buku purata kadar harga 2014

8/17/2019 Buku Purata Kadar Harga 2014

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JADUAL PURATA KADAR HARGA 2014

JABATAN PENGAIRAN DAN SALIRAN,MALAYSIA


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BAHAGIAN PERKARA MUKASURAT

1.0 Pendahuluan Dan Panduan Pengunaan 1 - 3

2.0 Kos Kerja-Kerja Am (General Items) 4

2.1 Tujuan Dan Definisi

2.2 Bentuk Maklumat Dan Pembahagian

2.2.1 5

2.2.2 6 - 7

3.0 Kos Item-Item Kerja 8

3.1 Tujuan3.2 Bentuk Maklumat

3.3 Klasifikasi Kerja

3.3.1 Environmental Protection and Enhancement 9 - 11

3.3.2 Traffic Management And Control 12

3.3.3 Site Investigation Work 13

3.3.4 Demolition & Site Clearance 14 - 15

3.3.5 Earthworks 16 - 25

3.3.6 Geotechnical Work 26 - 33

3.3.7 Piling Work 34 - 42

3.3.8 Concrete Work 43 - 47

3.3.9 Brickwork, Blockwork & Masonry 48

3.3.10 Timber Work 49

3.3.11 Metal Work 50 - 51

3.3.12 Building Work 52 - 60

3.3.13 Painting Work 61

3.3.14 Pipeworks 62 - 63

3.3.15 Drainage Work 64 - 70

3.3.16 Roads And Pavings 71 - 75

3.3.17 Miscellaneous Works 76 - 79

4.0 Kos Upah Buruh 80 - 81

5.0 Kos Sewa Loji & Peralatan 82 - 84

ISI KANDUNGAN

Peratusan Kos Keseluruhan Kerja Am Daripada

Kos Kerja Pembina

Peratusan Kos Terperinci Kerja Am Daripada

Kos Kerja Pembina

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PENDAHULUAN DANPANDUAN PENGGUNA



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1.0 PENDAHULUAN DAN PANDUAN PENGGUNAAN

1.1 TUJUAN

1.1.1

1.2 KANDUNGAN

1.2.1

i) Kerja-kerja Saliran dan Tebatan Banjir

ii) Kerja-kerja Kejuruteraan Pantai

iii) Kerja-kerja Kejuruteraan Sungai

1.2.2

i) Kos Kerja-kerja Am (General Items)

ii) Kos Item-item Kerja

iii) Kos Upah Buruh

iv) Kos Sewa Loji & Peralatan

Tujuan buku ini dikeluarkan adalah untuk memberikan maklumat

berkenaan dengan kos bagi melaksanakan kerja-kerja Jabatan

Pengairan dan Saliran. Maklumat-maklumat kos ini boleh digunakan

sebagi panduan untuk menyediakan anggaran kos, membuat

pelarasan kadar harga atau untuk tujuan perundingan kadar harga.

Maklumat-maklumat yang terkandung di dalam buku ini adalah

berdasarkan kepada dokumen-dokumen tender bagi kerja-kerja

Jabatan Pengairan dan Saliran yang pada amnya adalah terdiri dari:

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

iaitu;

1

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1.2.3

KATEGORI KAWASAN NEGERI

Kawasan Utara - Perlis

- Kedah

- Pulau Pinang

- Perak

Kawasan Tengah - Wilayah Persekutuan Kuala Lumpur

- Selangor

- Negeri Sembilan- Melaka

- Johor

Kawasan Timur - Pahang

- Terengganu

- Kelantan

1.3 SUMBER MAKLUMAT / PEMILIHAN SAMPEL

1.3.1

1.3.2

1.4 ANALISA DAN SUSUNAN DATA

1.4.1

Data-data di dalam buku ini adalah diabstrak dari dokumen-

dokumen tender secara konvensional bagi projek yang ditender

dalam tahun 2014 dan ditutup di Ibu Pejabat Jabatan Pengairan Dan

Saliran Malaysia.

Maklumat-maklumat kos ini juga dibahagikan mengikut kategori

kawasan di mana projek tersebut dilaksanakan iaitu sepert berikut:

Kadar harga diambil daripada dokumen tender yang disediakan

berasaskan kepada senarai kuantt.

Data-data bagi item yang serupa dikumpulkan dan dijadikan dalam

bentuk purata. Data-data yang terlalu tnggi atau rendah tdak

diambilkira.

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1.4.2

1.4.3

1.4.4

1.5 PEMAKAIAN DATA

1.5.1

1.5.2

i) Nilai kontrak

ii) Keperluan spesifikasi

iii)

iv) Lokasi projek

v) Keadaan pasaran semasa

Data-data di dalam buku ini hendaklah digunakan sebagai panduan

sahaja.

Pengguna hendaklah menggunakan budibicara bagi memilih kos

yang bersesuaian dengan berdasarkan kepada;

Cara pengukuran bagi projek yang akan dilaksanakan

Melalui penganalisaan tersebut adalah didapat wujudnya

ketdakseragaman di dalam penyediaan dokumen tender/tawaran,

samada dari segi pengukuran kuantt dan keterangan kerja bagi

beberapa item kerja. Sehubungan dengan itu, item-item yangserupa/hampir serupa telah dikumpulkan bersekali dan dikira dalam

bentuk purata. Pertmbangan tdak diberikan sekiranya cara

pengukuran berbeza walaupun ia adalah item kerja yang sama.

'Harga Purata' bagi sesuatu kawasan diperolehi berdasarkan kepada

jumlah nilai data-data kos bagi sesuatu item kerja yang dibahagikan

kepada bilangan sampel mengikut kawasan berkenaan.

Purata keseluruhan adalah berdasarkan kepada nilai purata bagi

semua kawasan.

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KADAR HARGA 2014


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KOS KERJA-KERJA AM


(GENERAL ITEMS)


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2.0 KOS KERJA-KERJA AM (GENERAL ITEMS)

2.1 TUJUAN DAN DEFINISI

2.2 BENTUK MAKLUMAT DAN PEMBAHAGIAN

2.2.1 Peratusan Kos Keseluruhan Kerja Am Daripada Kos kerja Pembina

2.2.2 Peratusan Kos Terperinci Kerja Am Daripada Kos Kerja Pembina

Petunjuk: i) G.I =

ii) T.S =

iii) P.S =

iv) P.C = Wang Kos Prima (Prime Cost Sum)

Maklumat bagi kos terperinci adalah berdasarkan kepada penganalisaan

ke atas kos bagi setap item Kerja-kerja Am (General Items).

Cara pengiraan peratusan:

Item in G.I.

Wang Peruntukan Sementara

(Provisional Sum)

Harga Tender (Tendered Sum)

Bahagian ini mengandungi maklumat berhubung dengan kos bagi melaksanakan

kerja-kerja di bawah kategori 'Kerja-kerja Am' (General Items). Terdapat sesetengah

dokumen yang menamakan bahagian ini sebagai 'Preliminaries', 'Kerja Awalan'

ataupun 'Kerja-kerja Pendahuluan'.

Maklumat bagi bahagian ini diberikan dalam bentuk peratusan dan dibahagikan

kepada dua bahagian sepert berikut:-

Maklumat bagi kos keseluruhan adalah berdasarkan kepada

penganalisaan ke atas kos keseluruhan bagi Kerja-kerja Am (General

Items).

X 100%T.S - (G.I + P.S + P.C)

Kos Kerja Am (General Items)

Cara pengiraan peratusan:

G.I X 100%T.S - (G.I. + P.S + P.C)

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KADAR HARGA 2014


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2.2.1 : PERATUSAN KOS KESELURUHAN KERJA AM DARIPADA KOS KERJA PEMBINA

(TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)

UTARA TENGAH TIMUR KESELURUHAN

BIL NILAI TENDER UNIT PURATA PURATA PURATA PURATA

(%) (%) (%) (%)

1 Melebihi 5 juta tdak melebihi 10 juta - 11.75 - 11.75

2 Melebihi 10 juta tdak melebihi 20 juta - 4.75 - 4.75

3 Melebihi 20 juta 3.05 3.55 3.44 3.35

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KADAR HARGA 2014


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2.2.2 : PERATUSAN KOS TERPERINCI KERJA AM (GENERAL ITEMS) DARIPADA KOS KERJA PEMBINA



BIL KETERANGAN KERJA UNIT PURATA PURATA PURATA PURATA

(%) (%) (%) (%)

A Contractual Requirement

1 Contractor's All Risk 0.31 0.30 0.19 0.27

- Insurance Of Works

- Public Liability Insurance

2 Performance Bond 0.28 0.33 0.15 0.25

3 Perkeso / SOCSO 0.06 0.10 0.04 0.07

4 Compliance with laws, regulatons and all relevant

authorites

- - 0.27 0.27

B Engineer / SO / PD's Requirement

1 Establishment & Removal Of SO's Site Office 0.22 0.11 - 0.17

2 Establishment, Maintenance & Removal Of SO's Site

Office

- - 0.15 0.15

3 Maintenance Of SO's Site Office 0.01 - - 0.01

4 Laboratory Equipment - - - -

5 Pre & Post Survey - - - -

6 Preparaton & Submission Of 'As Built Drawings' 0.08 0.08 0.07 0.08

7 Progress Photographs - - - -

8 Progress Report - 0.01 0.03 0.02

9 Project Signboard 0.04 0.06 0.01 0.04

10 Survey Works - 0.32 0.30 0.31

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KADAR HARGA 2014


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2.2.2 : PERATUSAN KOS TERPERINCI KERJA AM (GENERAL ITEMS) DARIPADA KOS KERJA PEMBINA



BIL KETERANGAN KERJA UNIT PURATA PURATA PURATA PURATA

(%) (%) (%) (%)

11 Surveying Equipment 0.10 0.05 0.04 0.06

12 Testng & Sampling 0.03 - - 0.03

13 Work Programme 0.03 0.15 - 0.09

C Contractor's Requirement

1 Clearing & Cleaning Up Upon Completon - 0.07 - 0.07

2 Establishment, Maintenance & Removal Of

Contractor's Site Office

- 0.22 - 0.22

3 Establishment, Maintenance & Removal Of

Contractor's Office, Workmen Accommodaton, Store

etc

- - - -

4 Establishment, Maintenance & Removal Of Workmen

Accommodaton

- - - -

5 Moblizaton & Demobilizaton Of Constructon Plant &

Equipment

- 0.20 0.44 0.32

6 Site Agent 0.68 - - 0.68

7 Temporary works 1.24 1.28 0.44 0.99

JADUAL PURATA

KADAR HARGA 2014


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KOS ITEM-ITEM KERJA



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3.0 KOS ITEM-ITEM KERJA

3.1 TUJUAN

3.2 BENTUK MAKLUMAT

3.3 KLASIFIKASI KERJA

Klasifikasi kerja adalah sepert berikut:-

3.3.1 Environmental Protect on and Enhancement (CLASS B)

3.3.2 Tra ffi c Management And Control (CLASS C)

3.3.3 Site Invest gat on Work (CLASS D)

3.3.4 Demoli t on & Site Clearance (CLASS E)

3.3.5 Earthworks (CLASS F)3.3.6

3.3.7 Piling Work (CLASS H)

3.3.8

3.3.9 Brickwork, Blockwork & Masonry (CLASS J)

3.3.10 Timber Work (CLASS K)

3.3.11 Metal Work (CLASS L)

3.3.12 Building Work (CLASS M)

3.3.13

3.3.14 Pipeworks (CLASS O)

3.3.15 Drainage Work (CLASS P)

3.3.16 Roads and Pavings (CLASS Q)

3.3.17 Miscellaneous Works (CLASS T)

Bahagian ini memberikan maklumat berhubung dengan data-data kos bagi item-

item kerja yang dilaksanakan.

Maklumat bagi bahagian ini diberikan di dalam bentuk kadar harga purata dan

dibahagikan mengikut klasifikasi kerja sebagaimana ditetapkan di dalam

MyCESMM (Malaysian Civil Engineering Standard Method Of Measurement).

Geotechnical Work (CLASS G)

Concrete Work (CLASS I)

Paint ng Work (CLASS N)

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JADUAL PURATA

KADAR HARGA 2014

3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)

ENVIRONMENTAL MANAGEMENT PLAN (EMP)

1 Preparaton of environmental management plan to

the approval of the S.O. which shall include erosion

and sediment control plan (ESCP), noise, air and

water quality monitoring and compliance with

requirements of the local Authorites'.

Item 18,083.03 15,100.00 16,591.52

2 Appointment of certfied professional in ESCP

officer along the duraton of the contract.

mth 2,100.00 2,100.00

EROSION AND SEDIMENT CONTROL PLAN (ESCP)

3 Constructon and maintenance of ESCP and

environmental monitoring facilites and including

implementaton of the environmental managemant

plan and making good upon completon of the

works.

Item 41,110.93 32,350.00 36,730.46

4 Silt fence of 1.0 m height as per Specificaton clause1.5.2 and as shown in the drawings.

m 20.36 20.36

5 Sand bag as per Specificaton clause 1.5.2 and as

shown in the drawings.

no. 32.80 32.80

Maintenance

Items for maintenance of silt fence and sand bags

shall be deemed to include disposal of accumulated

debris, sediment and silt to approved site, unless

otherwise stated.

6 Silt fence. Item 3,954.55 3,954.55

7 Sand bag. Item 3,831.83 3,831.83

BIL UNIT

PURATA KADAR HARGA 2014 (RM)

KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN

KETERANGAN KERJA


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JADUAL PURATA

KADAR HARGA 2014


BIL UNIT


KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN

KETERANGAN KERJA

WATER QUALITY CONTROL AND MONITORING

8 Mechanical Mobile Silt Trap for online river storage

works to comply with Standard (A/B) of the

Environmental Quality Act. Rate should be include

chemicals supply, operaton and maintenance upon

completon of work.

no. 39,727.27 39,727.27

Water Quality Sampling and In situ Testng

Water quality sampling and monitoring by

accredited laboratory on a monthly basis at the

discharge outlet of actve treatment system to

comply with the requirements of Standard (A/B) of

the Environmental Quality Act for the following

parameters.

9 pH no. 102.27 102.27

10 Total suspended solid (TSS). no. 103.18 103.18

11 Dissolved Oxygen (DO) no. 99.32 99.32

12 Ammoniacal nitrogen no. 106.82 106.82

AIR QUALITY CONTROL AND MONITORING

13 Construct and maintenance entrance access and

provide washing pit upon the completon of works

as per specificaton and as shown in drawing.

Item 15,863.64 15,863.64


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JADUAL PURATA

KADAR HARGA 2014


BIL UNIT


KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN

KETERANGAN KERJA

WASTE MANAGEMENT

14 Constructon solid waste as per Specificaton clause

1.5.2. (General Specificaton) Rate to include

provision of collecton bins, temporary storage

area, and disposal to approved site.

Item 9,931.80 9,931.80

ENVIRONMENTAL REPORT

15 Sampling, laboratory testng, monitoring and

submission of monthly reports for water quality, air

quality, noise and vibraton control, waste

management and health.

mth 2,070.19 2,070.19

16 Environmental monitoring report in 5 (five) sets on

a monthly basis for the TSS content at the

discharge outlet of the Actve Treatment System.

Item 5,336.37 5,336.37

17 Environmental audit report on a annual basis in five

sets.

Item 4,454.55 4,454.55

18 Environmental closure audit report in five sets. Item 3,795.46 3,795.46


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JADUAL PURATA

KADAR HARGA 2014

3.3.2: TRAFFIC MANAGEMENT AND CONTROL (CLASS C)

TRAFFIC MANAGEMENT PLAN

Traffic Management Team

1 Traffic Management Officer. man-

mth

2,746.43 2,746.43

BIL KETERANGAN KERJA UNIT


KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN


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JADUAL PURATA

KADAR HARGA 2014

3.3.3: SITE INVESTIGATION WORK (CLASS D)

TESTING

1 To carry out Field Density Test & Moisture Content

Test in accordance to BS 1377 on each 300mm

layer of compacted earth using sand replacement

method. Rate shall include sampling, material

testng & reportng. The test results falling below

the specified value will not be paid.

no. 153.85 153.85

2 To carry out Aerberg Limit test. The tests shall

include Liquid Limit, Plastc Limit, Plastcity Index

and Linear Shrinkage. Rate shall include sampling,

material testng and reportng.

no. 242.77 242.77

BIL UNIT


KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN

KETERANGAN KERJA


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JADUAL PURATA

KADAR HARGA 2014

3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)

BIL UNIT


KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN

KETERANGAN KERJA

BUILDING / STUCTURES / PIPELINES

Demoliton and removal from worksite and dispose

off site to contractor's own dumping ground of

existng structures and obstructons.

8 House or building

i) concrete no. 3,000.00 3,000.00ii) Wooden no. 2,166.67 2,166.67

9 Individual buildings - store of total gross built-up

area 25m2.

no. 1,500.00 1,500.00

10 Demoliton of existng RC concrete bridge 15m

length with cart away to contractor's own site.

no. 15,000.00 15,000.00

11 Demoliton of existng concrete bridge of 5.0 m (W)

x 30 m (L) shall be deemed to include demoliton

and removal of supports.

no. 45,000.00 45,000.00

12 Bridges no. 6,690.00 6,690.00

13 Pipe culvert m 60.00 60.00

14 Manhole or sump no. 191.57 191.57

15 Existng Road m2 4.55 4.55

16 Below ground - precast Monsoon Drain including

headwall and wingwall 350m long x 5m wide x

0.75m deep.

m 50.00 50.00

17 Below ground - precast L-shape Drain including

foundaton of 400m long x 7.12 m wide x varies inheight (3.5m - 5.0m).

m 210.00 210.00

18 Above ground - (one number of 15m x 4m existng

bridge including their foundaton)

no. 15,000.00 15,000.00

19 Existng Concrete Drain. m 10.00 10.00


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JADUAL PURATA

KADAR HARGA 2014

3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)

GENERAL CLEARANCE

Clearing and stripping off top layer of spillway

foundaton and other related works.

1 Site clearance to areas within the boundary of

works inclusive of cung down all trees

irrespectve of sizes, undergrowth bushes, shrubs,

tall grass etc grubbing up roots stumps, and

disposal of all debris away from site.

ha 3,114.80 3,114.80

2 General clearance to primary forest including

removal of trees and stumps, undergrowth, shrubs,

roots, and the likes. All trees of 0.5 m girth and

above shall become the property of the Employer.

ha 5,144.55 5,144.55

3 At water bodies including pumping out of waterand to include removal of items (such as tree trunk,

sludge, solid waste, debris) either floatng,

submerged or at the bed of the water body.

ha 3,500.00 5,522.73 4,511.36

4 The reserve width of the new waterway alignment. ha 2,480.38 2,480.38

TREES

Cung down and dispose of trees having a girth of

5 a) 500mm - 1m no. 50.20 50.20

6 b) 1-2m no. 93.00 93.00

7 c) 2-3m no. 217.00 217.00

BIL UNIT


KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN

KETERANGAN KERJA


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JADUAL PURATA

KADAR HARGA 2014

3.3.5: EARTHWORKS (CLASS F)

EXCAVATION

Cut to Fill

Excavaton in cut shall be deemed to include

trimming and preparaton of excavated surface and

transportaton from source to place of fill.

1 Excavate in earth material from original ground

level to form embankment within the site to finish

level of RL+13.00m.

m3 4.97 4.97

2 m3 5.70 5.70

3 m3 5.70 5.70

4 Excavate from existng ground level within

proposed channel/river reserve or project area to

construct diversion channel to the alignment,

levels, width and slopes as shown in the Contract

plan and stockpile suitable excavated material for

the constructon of river bund.

m3 2.88 2.88

5 Excavate and dispose off site the surplus or

unsuitable excavated material to contractor's own

dump site. Contractor to get approval from

relevant athorites and S.O for dump site.

m3 15.80 15.80

6 Excavate in rock material by controlled blastng

including dispose to stock pile area, loading and

unloading of rocks.

m3 22.30 22.30


KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN

KETERANGAN KERJA UNITBIL

Excavate in earth material from original ground level

to form Collector Drain.

Excavaton and trimming of existng river slopes (in

front of anchored sheet pile at river edge) to

required bed levels as per constructon drawings or

as directed by the S.O.

Cut and Dispose


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KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN


7 Excavate in natural hard material. m3 21.00 21.00

8 Excavate in rock using hydraulic rock breaker. m3 32.09 32.09

9 Excavate in rock profile of diversion channel

without the use of explosive and dispose off site

the excavated rock to contractor's own dump site.

m3 20.15 20.15

10 Excavaton in cut shall be deemed to include

trimming and preparaton of excavated surface and

transportaton from source to place of fill or

disposal.

m3 10.41 8.05 9.23

11 Dio; Excavate in earth material at the base of the

main bund down to a level where the ground

strength is equal to or more than SPT N value of 10.

For approximaton, it is assumed that excavaton

will be 1 m deep.

m3 6.00 8.05 7.02

12 Dio; Excavate in earth material commencing from

RL +29.0m to 27.0m to construct Side Spillway

approved by S.O.

m3 8.74 8.74

13 Dio; Excavate in earth material dispose to the

designated dumping area within 6 km approved by

the S.O./Engineer.

m3 9.16 9.16

14 Excavate in Detenton Pond commencing from level

RL+13.0m to RL+5.0m and dispose, spread and

level it within the project site as approved by the

S.O.

m3 4.79 4.79

15 Excavate in Detenton Pond commencing from level

RL+13.0m to RL+5.0m and dispose to the

contractors disposal site approved by the S.O.

m3 5.19 5.19


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KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN


16 Excavate in earth material commencing from EL

+14m to +5m to construct Side Spillway approved

by S.O.

m3 5.77 5.77

17 Excavate in earth material commencing from

existng level (approx. 35.79m - 40.61m) to

proposed design level (approx.32.99m - 32.81m)

not exceeding 9m to disposal site approved by theS.O.

m3 14.00 14.00

18 Excavate in earth material commencing from

existng level (approx. 39.24m - 40.56m) to

proposed design level (approx. 32.04m - 32.09m)

not exceeding 9m to disposal site approved by the

S.O.

m3 13.45 13.45

19 Excavate in earth material for pile caps and

abutments to disposal site approved by the S.O.

m3 10.05 10.05

20 m3 8.62 8.62

21 Excavate in earth material commencing from level

as specified.

m3 8.41 8.41

22 m3 8.92 8.92

23 Excavate in unsuitable material to construct the log

boom.

m3 9.09 9.09

24 Excavate in unsuitable material to disposal site

approved by the S.O/Engineer.

m3 10.82 10.82

25 Excavate in unsuitable material to construct the

Buress wall.

m3 9.62 9.62

Excavate in earth material to construct the Buress

wall.

Excavate in earth material to construct the log

boom.


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KAWASAN

UTARA

KAWASAN

TENGAH

KAWASAN

TIMURKESELURUHAN


26 Excavaton for foundaton shall include upholding

sides of excavaton, preparaton of excavated

surface, additonal excavaton to provide working

space and removal of dead services.

m3 8.59 8.59

FILLING

27 Using suitable excavated material to form river

bank to level RL+13.00m including formaton of

benches.

m3 5.52 5.52

28 m3 3.60 3.60

29 m3 22.60 22.60

30 Imported material from Contactor's own source

with grading limits as per Specificaton for Earthfill,

Type 1 material to form embankment. Rate to

include formaton of benches.

m3 24.56 24.56


with grading limits as per Specificaton for Earthfill,

Type 2 material to form embankment. Rate to

include formaton of benches.

m3 21.47 21.47

32 Imported material from Contractor's own source

with grading limit as per Specificaton (Type 1

Material) for use as clay core material for bund.

m3 20.85 20.85

Import material from Contactor's own source with

grading limits as per Specificaton to filling (1m

depth) to form embankments & access roads at

back of Steel Sheet Pile Walls including formaton of

benches.

Using suitable excavated material to grading limits

for backfill at back of sheet pile area.


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with grading limits as per Specificaton (Crusher

Run) for U drain foundaton as indicated.

m3 62.13 62.13


with grading limit as per Specificaton (Rip Rap) for

use as slope protect

on for bund.

m3 73.63 73.63


approved by the S.O.

m3 19.45 19.45

36 Imported sand as backfill material to a depth of

maximum 0.5m.

m3 53.22 53.22

37 Granular material asfill below transiton slab. m3 30.38 30.38

38 Granular material asfill behind walls of culverts. m3 31.13 31.13

39 Granular material as per Specificaton (fine filter)

for use in the toe drain.

m3 59.04 59.04

40 Granular material as per Specificaton (medium

filter) for use in the toe drain.

m3 61.27 61.27

41 Granular material asper Specificaton (coarse filter)

for use in the toe drain.

m3 59.17 59.17

42 Supply, spread, level and compact in layers

imported granular backfill behind abutments and

under approach slab as specified.

m3 56.86 56.86

43 300mm thick permeable layer comprising of 20mm -

40mm crushed stone.

m3 24.22 24.22

44 200 mm thick compacted mearth material as

bedding.

m2 6.65 6.65


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45 m2 1.22 1.22

46 Handle, transport, spread and level 75mm thick

local top soil (from Item 2.1.3) including trimming,

level and grading of slope.

m2 1.50 1.50

47 Dio - imported top soil. m2 4.97 4.97

Concrete Interlocking Blockmat VIP LINER

48 Supply and lay 50 to 100 mm diameter underlayer

stones of VIP LINER or as directed by S.O.

m3 71.15 71.15

FILLING ANCILLARIES

49 Provision and placement of Geotextle Polyfelt

TS65 or approved equivalent/as per manufacturer's

specificaton.

m2 8.39 8.39

Geotextle

Supply and lay geotextle type :

50 -TS 50 or equivalent m2 7.32 7.32

51 -F68 or equivalent. m2 10.08 10.08

52 Supply and lay non woven geotextle TS-50 or

equivalent.

m2 6.62 6.62

53 Supply and lay MXC 50 non woven geotextles or

equivalent. .

m2 5.07 5.07

54 m2 7.32 7.32

55 Supply and Lay geotextle at toe as separator Type

TS50 or equivalent.

m2 4.86 4.86

(Nonwoven) geotextle with nominal weight of 280

g/m2 at pond inlets.

Top soil of average depth of 150 mm and stockpile

for reuse as top soil for turfing.


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Cemented Rubble Pitching

56 Supply and lay cemented rubble pitching 300 mm

thick along river channel including all necessary

weepholes and filter aggregates.

m2 74.62 74.62

57 Contnous polypropylene filament, non-wovengeotextle with tensile strength of 19 kN/m,

eff ectve opening size of 0.09 mm and nominal

mass of 250 g/m2 as per Specificaton.

m2 5.81 5.81

LANDSCAPING

Items for landscaping shall be deemed to include

digging, plantng media, bedding, stalking,

protecton, watering, weeding, required fertlising,

58 Spot turfing to flat areas. m2 3.40 3.40

59 Supply and lay spot turfing. m2 4.42 4.42

60 Supply, spread evenly 50mm top soil and spot

turfing.

m2 5.47 5.47

61 Close turfing to slopes including pegging down with

stakes.

m2 4.92 4.28 4.60

62 m2 4.68 4.68

63 To supply, spread and lay close turfing inclusive of

all necessary pegging, soil watering, weeding and

tending untl establishment, all as prescribed to

slope.

m2 5.27 5.27

64 Dio - spot turfing at an angle exceeding 10 degree

to the horizontal.

m2 3.16 3.16

65 Dio - spot turfing at an angle not exceeding 10

degree to the horizontal.

m2 3.22 3.22

Close turfing including placement of 50mm thick

approved topsoil as directed by SO.


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66 Hydroseeding as per Specificaton Clause 12007 to

the slopping area approved by S.O.

m2 4.53 4.53

Turf Reinforcement Mat (TRM)

67 Supply and Install Turf Reinforcement Mat (TRM)

Type C350 or equivalent, inclusive of cu

ng,handling, laying and jointng.

m2 12.64 12.64

68 Hydroseeding with selected grass species as specify

in the specificaton or as approve by S.O and

inclusive of approved fertlizer, necessary soil

watering, weeding and tending untl establishment,

all as prescribed to slope.

m2 4.03 4.03

69 Supply and Install Galvanised Mild Steel Staple pin

size R12- 600 mm as shown in the drawing or as

directed by S.O.

no. 2.88 2.88

70 Water seepage / cut-off control measure. m2 91.45 91.45

TREE

71 Spathodea campanulata (Fountain Tree) O.H.

4.0m, Trunk Diameter 50mm - 65mm.

no. 309.09 309.09

72 Melaleuca leucadendron (Gelam) O.H. 4.0m, Trunk

Diameter 50mm - 65mm.

no. 337.36 337.36

73 Syzygium cumini (Salam) O.H. 4.0m, Trunk


no. 326.90 326.90

74 Hopea odorata (Cengal Pasir) O.H. 4.0m, Trunk


no. 343.72 343.72

75 Pomelia pinnata (Taun Tree) O.H. 4.0m, Trunk


no. 332.72 332.72

76 Delonix regia (Flamboyant) O.H. 4.0m, Trunk


no. 348.63 348.63


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


no. 411.81 411.81

78 Pelthophorum pterocarpum (Yellow Flamboyant)

O.H. 4.0m, Trunk Diameter 50mm - 65mm.

no. 389.09 389.09

SHRUB

79 Orthosiphon stamineus (Misai Kucing) O.H. 0.3m,

Plantng distance 300mm.

no. 5.77 5.77

80 Calathea lutea (Pampano) O.H. 0.6m, Plantng

distance 300mm.

no. 7.04 7.04

81 Acalypha siamensis (Wild Tea) O.H. 0.6m, Plantng

distance 300mm.

no. 6.29 6.29

PLANTING WORKS

HOLE EXCAVATION

To supply all labour, equipment, tools, transport,

etc and excavate plantng hole and cart away all

excavated materials to contractor's own dump site.

82 Tree ( 1.0m x 1.0m x 1.0m) no. 16.45 16.45

83 Shrubs (0.3m x 0.3m x 0.3m) no. 2.61 2.61

TOPSOIL MIXTURE

To supply all labours, equipment, tools,transport,

etc. and spread approved soil mixture (rato3:2:1)

(Topsoil: Organic fertl izer : sand) to fill excavated

holes.

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

85 Shrubs (0.3m x 0.3m x 0.3m) m3 34.36 34.36


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TREE STAKES AND TIES

Provide stakes and tes for all planted trees

according to plantng specificaton. All the staking

shall peproper tght to the new planted trees to L.A

approval; The stakes shall be painted with green

colour for protecton.

86 Trees no. 20.27 20.27

MULCHING

Supply, deliver and lay minimum 50mm thick coco

fiber around the planted plants as stated in

plantng plan and directed by S.O./ Landscape

Architect.

87 Trees no. 7.90 7.90

88 Shrubs no. 2.95 2.95


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3.3.6 : GEOTECHNICAL WORK (CLASS G)

KETERANGAN KERJABIL UNIT


KAWASAN

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TENGAH

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TIMURKESELURUHAN

Supply and Install of Sandfill Maress as shown in

the contract plan or directed by SO, inclusive of

trimming, cung, handling, laying and jointng.

7 a) Dio - Infill with sand as approved by S.O m2 67.61 67.61

8 b) Dio - Without sand in fill m2 43.67 43.67

9 To construct top trenching work (0.6m width by

0.6m depth) for sandfill maress anchoring and

backfill with compacted local suitable material.

m 4.23 4.23

Green Matress

10 Supply and deliver Green Maress 230mm thk

inclusive of 150mm x 225mm rock and labour. Rate

shall include all alignment, machineries and related

works.

m2 59.09 59.09

11 Installaton of Green Maress 300mm thk inclusive

of stone size 100mm - 200mm.

m2 36.36 36.36

Reno Matress

12 Supply and deliver Reno Maress 300mm thk

inclusive of 150mm x 225mm rock and labour. Rate

shall include all alignment, machineries and related

works.

m2 46.00 46.00

13 Installaton of Reno Maress 300mm thk inclusive

of stone size 100mm - 200mm

m2 28.55 28.55

Macmat S Matress

14 Supply, Lay and Spread evenly 50mm top soil ontop of lid and 75mm top soil under Macmat 10 or

approved equivalent.

m2 4.41 4.41


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RETAINING STRUCTURES

GABION

11.0 m x 1.0 m x 1.0 m rock-filled gabion with PVC-

coated wire gauge size of 2.7 mm dia. as shown in

the drawings including for laying underwater.

m3 224.55 224.55

2 2.5 m x 1.0 m x 1.0 m rock-filled gabion with PVC-

coated wire gauge size of 3 mm as per Specificaton

clause 6002 and as shown in the drawings.

m3 180.00 180.00




m3 180.00 180.00




m3 150.00 150.00

REVETMENT MATTRESS

Sandfill Matress

5 Slope trimming for base preparaton to receive

slope revetment materials.

m2 3.14 3.14

6 Supply, deliver and install the Sand Filled Maress

with minimum weight of 180kg/m2 as specified in

the specificaton and tender drawing including all

necessary works for proper completon.

Measurement will be based on ne

quant

ty of work done on site including the shrinkage of the

fabric.

m2 44.75 44.75



KAWASAN

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15 Supply and delivery MacMat S or approved

equivalent three dimensional mang,

monofilaments with open structure of more than

95% area holding capacity as per necessary

equipment and alignment with manufacture

specificaton.

m2 20.86 20.86

16 Install MacMat S or approved equivalent inclusive

of J pins (12mm diameter x 500mm @ 1m c/c

spacing vertcally and horizontally.

m2 8.37 8.37

17 Supply, Deliver Green Reinforced MacMat A three

dimensional mang, monofilaments with open

structure of more than 80% area holding capacity

as per necessary equipment and alignment with

manufacture specificaton or equivalent.

m2 35.00 35.00

18 Supply and delivery TM-53 Toe Protecton

Hydraulic Terramesh with Green MacMat 10 &

Biomac facing for the constructon of Mechanical

Stabilise Earth (MSE) system or equivalent.

no. 318.26 318.26

19 Install and lay TM-53 Toe Protecton Hydraulic

Terramesh inclusive of 6" x 9" rock fill , labour and

others related work within the Hydraulic Green

Terramesh units. Rate shall include all alignment,

machineries and related works.

m3 178.00 178.00

RIPRAP EMBANKMENT

20 Supply, deliver and lay the Rip rap with average size

of 300mm diameter.

m3 87.75 87.75

21 Average 600mm thick rip rap of 300mm diameter

stone for embankment.

m3 81.50 81.50


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22 Supply, lay and stch to the manufacture's

specificaton non-woven needle punch geotextle of

Type A as filter material. (Measured ne - no

allowance made for laps)

m2 6.30 6.30

23 Supply and construct 200mm thick filter bedding

materials.

m3 61.50 61.50

24 Supply and lay 225mm thick 200/400mm cement

Grouted rip-rap.

m2 31.35 31.35

25 Supply and lay 200mm thick 10/50mm stone. m2 13.86 13.86

26 Supply and lay rip-rap stone size 300mm - 550mm

diameter.

m3 73.48 73.48

27 (300 mm) thick rip rap as per specificaton to form

the surface protecton at the pond inlets (3

locatons).

m2 72.23 72.23

Armour Rocks

28 Supply and lay rip-rap granatc rock with size D50

=500mm minimum thickness of 1000mm.

m3 62.05 62.05

MSE Wall TYPE A

Green Terramesh

29 Supply and deliver TM 254 GREEN TERRAMESH or

approved equivalent for the constructon of

Mechanical Stabilise Earth (MSE) system.

no. 315.78 315.78

30 Install and lay TM 254 GREEN TERRAMESH or

approved equivalent inclusive of 150mm x 225mm

rock fill, labour and others related work within the

MSE wall units. Rate shall include all alignment,


m3 99.09 99.09


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38 Supply and deliver TM-0.5m thk. x 6m length Toe

Protecton Terramesh MSE Wall with 10mm thk.

erosion protecton mat & Biomac facing for the

constructon of mechanical Stabilise Earth (MSE)

system or equivalent.

no. 331.91 331.91

39 Install and lay TM-0.5m thk. x 6m length ToeProtecton Terramesh inclusive of 150mm x

225mm rock fill, labour and others related work

within the MSE wall units. Rate shall include all

alignment, machineries and related works.

m3 109.86 109.86

MSE Wall TYPE B

Green Terramesh

40 Supply and deliver TM 254 GREEN TERRAMESH orapproved equivalent for the constructon of


no. 315.78 315.78






m3 101.82 101.82

42 Supply and deliver TM 2754 GREEN TERRAMESH or

approved equivalent for the constructon of


no. 345.57 345.57


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m3 101.82 101.82

44 Supply and deliver GTM 70 2445 GREEN

TERRAMESH or approved equivalent for the

constructon of Mechanical Stabilise Earth (MSE)

system.

no. 377.73 377.73

45 Install and lay GTM 70 2445 GREEN TERRAMESH or

approved equivalent. Rate shall include all

alignment,machineries and related works.

m3 40.45 40.45

Hydraulic Green MSE Wall

46 Install and lay TM-0.5m thk x. 6m length Toe

Protecton Terramesh inclusive of 150mm x

225mm rock fill, labour and others related work

within the MSE wall units. Rate shall include all

alignment, machineries and related works.

m3 109.86 109.86

47 Supply and deliver GTM-0.45m thk. x 5m length 45

Deg Hydraulic Green MSE Terramesh with 10mm

thk. Erosion protecton mat & Biomac facing for the

constructon of Mechanical Stablise Earth (MSE)

system or equivalent.

no. 316.68 316.68


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48 Installed and lay GTM-0.45m thk. x 5m length 45

Deg Hydraulic MSE Green Terramesh with

prefabricated with 10mm thk. Erosion protecton

mat & Biomac. Rate shall include all alignment,


no. 42.09 42.09


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3.3.7: PILING WORK (CLASS H)

PILES

BORED PILES

1000mm Nominal Diameter Bored Pile

1 Drill 1000mm nominal diameter vertcal holes

through whatever soil strata other than rock with

provision of temporary casing.

m 423.76 423.76

2 Drilled 1000mm nominal diameter vertcal holes in

rock.

m 1,890.00 1,890.00

3 1000mm Nominal diameter x 12mm thick

permanent casing.

m 1,512.88 1,512.88

4 High yield reinforcement as specified:

a). Up to 12mm diameter. t 3,484.62 3,484.62

b). 16mm diameter and above. t 3,476.92 3,476.92

5 4 nos x 50mm Nominal diameter x 4mm thick wall

mild steel pipe in accordance with the

Specificaton.

m 102.86 102.86

6 Concrete Grade 40/20 as specified. m3 358.50 358.50

7 Non-shrink grout Grade 40 to be fill in sonic logging

tubes as specified.

m3 544.00 544.00

8 Cung off piles head to required length including

preparing pile head.

no. 333.33 333.33

600mm Nominal Diameter Bored Pile

9 Drill 600mm nominal diameter vertcal holes

through whatever soil strata other than rock with

provision of temporary casing.

m 259.55 259.55

10 Drill 600mm nominal diameter vertcal holes in

rock

m 1,021.43 1,021.43

BIL UNIT


KAWASAN

UTARA

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TENGAH

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TIMURKESELURUHAN

KETERANGAN KERJA


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BIL UNIT


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KETERANGAN KERJA

11 Drill 600mm Nominal diameter x 12mm thick

permanent casing.

m 879.00 879.00

12 High yield reinforcement as specified:

a). Up to 12mm diameter. t 3,430.77 3,430.77

b). 16mm diameter and above. t 3,430.77 3,430.77

13 50mm Nominal diameter GI pipe aached to main

bar for sonic logging in accordance with the

Specificaton.

m 37.75 37.75

14 Concrete Grade 40/20 as specified. m3 348.41 348.41

15 Non-shrink grout Grade 40 to be fill in sonic logging

tubes as specified.

m3 477.93 477.93

16 Cung off piles head to required length including

preparing pile head.

m 276.90 276.90

17 Boring in earth using odex drilling system or

equivalent.

m 105.78 105.78

18 Boring through rock including natural and existng

concrete.

m 243.88 243.88

19 m 152.37 152.37

20 High tensile reinforcement straight bars, nominal

diameter not exceeding 40 mm including

supportng reinforcement.

t 3,442.38 3,442.38

21 t 3,389.06 3,389.06

300 mm diameter micropiles as working piles.

Supply and install 267 mm OD x 257 mm diameter

I.D permanent casing.

Mild steel R6 spiral link at 150mm pitch.

MICROPILES


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KETERANGAN KERJA

22 Groutng with non-shrink cement grout Grade C30

as specified into drilled hole including excess

cement required when the grout volume exceeded

the theoretcal volume.

m3 757.06 757.06

23 Cut-off piles including preparing heads. no. 150.00 150.00

250 mm diameter micropiles as working piles.

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

points.

m 101.14 101.14

25 Boring through rock, up to 3 m for 40 nos. of pile

points including natural and artficial hard material.

m 223.28 223.28

26 Supply and install 177.8 mm øD x 10 mm thick

Grade N-80 API pipe.

m 209.37 209.37

27 Supply and install 12mm thk. M.S Stff eners welded

API pipe head by 10mm fil let weld all round c/w

400mm x 400mm x 25mm thk. M.S. top plate.

no. 318.64 318.64

28 Groutng with non-shrink cement grout Grade C30

as specified into drilled hole including excess

cement required when the grout volume exceeded

the theoretcal volume.

m3 623.91 623.91



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BIL UNIT


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UTARA

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TENGAH

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TIMURKESELURUHAN

KETERANGAN KERJA

PRECAST REINFORCED CONCRETE PILES (R.C)

Supply

30 Supply 200 x 200mm precast R.C. pile complete

with mild steel pile shoe, of 6m length.

no. 197.89 197.89



no. 329.08 329.08



no. 274.83 274.83



no. 493.80 493.80



no. 740.80 740.80

35 Supply 300 x300mm precast R.C. extension pile

complete with mild steel pile shoe, of 6m length .

no. 491.81 491.81

Handle, Pitch and Drive

36 Driving vertcal 200 x 200mm precast R.C. pile

through whatever soil other than rock.

m 9.50 9.50


through whatever soil other than rock.

m 14.00 14.00


through rock.

m 21.75 21.75


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KETERANGAN KERJA


through whatever soil than rock.

m 12.90 12.90

40 Driving raked piles to the required depth. m 11.80 11.80

Cut Off Piles

41 Cut-off 200 x 200mm precast R.C. pile to required

level including preparing pile head.

no. 41.54 41.54



no. 47.38 47.38



no. 51.33 51.33

PRECAST PRESTRESSED CONCRETE PILES

Supply

44 Supply inital pile with rock shoes (oslo) of 12 m

length.

no. 1,007.13 1,007.13

45 Supply extension pile of 6 m length. no. 482.50 482.50

Handle, Pitch and Drive

46 m 23.54 23.54

Jointng, Filling Concrete, Cut Off Piles

47 Jointng 300mm dia. of pile with bu weld all

round.

no. 45.93 45.93

300 mm diameter spun piles (class A) with a working

load of 75 tonne

Depth driven.


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BIL UNIT


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UTARA

KAWASAN

TENGAH

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TIMURKESELURUHAN

KETERANGAN KERJA

48 Filling hollow piles with concrete grade C30

including removal of materials from within the piles

before concretng.

m 80.44 80.44

49 no. 76.69 76.69

INTERLOCKING STEEL SHEET PILES

Interlocking Grade 43A steel sheet piles,

OΩ650/730-secton , at 66.6 kg/m, secton

modulus of 668 cm³/m.

50 Supply in 3 m length. m 1,173.50 1,173.50


52 Depth driven. m2 36.20 36.20

53 Supply in 9 m length, double coated. m 342.60 342.60

54 Depth driven m2 53.38 53.38

55 Cut-off piles including preparing heads. m 55.75 55.75


57 Depth driven. m2 55.00 55.00

58 Cut-off piles including preparing heads. m 70.00 70.00

CONCRETE PILES

175 mm G40 square precast reinforced concrete

piles

59 Supply inital piles with rock shoes of 12 m length. no. 321.71 321.71

Cut-off piles including preparing heads.

Interlocking Grade 43A steel sheet piles, Z secton,

at 66.1 kg/m, secton modulus of 1200 cm3/m. To

be installed at places where constructon-in-the-

wet bund construct

on type will be performed.


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BIL UNIT


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UTARA

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TENGAH

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TIMURKESELURUHAN

KETERANGAN KERJA

60 Supply extension piles of 6 m length no. 151.67 151.67

61 Depth driven including handling and pitch m 11.24 11.24


200 mm G40 square precast reinforced concrete

piles

63 Supply inital piles with rock shoes of 12 m length. no. 362.29 362.29

64 Supply extension piles of 9 m length. no. 284.14 284.14

65 Depth driven including handling and pitch m 15.40 15.40

66 Jointng with bu weld all round no. 31.94 31.94

67 Cut-off piles including preparing heads/ socket no. 33.37 33.37

250 mm square piles (class A) with a working load

of 95 tonne


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


length. (168 nos.)

no. 934.38 934.38

72 Supply extension pile of 6 m length. (168 nos.) no. 560.00 560.00

73 Depth driven including handle and pitch m 19.15 19.15


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BIL UNIT


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KETERANGAN KERJA

84 Carry out subsequent maintained load test to 2.0

tmes of maximum working load 800 kN in

accordance with the specificaton.

no. 12,845.00 12,845.00




no. 16,920.00 16,920.00




no. 15,375.00 15,375.00




no. 45,000.00 45,000.00




no. 50,000.00 50,000.00

89 Carry out integrity test using sonic logging method

in accordance with the specificaton.

no. 2,306.00 2,306.00

90 Maintained load working test pile up to twice

working load of 30 tons (300mm precast reinforced

concrete piles).

no. 11,000.00 11,000.00

91 Provide a complete set of 5 piling driving and load

test report.

no. 190.00 190.00


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KETERANGAN KERJA

74 Jointng with bu weld all round no. 23.50 23.50

75 Cut-off piles including preparing heads/socket. no. 35.00 35.00

PILE TESTS

76 Carry out pile driving analyser (PDA) in accordance

with the specificaton.

no. 1,815.66 2,044.16 1,929.91

77 Carry out pile integrity test using impulse response

method in accordance with the specificaton.

no. 1,169.32 1,178.33 1,173.82

78 Carry out inital maintained load test maximum

load 600kn in accordance with the specificaton.

no. 13,400.00 13,400.00

79 Carry out inital maintained load test to 2.0 tmes of

maximum working load 800kN in accordance with

the specificaton.

no. 17,300.00 17,300.00



the specificaton.

no. 21,000.00 21,000.00

81 Carry o ut inital maintained load test to 2.0 tmes of


the specificaton.

no. 29,505.00 29,505.00


maximum working load 4400knN in accordance

with the specificaton.

no. 75,000.00 75,000.00



the specificaton.

no. 80,000.00 80,000.00


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3.3.8: CONCRETE WORK (CLASS I)

IN SITU CONCRETE DESIGNED MIX

Concrete Grade: C15

1 50 mm thick lean concrete m2 10.79 13.89 12.34

2 75 mm thick lean concrete m2 17.02 16.99 17.01

3 100 mm thick lean concrete m2 17.45 17.45

Concrete Grade: C30

4 Reinforced concrete base m3 286.71 311.11 298.91

5 Reinforced concrete footngs m3 287.05 287.05

6 Reinforced concrete slab m3 285.33 285.33

7 Reinforced concrete columns m3 288.30 288.30

8 Reinforced concrete of beam m3 288.09 311.11 299.60

9 Reinforced concrete walls m3 283.31 311.11 297.21

10 Supply and lay reinforced concrete floor slab

225mm thick Grade 30 at channel bed of all

necessary formwork as shown in the drawings or as

directed by S.O.

m2 64.20 64.20

Concrete Lining

11 Supply and lay concrete slab 200mm thick Grade

30 at channel slope and bed as shown in the

drawings or as directed by S.O.

m2 61.78 61.78

12 Reinforced concrete for water control gate base

structure.

m3 303.59 303.59

13 Reinforced concrete for wall water control gate

structure.

m3 302.73 302.73

14 Reinforced concrete for wall structure. m3 305.45 305.45

Concrete Grade: C35



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15 m3 298.66 323.36 311.01

16 m3 298.66 323.36 311.01

17 m3 298.66 298.66

18 m3 298.66 298.66

19 m3 298.66 298.66

20 m3 298.66 298.66

21 Reinforced concrete foundaton & Abutments. m3 338.64 338.64

22 Reinforced concrete piers & cross beams. m3 338.64 338.64

High Performnce Concrete Grade 40/20 for

23 Deck Slab m3 338.64 338.64

24 Diaphragms m3 338.64 338.64

25 RC approach Slab m3 338.64 338.64

PRECAST CONCRETE

Prestressed post-tensioned beams

26 Supply, loading, unloading in castng yard, transport

and launching 16.0m long high permonce concrete

Pre-tensioned Prestressed M-Beams including

strands, prestressing, groutng and anchorage all in

accordance with the Specificaton and as shown in

the Drawing.

no. 31,500.00 31,500.00

Key Wall

Concrete Grade: C40

Concrete Grade: C35A

Base

Wall

Buress Wall

Column

Beam and Slab for Driveway


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Precast concrete parapets (1.2m) with High

performance

27 Precast concrete parapets (1.2m) with concrete

grade 40 including reinforcement, anchorage,

hooks etc. with ribbed finish as per Drawing.

no. 404.44 404.44

Concrete Interlocking Blockmat VIP LINER

28 Supply and lay precast interlocking concrete

blockmat 600mm thick VIP LINER or equivalent as

shown in the drawings or as directed by S.O.

m2 178.98 178.98

Electrical Fitng Trenches cover

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

thick

m 66.45 66.45

FORMWORK

30 Class F1 : Rough finish m2 31.93 30.92 31.42

31 Class F2 : Fair finish m2 33.57 34.86 34.21

32 Class F3 : Smoothfinish m2 32.91 32.91

REINFORCEMENT

Mild Steel Bars

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


High Tensile Bars


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



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High Tensile Steel Fabric

42 High tensile steel fabric – mesh A393 (A10), 6.16

kg/m2.

m2 20.44 20.44

Fabric of Other Stated Material

43 Supply and installed BRC A10 m2 19.07 19.07

CONCRETE ANCILLARIES

Joints

44 m 93.84 93.84

45 Constructon joint, 500mm wide. m 97.22 97.22

Contracton joint

46 Concrete Contracton joint (at every 10m) m 52.82 52.82

Expansion joints

47 Expansion joints. Rate to include 25 mm thick resin

bonded cork filler .

m 128.03 128.70 128.37

48 Concrete Expansion joint ( at max. 30m) m 53.50 53.50

49 Form Expansion joints at Abutment wall & deck

slab.

m 122.86 122.86

Waterstop

50 230 mm wide rubber waterstop including cung

and jointng of waterstops and provision of special

fings at angles and junctons.

m 87.19 92.48 89.83

Constructon joint.


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ANCILLARY WORK FOR WATER RETAINING

STRUCTURES

Water Proofing Admixtures

Asphalt

51 One layer of 20 mm thick asphalt laid on sloping

surface area at raf foundaton

m2 23.20 23.20

52 One layer of 5 mm thick waterproofing membrane

laid on sloping flat roof surface area.

m2 46.91 46.91

53 m2 34.33 34.33Supply and install 300 wide x 1.5mm thk

waterproofing membrane.


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3.3.9: BRICKWORK, BLOCKWORK & MASONRY (CLASS J)

BRICKWORK

1 m2 75.91 80.24 78.07

2 110 mm thick common brickwork laid in stretcher

bond, jointed in 1:3 cement mortar for vertcal

straight walls.

m2 41.15 41.15

MISCELLANEOUS WORK

Ancillaries

3 Damp proof courses; to BS 743 Type D. m2 12.64 12.64

230 mm thick brickwork laid in stretcher bond,

jointed in 1:3 cement mortar for vertcal straight

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3.3.10: TIMBER WORK (CLASS K)

Hand railing

1 1150mm High (overall) of Cengal Wood handrailing

to approved paern and varnish to tmber

including all necessary bend, joints, accessories etc.

and all as per detail drawings.

m 360.27 360.27

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3.3.11: METALWORK (CLASS L)

1 Galvanised iron railing with post and handrail at

parapets complete with and including 16mm

diameter galvanised mild steel bolt bent to 'U'

shape with nuts and washers and two coats of

bituminous paint on base of post as shown in the

Drawing.

m 172.50 172.50

2 Safety Handrail on top of Flood channel Wall as per

detail Drawing.

m 240.00 160.83 200.42

3 Supply and fix in place 25mm diameter galvanized

iron Cat Ladder or G.I. Rung for access to river edge

all in accordance with details in Drawings and/or

as directed by the S.O.

no. 1,190.00 1,190.00

4 Galvanised mild steel ladders; 75 diameter x 12mm

thk. Hot Dip Galvernised G.I stringer with 20 mm

diameter steel rungs at 300 mm centres. Rate to

include full assemblies as shown in Drawing.

no. 3,375.00 3,375.00

5 Supply, fabricate and install of 2m x 2.2m Trash

Screen (Hot Dip Galvanised M.S. Steel Gratng) for

trash screen structure as shown in drawing no.

RTBSL3/RPM/C/ DD/03.

no. 5,759.00 5,759.00

6 Galvanised mild steel gratng cover for [100 kN

load] for sump.

no. 4,520.00 4,520.00

7 Galvanised mild steel gratng cover for [100 kN

load]for pump house.

no. 4,920.00 4,920.00

8 Galvanised mild steel ladders; [70 x 70 x 10 mm

thick x 10.3 kg/m stringer 400 mm] apart, with [25

mm] diameter steel rungs at [300 mm] centres.

Rate to include full assemblies.

m 229.00 229.00

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3.3.11: METALWORK (CLASS L)

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9 Supply and fix in place 900mm high galvanized iron

posts to Pump Sump Wall including railing,

accessories, etc. all in accordance with details in

Drawings and/or as directed by the S.O.

m 255.00 255.00

10 Supply and installed 5mm thick aluminium stck

gauge including all markings, leering and bolts

and nuts as shown in the drawing

no. 967.10 967.10

11 0.6m long. 25mm diameter Galvanised Dowel Bars

at Pier complete with rubber dowel cap.

no. 31.18 31.18

12 Supply and Install Cat Ladder m 504.00 504.00

13 16mm diameter Galvanised steel Anchor at

approach slab with spacing 300mm c/c.

no. 45.64 45.64

14 Supply and install mild steel grill for window and

door.

m2 211.59 211.59


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3.3.12: BUILDING WORK (CLASS M)

ROOFING WORK

Roof Structure

1 Proprietary roofing system shall be deemed to be

roofing system and components to be design by

contractor (Metal Roof Truss system).

Approximate area of 45 m2.

Item 5,469.79 5,469.79

2 200mm x 25mm Thick wrought pressure-treated

Group 'B' tmber as described fascia board

including one (1) undercoat and two (2) finishing

coats of gloss enamel paint as described.

m 31.66 31.66

3 200mm x 15mm Thick wrought pressure-treated

Group 'B' tmber as described gable end including

one (1) undercoat and two (2) finishing coats of

gloss enamel paint as described.

m2 70.00 70.00

Roof Covering

4 Interlocking concrete roofing tles laid to 25degrees to the horizontal as shown in Drawing

including preparing surfaces, forming joints,

overlaps, mitres, angles, fillets, built-up edges,

and laying to falls or cambers, cung, notching,

bending, and bedding.

m2 49.00 49.00

5 Approved 'Monier' sunburn red concrete roof tles

at 25 degree laid to pitch roofing structure

(measured separately) and jointed strictly in

accordance with manufacturer's instructons and

including all necessary apex tles, ridge, hip, valley

and end caps jointed in waterproofing coloured

cement mortar (1:3) as described (measure flat on

plan)

m2 50.44 50.44

6 Roofing 25mm thk polycarbonate flat sheet laid at

14° Degree to the horizontal as shown in the

Drawing No DNA/RS/12/ 053/PP/PS/HO/18

m2 262.50 262.50

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Insulaton

7 50 mm thick fiberglass insulaton including

preparing surfaces, forming joints, overlaps,

mitres, angles, fillets, built-up edges, and laying to

falls or cambers, cung, notching, bending and

bedding.

m2 16.82 16.82

8 Double sided 'Delta Foil' or other equivalent m2 8.85 8.85

9 50mm Thick fibre glass wool insulaton laid on

roof trusses and including chicken wire mesh

m2 10.85 10.85

Guers and Downpipes

10 100 mm diameter uPVC rain water down pipes. m 36.84 36.84

11 100 mm diameter uPVC elbow for rain water

down pipes.

no. 35.91 35.91

WINDOWS AND DOORS

DOORS

Timber

12 Single leaf solid tmber door 900 mm × 2100 mm

type waterproofing as supplied by manufacturer

as shown in Drawing No. ETTKT/RPM/A/CH1/02

no. 599.68 599.68

13 Supply and install 950mm x 2100mm x 40mm

thick single leaf internal laminated flush door

panel with 1.0mm thick GI Frames and approved

ironmongery, jointng materials and other

accessories and including approved tmber and

metal paintfi

nish to all exposed surfaces.

no. 621.61 621.61


thick single leaf internal laminated flush door




metal paint finish to all exposed surfaces.

no. 540.96 540.96


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thick single leaf solid hardwood (Grade B) door




metal paint finish to all exposed surfaces.

no. 686.73 686.73

16 Single leaf plywoodflush door type flush door. no. 342.73 342.73

17 Grade A, 2100 mm x 900 mm tmber doors

frames.

no. 437.27 437.27

Metal

18 Supply and install 2500 mm x 2500 mm manual

roller shuer door complete with rollers, guide,

pelmet, and locks; as shown in Drawing.

no. 3,827.27 3,827.27

19 Supply and install 2500 mm x 1750 mm manual

roller shuer door complete with rollers, guide,

pelmet, and locks; as shown in Drawing.

no. 2,968.18 2,968.18

20 Natural anodised aluminium door frames 2100

mm × 1700 mm as shown in Drawing.

No. 738.20 738.20

Windows

21 Natural anodised aluminium side hung casement

window 1800 mm × 1650 mm complete with 6

mm thick clear float glass as shown in Drawing

No. ETTKT/RPM/A/CH1/02

No. 753.09 753.09

22 Natural anodised aluminium frame to suit size

2100 mm × 1700 mm as shown in Drawing

ETTKT/RPM/A/CH1/02

No. 979.03 979.03


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Ironmongeries

31 Pair of stainless steel hinges;75 mm x 50 mm. no. 40.27 40.27

32 Pair of stainless steel bu hinges;100 mm x 75

mm.

no. 38.55 38.55

33 Cylindrical knobset with stainless steelfinish. no. 96.82 96.82

34 Half deadbolt. no. 33.11 33.11

35 Door closers, 140 mm x 22 mm no. 139.55 139.55

FINISHES

Floor Finishes

36 Homogeneous t les 300 mm × 300 mm × 7.6 mm

including cement mortar screed.

m2 71.96 71.96

37 25 mm thick cement and sand pavings tofloor. m2 18.83 17.91 18.37

38 25 mm thick cement and sand pavings 1:3 to

apron.

m2 17.45 17.45

39 Supply and apply sand pebble wash as finising for

exposed surface with Architect's Specificatons.

m2 95.20 95.20

Wall Finishes

40 19mm thick cement and sand (1:6) mixed with

and approved plastciser with wooden float at

plainface walls, beams, columns and the likes.

m2 16.42 16.42

41 Glazed wall tles tles; 200mm x 200mm x 8.5 mm

thick including cement mortar screed for toilet

and shower slab finishes.

m2 72.04 72.04


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Supply and fix the following in approved brown

anodised aluminium casement windows and

frames fabricated from extruded secton, glazed

with and including 5mm thick clear glass with

glazing gasket complete with all necessary

ironmongeries and other accessories including

building in or cung and priming, bedding frames

in cement mortar (1:3) and pointed internally with

an approved tropical mastc and externally with

and approved silicon sealant caulking accordance

with manufacturer's instructon etc.

23 1800mm x 1200mm High (overall size) fixed glass

window comprise of 2 Nos x 900mm x 1200mm

High equal panel c/w opening as per drawings.

no. 640.47 640.47

24 1200mm x 1200mm High (overall size) casement


High equal panel.

no. 407.66 407.66

25 1200mm x 600mm High (overall size) top hung


High equal panel.

no. 281.29 281.29

26 600mm x 600mm High (overall size) top hung

window.

no. 169.62 169.62

27 1150 mm x 1800 mm natural anodised aluminium

side hung casement window complete with 6 mm

thick clear float glass as shown in Drawing.

no. 696.35 696.35

28 Grade A tmber windows; 500 mm x 600 mm

fied with standard sill and complete with 6 mm

thick float glass louvers and 10 mm security bar as

shown in Drawing.

no. 191.45 191.45

29 Grade A tmber windows; 1150 mm x 1800 mm

fied with standard sill and complete with 6 mm

thick clear float glass side hung casement window.

no. 677.21 677.21

30 Supply and fix ant-vermin neng on outside to

window.

no. 169.88 117.27 143.58


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42 Approved glazed ceramic wall and floor tles

including border tles as described bedded, jointed

and pointed in match coloured cement lining on

20mm Thick cement and sand (1:3) screed and

laid in approved paern as described all as per

S.O's satsfacton.

m2 83.05 83.05

43 Non-slip ceramic tles; 200mm x 200mm x 7 mm

thick including cement mortar screed for toiletwall finishes.

m2 68.40 68.40

44 Artficial tmber wall cladding (Shera splendid wall

plank or equivalent) fix to external wall including

framing, all accordance to manufacturers detail.

m2 131.20 131.20

Ceiling Finishes

45 600mm x 1200mm x 3.2mm Thick 'UAC' superflex

or other equal and approved suspended non

asbestos sheet not exceeding 3.50m including

light through, at necessary joints ant up lif insert

rod on tmber frame fixed in accordance to

manufacturer's instructons all as per S.O'ssatsfacton.

m2 46.75 46.75

PLUMBING WORK

Cold Water Plumbing System

46 Cold water plumbing system as shown

schematcally in Drawing and including all fings,

stop-cocks, basin and taps.

Item 7,809.10 7,809.10

Water Storage Tank

47 1500 litres HDPE water storage tank as per

Specificaton for Water Supply Plumbing, Sanitary,

& Rainwater Goods Installaton and includingsupportng frame.

no. 1,703.63 1,703.63

48 150 gallons Polytank c/w support and all

accessories

Set 1,040.21 1,040.21

Sanitary Plumbing System

49 Sanitary plumbing system as per specificaton and

including all fings.

Item 7,717.27 7,717.27


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Sanitary Appliances

Supply and fix the following 'Inax' or other equal

and approved sanitary fings and accessories

including storing, assembling, bedding, plugging

and screwing with matching screws, cung and

pinning or building in pinning or building in

brackets, jointng and connectng to services and

to soil and waste pipes and making and makinggood all works disturbed all as per manufacturer's

specificatons :-

50 Pedestal water closet with 'P' or 'S' trap complete

with seat cover and top inlet 6 litres manual flush

valve and all other necessary accessories

no. 779.69 779.69

51 Back inlet squang water closet complete with

high level UPVC cistern and pull chain, concealed

'P' or 'S' trap, fing, flush pipe, fixing bracket for

cistern and all other accessories

no. 479.58 479.58

52 Padestal water closet with low tank for wheel

chair users (OKU) with 'P' or 'S' trap complete with

seat cover and top inlet 6 litres manual flush

valve, handicapped grab bar and all other

necessary accessories for OKU

no. 925.75 925.75

53 Wash hand basin (wall hung) with lever handle

pillar tap and all necessary accessories to S.O's

approval

no. 293.72 293.72

54 Semi-recessed wash hand basin c/w pillar tap and

all necessary accessories to S.O's approval

no. 242.27 242.27

55 Stainless steel floor trap with approved

waterproof compound cement grout as per

manufacturer's specificatons

no. 47.53 47.53

56 Chrome plated bib tap (DOE or equivalent) no. 58.82 58.82


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57 Water closets; Claytan 404 or approved

equivalent 6-litre single flush side lever, boom

inlet overflow cistern with flapper valve internal

fings including medium duty plastc seat and

cover.

no. 450.00 450.00

Septc Tank

58 Design, supply, deliver, unload, install andconstruct septc tank of 5 PE, all as per

manufacturer's specificaton including piling

works, reinforced concrete structure, finishes,

mechanical and electrical works, plumbing,

external works within compound and testng

commissioning, spare parts, final inspecton

chamber etc. all as per manufacturer's

specificatons and approved by JPP (contractor

shall submit detail drawings and specificatons for

approval and pay all fee in relaton therewith)(

Deemed to include stand pipe )

Item 3,600.77 3,600.77

59 Septc tank for five populaton equivalent (5 PE)with a minimum of 24 hours of hydraulic

retenton tme and a dual size aggregate down

flow filter media including foundaton, excavaton,

upholding sides of excavaton, bedding,

installaton,backfilling and all other related works

where expressly required.

no. 7,363.64 7,363.64


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TNB SUB-STATION

60 Construct and complete TNB Substaton of overall

size of 7.7m (L) x 5.1 m(W) x 4m (H) generally of

reinforced concrete foundatons, slab, ramp and

apron on hardcore, reinforced concrete frame and

RC flat roof and guer, brickwall with plaster and

paint externally and internally, paintn g t o off

form ceiling and beam, plywood flush door, FRP

louvered doors and windows with ant-vermin

neng, approved waterproofing system to RC flat

roof and guer,ant-termite /pest control, UPVC

downpipes with cement render floor finished with

and including all necessary e xcavaton,

reinforcements, formwork, hardware, paintng

and supply and fix of sanitary wares and fings as

per Drawings and Specificatons.(excluding piling

works)

no. 69,100.00 69,100.00

PLANT SWITCH ROOM

61 Construct and complete Control House overallsize of 8.65 m (L) x 4.0 m(W) x 4m (H) constructed

generally of reinforced concrete foundatons, slab,

ramp and apron on hardcore, reinforced concrete

frame an

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