing materials come with stainless steel XSV spindle extension, HDPE XBV pedestal and handwheel XHW80. Design hydrostatic pressure at 5m. Detail as per drawing (RTBSL3/RPM/C/OS/05).

no.

16,350.00

16,350.00

Weephole 6

Supply and install minimum 75mm dia PVC pipe weepholes inclusive of graded aggregate filter layer and geosynthetics fabric as shown in Drawings or as directed by S.O.

no.

14.70

14.70

7

Supply and install minimum 75mm dia PVC pipe weepholes at 3 m c/c inclusive of graded aggregate filter layer and geosynthetics fabric as shown in Drawings or as directed by S.O

no.

14.70

14.70

8

150mm diameter porous concrete pipes wrapped around with Type FS 68 geotextile behind walls of culverts.

m

56.74

56.74

63

JADUAL PURATA KADAR HARGA 2014

3.3.15: DRAINAGE WORK (CLASS P)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

DRAIN EXCAVATION Drain excavation shall be deemed to include preparation of surfaces, double handling, disposal of surplus excavated material, upholding sides of excavation, allowance for joints, backfilling, and removal of dead services and reinstatement of Original Surface unless covered by separate items.

1

In earth for 600 mm precast concrete block drain, depth not exceeding 1.5 m.

m

17.00

17.00

2

In earth for 230 mm precast concrete block drain depth not exceeding 1.5 m.

m

8.92

8.92

3

In earth for cascading drain as shown in Drawing concrete block drain, depth not exceeding 1.5 m.

m

9.34

9.34

4

In earth for U-drain A1 (1500 mm by 1200 mm) not exceeding 3.0 m.

m

17.68

17.68

5

In earth for U-drain A2 (2100 mm by 2100 mm) not exceeding 3.0 m.

m

18.68

18.68

6

In earth for U-drain A3 (2700 mm by 2400 mm) not exceeding 3.0 m.

m

20.50

20.50

7

In earth for U-drain A4 (2700 mm by 2400 mm) not exceeding 3.0 m.

m

20.03

20.03

8

In earth for U-drain B1 (3600 mm by 3000 mm) not exceeding 3.0 m.

m

31.15

31.15

9

In earth for U-drain B2 (3600 mm by 3600 mm) not exceeding 3.0 m.

m

34.65

34.65

10

In earth for U-drain C1 (2700 mm by 2400 mm) not exceeding 3.0 m.

m

21.50

21.50

11

In earth for U-drain C2 (2400 mm by 2400 mm) not exceeding 3.0 m.

m

18.68

18.68

64

JADUAL PURATA KADAR HARGA 2014

3.3.15: DRAINAGE WORK (CLASS P)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Perimeter Earth Drain 12

Excavation of new trapezoidal shaped collector earth drain of depth not exceed 1m to the required level and profile include all necessary trimming and compaction.

m3

5.80

5.80

Excavation for Concrete Drain Sumps and Culverts

13

In earth for concrete drain, depth 1.2 m.

m3

5.88

5.88

14

In earth for 1800 mm x 1800 mm brick sump.

m3

6.08

6.08

15

In earth for 900mm pipe culvert depth 1.5 - 2.0 m

m

5.83

5.83

302.50

302.50

SURFACE DRAINS Item for surface drains shall be deemed to include cement jointing, sand and concrete beddings, shuttering, struts, and weep holes. 16

1000 mm wide cast insitu concrete drain with average 1000 mm high.

m

17

Precast concrete saucer drain for small run-off for the connection road from Jalan Lencongan Barat Timah Tasoh.

m

77.02

77.02

18

230 mm precast concrete block drain for the perimeter drain.

m

46.67

46.67

19

Cascade drain cum 500mm x 500 mm sump; reinforced concrete grade 30 as shown in Drawing.

m

105.00

105.00

65

JADUAL PURATA KADAR HARGA 2014

3.3.15: DRAINAGE WORK (CLASS P)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

20

Roadside drain; 600 mm wide block drain with average 900 mm high brick wall and plastering including 600 mm x 100 mm x 100 mm precast concrete struts at 6 m c/c.

m

348.91

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN 348.91

Roadside Drain constructed of plastered brickwall on concrete bedding. Mass concrete Grade 25/20 concrete, weepholes, RC struts, excavation,and disposal of surplus excavated materials from site.

21

Construct 450mm dia. Block Drain with plastered brickwall width 500mm and depth not exceeding 200mm.

m

94.50

94.50

m

27.17

27.17

m

72.48

72.48

Embankment Shoulder Drain Insitu reinforced concrete Class 25/20 in Drains at any inclination including joints, stepping, excavation reinforcement, formwork where necessary, backfilling and disposal of surplus material. 22

175 mm invert wide, 175mm deep. Collector Drain along River Bund Embankment Insitu reinforced concrete Class 25/20 in Drains at any inclination including joints, stepping, excavation reinforcement, formwork where necessary, backfilling and disposal of surplus material.

23

400mm invert width, 500mm deep. DRAINAGE SYSTEM

24

150mm Diameter x 350mm long UPVC Class D downpipe at 3000mm centres as shown in the Drawing.

no.

32.63

32.63

25

Mild steel grating, overall size 550mm x 330mm, as shown in the Drawing.

no.

256.10

256.10

m

68.06

68.06

SUB-SOIL 26

150mm Dia UPVC perforated drainage pipe.

66

JADUAL PURATA KADAR HARGA 2014

3.3.15: DRAINAGE WORK (CLASS P)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

NEHEMIAH WALL To supply & lay drainage blanket (thick 300mm) behind Nehemiah wall panel. 27

Supply & lay 20mm single size aggregate.

m3

85.00

85.00

28

Supply & lay filter geotextile.

m2

14.60

14.60

To supply & lay drainage blanket (thick 300mm) behind of anchor blocks. 29

Supply & lay 20mm single size aggregate.

m3

85.00

85.00

30

Supply & lay filter geotextile.

m2

14.60

14.60

31

Supply & lay 100mm dia Perforated HDPE pipe wrapped with filter geotextile.

m

30.00

30.00

no.

5,336.36

5,336.36

Local Drainage Outlet 32

To construct Grade 30; R.C outlet discharge wingwall c/w formwork and reinforcement at the outlet discharge point.Rate to include excavation and backfill.

67

JADUAL PURATA KADAR HARGA 2014

3.3.15: DRAINAGE WORK (CLASS P)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

CULVERTS Item for culverts shall be deemed to include all joints, water stop, reinforced concrete base, and concrete surround unless otherwise stated.

33

900 mm diameter single precast concrete pipe culvert, Class Z.

m

336.67

336.67

34

1500 mm diameter precast concrete pipe culvert, Class Z in standard length of 3 m with spigot joint and socket.

m

789.50

789.50

Precast Box Culvert 35

Box culvert A1 - 1500 mm x 1200 mm.

m

800.87

800.87

36

Box culvert A2 - 2100 mm x 2100 mm.

m

1,446.67

1,446.67

37

Box culvert A3 - 2700 mm x 2400 mm.

m

2,359.94

2,359.94

38

Box culvert A4 - 2700 mm x 2400 mm.

m

2,359.94

2,359.94

39

Box culvert B1 - 3600 mm x 3000 mm.

m

3,720.94

3,720.94

40

Box culvert B2 - 3600 mm x 3600 mm.

m

3,711.50

3,711.50

41

Box culvert C1 - 2700 mm x 2400 mm.

m

2,547.94

2,547.94

42

Box culvert C2 - 2400 mm x 2400 mm.

m

2,203.76

2,203.76

Precast U-Drain 43

U-drain A1 - 1500 mm x 1200 mm.

m

371.21

371.21

44

U-drain A2 - 2100 mm x 2100 mm.

m

786.43

786.43

45

U-drain A3 - 2700 mm x 2400 mm.

m

1,148.25

1,148.25

46

U-drain A4 - 2700 mm x 2400 mm.

m

1,147.00

1,147.00

47

U-drain B1 - 3600 mm x 3000 mm.

m

1,801.64

1,801.64

48

U-drain B2 - 3600 mm x 3600 mm.

m

2,141.71

2,141.71

68

JADUAL PURATA KADAR HARGA 2014

3.3.15: DRAINAGE WORK (CLASS P)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

49

U-drain C1 - 2700 mm x 2400 mm.

m

1,161.25

1,161.25

50

U-drain C2 - 2400 mm x 2400 mm.

m

1,132.67

1,132.67

Precast Concrete Single Pipe Culvert Supply and install Precast Reinforced Concrete Pipe Culvert including spigot and socket jointing with rubble ring and sand bedding, excavation, backfilling and disposal of surplus excavated materials from site. 51

900mm diameter

m

236.67

236.67

Culvert Inlet / Outlet Structures 900mm diameter 52

(i). Excavation for structure commensing from existing ground surface to a depth as per drawing and dispose at contractor dumpsite.

m3

6.51

6.51

53

(ii) 50mm thick lean concrete Grade 15/10

m2

12.31

12.31

54 55 56

(iii) Cast In-Situ Concrete Grade 25 : a. Base b. Wall c. Key Beam at wingwall

m3 m3 m3

279.89 281.05 281.43

279.89 281.05 281.43

57 58

(iv) Bar and Helical Reinforcement : a. Up to 12mm diameter. b. 16mm diameter and above.

t t

3,430.77 3,423.08

3,430.77 3,423.08

59

(v) Formwork : a. Class F3

m2

42.63

42.63

69

JADUAL PURATA KADAR HARGA 2014

3.3.16:

ROADS AND PAVINGS (CLASS Q)

PURATA KADAR HARGA 2014 (RM) KETERANGAN KERJA

BIL

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

SUBGRADE PREPARATION 1

Earth material to receive road pavement including scarifying, levelling, and compaction of the top 300 mm of the subgrade to the specification.

m2

5.75

5.75

2

Stripping : topsoil average depth 500mm thick : remove surplus from site.

m2

5.10

5.10

3

Preparation of formation level.

m2

1.13

1.13

6.01

6.01

SUB-BASE 4

Granular material with a CBR value of more than 30, complying with Specification clause 13008 in 100 mm thick to road.

m2

5

Granular (sand) material with a CBR value of more than 30, complying with Specification in 50 mm thick.

m2

6

Sub-base; 100mm thick sand.

m2

6.50

6.50

7

200mm thick Sub-base (CBR > 30%).

m2

9.05

9.05

8

400mm thick Sub-base (CBR > 30%).

m2

18.40

18.40

9

200mm thick crushed aggregate Roadbase. (CBR > 80%).

m2

11.94

11.94

10

200mm thick crushed aggregate Roadbase. (CBR > 80%).

m3

58.57

58.57

11

Crushed aggregates with a CBR value of more than 80, complying with Specification clause 13011 in 250 mm thick.

m2

18.66

18.66

12

Crushed aggregates with a CBR value of more than 80, complying with Specification in 300 mm thick.

m2

23.44

21.42

13

400mm thick crushed aggregate Roadbase. (CBR > 80%).

m2

23.56

23.56

71

3.37

19.40

3.37

JADUAL PURATA KADAR HARGA 2014

3.3.15: DRAINAGE WORK (CLASS P)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

Supply, deliver, install, test and commissioning the 1.5m x 1.5m ROWAT HDPE/SS 304 Sluice Gate of non rising spindle including fixing materials come with stainless steel XSV spindle extension, HDPE XBV pedestal and handwheel XHW80. Design hydrostatic pressure at 5m.

no.

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Sluice Gate 60

16,350.00

16,350.00

SUMPS Item for sumps shall be deemed to include sand and concrete bedding, cement plastering, and metalwork. 61

Bricks sumps; 900 mm x 900 mm x 1.20 m deep including mild steel grating cover for 100 kN load

no.

62

Bricks sumps; 1800 mm x 1800 mm x 1.50 m deep.

no.

1,031.86

1,031.86

1,621.79

1,621.79

OTHER 63

Construction of V-notch weir . Rate to include all formworks, reinforcements, concrete, connections and any other works related to the construction of the V-notch weir.

no.

70

2,912.00

2,912.00

JADUAL PURATA KADAR HARGA 2014

3.3.16:

ROADS AND PAVINGS (CLASS Q)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

m2

16.76

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Compacted Gravel Road 14

Construction of a compacted gravel road for maintenance access at the upstream toe of the dam wall. The compacted gravel road will be approximately 3.5 m wide. 200 mm top soil will be stripped and roadbase material will be tipped and compacted at grade. (subgrade thickness of 200 mm from Contractor's source)

16.76

ROADBASE Stabilised roadbase 15

100mm stabilised base (CBR > 80%)

m2

6.68

6.68

ROAD SHOULDER 16

Earth shoulder 500 mm thick compacted laterite soil (or equivalent) as per Specification.

m2

11.20

11.20

m2

1.41

1.98

1.69

1.47

2.62

2.04

1.43

1.43

SURFACING Tack Coat 17

Surfacing; Tack coat; bituminous top of crusher run base Prime Coat

18

Prime coat to be applied at a rate of 0.35 litres per square metre as per Specification

m2

19

Bituminous prime coat SS-1 or SS-1K.

m2

72

JADUAL PURATA KADAR HARGA 2014

3.3.16:

ROADS AND PAVINGS (CLASS Q)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Asphaltic Concrete 20

Surfacing; Asphaltic concrete; 50mm thick binder course

m2

21

Surfacing; Asphaltic concrete; 50mm thick wearing course

m2

22

60mm thick asphaltic concrete binder course

m2

23

65 mm thick binder course.

m2

24

70mm thick asphaltic concrete binder course ACB 28.

m2

30.80

30.80

m2

32.75

32.75

m2

78.82

78.82

24.22

22.06

22.06

25.78

25.00

29.99

29.99

29.91

29.91

Dense Bituminous Macadam 25

80mm thick dense bituminous macadam DBM 40

CONCRETE PAVEMENT 26

Precast interlocking concrete blocks of 200mm x 100mm x 80mm thick.

KERBS, CHANNEL, AND EDGINGS Precast Concrete Kerbs 27

Precast concrete kerbs, Type I as shown in the Drawing

m

28

Median kerbs type SM2; precast concrete L-shape profile; including insitu concrete beds and haunchings all as per drawing.

m

34.19

34.19

35.72

35.72

Concrete Edgings 29

Concrete edgings of 150 mm x 100 mm high

m

73

29.37

29.37

JADUAL PURATA KADAR HARGA 2014

3.3.16:

ROADS AND PAVINGS (CLASS Q)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

m

40.29

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Concrete Channels 30

Concrete channels, Type A as shown in Drawing

40.29

ROAD FURNITURES Signage Supply, deliver and install traffic signboards as shown in the drawings. 31

WD 24 (Caution).

no.

338.06

338.06

32

Supply, deliver and install JPS standard river signs as shown in the drawings.

no.

432.83

432.83

Pavement Markings 33

150 mm wide discontinuous line centre line

m

6.18

6.18

34

150 mm wide continuous line edge line

m

6.38

6.38

Road Markings Prepare and apply hot spray thermoplastic road marking paint: 35

Centre line/lane line 1000mm intermittent 100mm wide.

m

3.15

3.15

36

Continuous edge line/channelising line 150mm wide.

m

2.95

2.95

37

Double line in double continuous 100mm wide .

m

3.29

3.29

38

Giveway line 200mm wide intermittent.

m

3.25

3.25

Traffic Barrier 39

Single mounted corrugated steel beam guardrail with post at 3.8 m spacing inclusive of delineators. Rate to include bolts, nuts, posts, and other ancillary work.

m

74

272.33

272.33

JADUAL PURATA KADAR HARGA 2014

3.3.16:

ROADS AND PAVINGS (CLASS Q)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

Supply, deliver and install single face guardrails inclusive of galvanise steel posts, washers, nuts, delineators and accessories; all in accordance with specifications and drawings.

m

253.14

253.14

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Guardrails 40

Testing 41

To carry out CBR test for the SUBBASE in accordance to BS 1377 including sampling, material testing and reporting.

no.

170.60

170.60

42

To carry out Gradation test for the ROADBASE in accordance to BS 1377 including sampling, material testing and reporting.

no.

137.00

137.00

43

The contractor shall cut core samples of not less 100 mm nominal diameter at locations selected by S.O. The core sample shall be used by the S.O to determine the thickness of the compacted layer of mix & compacted density of the mix. Test shall be inaccordance to ASTM Test Method D 1188 or ASTM Test Method D 2726,whichever is applicable.

no.

113.56

113.56

75

JADUAL PURATA KADAR HARGA 2014

3.3.17: MISCELLANEOUS WORKS (CLASS T)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

FENCES Items for fences shall be deemed to include excavation, preparation of surfaces, disposal of excavated material, upholding sides of excavation, backfilling, concrete, formwork, reinforcement, and all posts and foundation. 1

3 mm diameter PVC-coated galvanised mild steel wire of 50 mm square mesh, 2.0 m overall height chain link fencing complete with post at 3 m centres as shown in Drawing including all posts, raked angle, straining wires, barb wires, concrete kerbs, and foundations.

m

2

3 mm diameter PVC-coated galvanised mild steel wire of 50 mm square mesh, 3.0m overall height chain link fencing complete with post including 1.0m walls as shown in Drawing .

m

3

To supply and install concrete bollard 300mm dia. x 800mm height complete with all necessary accessories.

no

78.50

204.17

78.50

204.17

236.14

236.14

Item for anti cut and anti climb fence shall be deemed to include all posts, raked angle, straining wires, barb wires, kerbs where applicable and their 4

Welded mesh panel, 4.5 mm wire diameter with 100 (W) mm by 15 (H) mm mesh or approved equivalent, installed at 2.5 m high with G.I. pole at 2 m spacing bared into ground footing. Ground footing to be reinforced concrete ground beam 100 mm (H) by 150 mm (W) using T12 steel bars and T6 links. Bared wires place at top of fence (refer Drawing).

m

5

Reconstruct Fence Adjacent To Pulapol Boundary, 3.0m height anti climb fence.

m

76

329.52

329.52

355.91

355.91

JADUAL PURATA KADAR HARGA 2014

3.3.17: MISCELLANEOUS WORKS (CLASS T)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

3 mm diameter PVC-coated galvanised mild steel wire of 50 mm square mesh, 3.0 m wide x 2.5 m overall height double leaf chain link gate with 60.3 mm OD x 5 mm thick circular hollow section as frame as shown in Drawing including all posts, hinges, bolts, lock plates, angle braces, barb wires, all necessary welding and foundations.

no.

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

GATES 6

3,926.79

3,926.79

Items for gates shall be deemed to include excavation, preparation of surfaces, disposal of excavated material, upholding sides of excavation, backfilling, concrete, formwork, reinforcement, posts and foundations, hinges, bolts,hollow section, rollers, lockplates, and all necessary welding.

7

Sliding gate as shown in the drawing.

no.

8,375.00

8,375.00

8

Double leaf mild steel gate 4500 mm x 3000 mm high, consisting of 50 x 30 x 3.2 mm thick rectangular hollow section as frame welded 30 x 30 x 2.6 mm thick square hollow section; including painting, ironmongery; fixing with hinges on lugs built in masonry backing as shown in Drawing.

no.

6,300.00

6,300.00

INSTRUMENTATION 9 10 11

To provide and installed: a) Rod Settlement Gauges b) Surface settlement marker c) Inclinometer

no. no. no.

554.17 471.67 1,274.00

554.17 471.67 1,274.00

12

Provide all labour, equipments, tools, material, transport and whatever necessary to carry out the monitoring works at the frequency of once a month at the instruments location below.

no.

500.00

500.00

13

Provide 4 copies of the monthly monitoring report.

no.

500.00

500.00

77

JADUAL PURATA KADAR HARGA 2014

3.3.17: MISCELLANEOUS WORKS (CLASS T)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

14

To provide manpower and transport to carry out monitoring works, process and transfer data.

trips

15

Piezometer as per Specification and as shown in Drawing. Rate to include pre-boring, installation and development of piezometer.

no.

15,297.33

15,297.33

16

Monitoring of instrument for the above instrument at the project site by Specialist as per Specification. Rate to include preparation of monitoring report to be submitted on a monthly basis.

no.

4,433.33

4,433.33

KAWASAN UTARA

KAWASAN TENGAH 492.50

KAWASAN TIMUR

KESELURUHAN 492.50

BEARING PADS LAMINATED ELASTOMERIC BEARINGS

17

18

19

20

Laminated Elastomeric Bearings (Fixed) 475mm x 475mm x 45mm thick Laminated Elastomeric bearings on minimum 25mm thick epoxy resin mortar Grade 70 in accordance with the Specification and as shown in Drawing.

400mm x 300mm x 60mm thick Laminated Elastomeric bearings on minimum 25mm thick epoxy resin mortar Grade 70 in accordance with the Specification and as shown in Drawing.

Laminated Elastomeric Bearings (Free) 475mm x 475mm x 60mm thick Laminated Elastomeric bearings on minimum 25mm thick epoxy resin mortar Grade 70 in accordance with the Specification and as shown in Drawing.

450mm x 2800mm x 100mm thick Laminated Elastomeric bearings on 50mm thick grout bedding and concrete upstand.

no.

546.14

546.14

no.

555.00

555.00

no.

620.66

620.66

no.

472.50

472.50

78

JADUAL PURATA KADAR HARGA 2014

3.3.17: MISCELLANEOUS WORKS (CLASS T)

PURATA KADAR HARGA 2014 (RM) BIL

KETERANGAN KERJA

UNIT

21

400mm x 300mm x 60mm thick Laminated Elastomeric bearings on minimum 20mm thick epoxy resin mortar Grade 70 in accordance with the Specification and as shown in Drawing.

no.

800.00

800.00

22

Brass Plaque as shown in the Drawing.

no.

2,121.25

2,121.25

set

10,499.91

10,499.91

no.

1,819.73

1,819.73

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

SIGNAGES & INTERPRETIVE PANEL Info Panel at Main Entrance Wall (Type E2) 23

Overall size: 1500mm (H) x 2950mm (L) Panel size: 1 500mm (H) x 900mm, 600mm, 700mm, 600mm (L) 2mm thk aluminum box up base with 2K spray painted finish and 10mm thk cut out clear acrylic with 2K spray painted finish for logo/logotype. With wooden panel for top header with engraved and colour infilled for texts. With 5mm thk clear acrylic middle signface panel and reversed inkjet sticker mounted onto base with 4pcs of chrome button screws for each panel. With 5mm thk clear acrylic graphic with 2K spray painted finish mounted onto wooden panel. All to be mounted onto existing wall. Amenities Projecting Directional Sign (double sided) (Type E8)

24

Panel size: 400mm (dia) 3mm thk aluminum sign panel with backing frame, complete with photo chemical etching with full colour infill for texts & graphics mounted onto mild steel frame structure c/w spray painted finish bolted onto existing wall. Male/Female/Disable WC.

79

KOS UPAH BURUH

JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA

JADUAL PURATA KADAR HARGA 2014

4.0

KOS UPAH BURUH

4.1

TUJUAN Bahagian ini mengandungi maklumat berhubung dengan kos dan kadar upah buruh.

4.2

BENTUK MAKLUMAT DAN PERTIMBANGAN Maklumat diberikan dalam bentuk RM sehari untuk tempoh lapan jam. Kadar ini adalah termasuk tambahan lima belas peratus (15%) seperti yang dinyatakan dalam klausa 25.2 Syarat-syarat Kontrak JKR 203A (Rev.1/2010).

80

JADUAL PURATA KADAR HARGA 2014

4.3 : KOS UPAH BURUH

Item

Description

UNIT

KAWASAN UTARA

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

1

General Labour

day

64.20

61.45

62.50

62.70

2

Ganger/Chargehand

day

91.30

83.25

81.25

85.30

3

Concretor

day

80.15

79.40

76.35

78.65

4

Mason

day

86.95

79.10

77.70

81.25

5

Carpenter/Joiner

day

86.95

83.55

86.50

85.60

6

Steel Bar Bender and Fixer

day

87.20

83.80

89.10

86.70

7

Pnuematic Tool Operator

day

96.05

88.85

98.90

94.60

8

Welder

day

92.60

99.30

85.80

92.60

9

Ringger/Driller

day

100.30

92.20

98.75

97.10

10

Fitter

day

96.70

80.80

92.90

90.10

11

Pavior/Plasterer

day

90.00

87.15

86.25

87.80

12

Drainlayer

day

89.35

82.90

75.45

82.60

13

Lorry Driver

day

96.95

83.40

83.65

88.00

14

Watchman

day

90.00

65.65

61.80

72.50

15

Plant/Excavator Operator/Driver

day

106.15

90.20

82.00

92.80

16

Electrician

day

95.90

93.60

88.00

92.50

17

Metal Worker

day

89.70

89.35

84.45

87.85

81

KOS SEWA LOJI & PERALATAN

JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA

JADUAL PURATA KADAR HARGA 2014

5.0

KOS SEWA LOJI DAN PERALATAN

5.1

TUJUAN Bahagian ini mengandungi maklumat berhubung dengan kos sewa loji dan peralatan.

5.2

BENTUK MAKLUMAT DAN PERTIMBANGAN Maklumat diberikan dalam bentuk RM sejam. Kadar Harga adalah termasuk:(i)

loji/peralatan yang disewa, pajak ataupun milik Kontraktor sendiri;

(ii)

tambahan lima belas peratus (15%) seperti yang dinyatakan dalam klausa 25.2 Syarat-syarat Kontrak JKR 203A (Rev. 1/2010).

82

JADUAL PURATA KADAR HARGA 2014

5.3 : KOS SEWA LOJI DAN PERALATAN

BIL

KETERANGAN KERJA

UNIT

KAWASAN UTARA

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

1

Backhoe

hour

57.20

59.90

53.15

56.75

2

Dragline RB 19 RB 22 RB 30

hour hour hour

65.45 75.00 95.00

82.90 105.35 105.65

86.70 115.00 123.35

78.35 98.45 108.00

Excavator Up to 0.5 m3 0.5 m3 to 1.0 m3 Over 1.0 m3

hour hour hour

71.90 79.00 98.50

82.30 39.40 113.40

72.50 88.15 94.40

75.60 68.85 102.10

Excavator Hydraulic Operated Up to 0.5 m3 0.5 m3 to 1.0 m3 Over 1.0 m3

hour hour hour

82.40 98.30 115.40

97.95 99.05 111.30

92.80 107.20 97.50

91.05 101.50 108.10

Face Showel Model 920 Model 950 Model 966

hour hour hour

75.64 86.00 109.00

90.57 104.85 125.65

76.00 88.00 102.00

80.75 92.95 112.20

6

Back Pusher

hour

55.70

60.35

45.85

54.00

7

Vibrating Roller 15 Tonne

hour

92.60

101.90

95.00

96.50

8

Compressor

hour

45.65

43.75

43.75

44.40

9

Bulldozer Model D4 Model D6 Model D8

hour hour hour

77.15 90.40 99.25

89.95 97.30 109.10

87.15 95.70 110.00

84.75 94.50 106.10

10

Tractor

hour

61.75

83.60

78.35

74.60

11

Mobile Crane 3 tonne 16 tonne 25 tonne 35tonne 40 tonne

hour hour hour hour hour

65.70 79.15 89.90 127.30 169.50

73.30 95.35 100.15 138.55 174.45

61.70 103.65 110.00 147.15 185.00

66.90 92.70 100.00 137.70 176.30

Motor Grader

hour

105.30

104.20

136.36

115.30

3

4

5

12

83

JADUAL PURATA KADAR HARGA 2014

5.3 : KOS SEWA LOJI DAN PERALATAN

BIL

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

UNIT

KAWASAN UTARA

Dumper Up to 0.5 m3 0.5 m3 to 3.5 m3

hour hour

75.00 99.45

76.40 86.30

66.00 73.00

72.50 86.25

Steel Roller 8 tonne 12 tonne

hour hour

74.60 84.40

90.40 107.20

107.50 124.45

90.85 105.35

15

Low Loader

hour

151.35

125.40

156.25

144.35

16

Lorry 6 tonne 8 tonne 10 tonne

hour hour hour

56.70 62.85 75.80

64.40 80.70 88.90

72.20 90.00 100.45

64.45 77.85 88.40

Tipper without road tax 6 tonne 10 tonne

hour hour

52.65 64.30

61.90 70.50

52.50 65.00

55.70 66.60

Tipper with road tax 6 tonne 10 tonne

hour hour

60.45 79.60

71.65 91.45

58.40 72.50

63.50 81.20

Concrete Mixer Concrete Mixer 7/5 Concrete Mixer 10/7 Concrete Mixer 14/10 Concrete Mixer 21/14

hour hour hour hour

28.30 35.45 56.20 67.80

40.00 49.30 60.10 74.80

45.55 49.45 68.75 85.00

37.95 44.75 61.70 75.90

Water Pump 3'' Diameter 6'' Diameter 8" Diameter

hour hour hour

31.20 36.20 59.40

36.95 43.25 63.85

56.00 66.00 77.85

41.40 48.50 67.05

Welding and cutting set complete Oxy - acetylene Electric

hour hour

68.95 65.40

73.20 80.41

86.7 82.50

76.30 76.10

hour

82.75

105.65

125.00

104.50

13

14

17

18

19

20

21

22

KETERANGAN KERJA

Drilling machine complete with all necessary equipment

84