jadual purata kadar harga 2014 - sampel …kontrak.water.gov.my/division/qs/mkos2014/buku...

JADUAL PURATA KADAR HARGA2014

JABATAN PENGAIRAN DAN SALIRAN,MALAYSIA

BAHAGIAN PERKARA MUKASURAT

1.0 Pendahuluan Dan Panduan Pengunaan 1 - 3

2.0 Kos Kerja-Kerja Am (General Items) 42.1 Tujuan Dan Definisi2.2 Bentuk Maklumat Dan Pembahagian

2.2.1 5

2.2.2 6 - 7

3.0 Kos Item-Item Kerja 83.1 Tujuan3.2 Bentuk Maklumat3.3 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 DaripadaKos Kerja Pembina

Peratusan Kos Terperinci Kerja Am DaripadaKos Kerja Pembina

JADUAL PURATAKADAR HARGA 2014

PENDAHULUAN DANPANDUAN PENGGUNA


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 maklumatberkenaan dengan kos bagi melaksanakan kerja-kerja JabatanPengairan dan Saliran. Maklumat-maklumat kos ini boleh digunakansebagi panduan untuk menyediakan anggaran kos, membuatpelarasan kadar harga atau untuk tujuan perundingan kadar harga.

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

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

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2

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 ditenderdalam tahun 2014 dan ditutup di Ibu Pejabat Jabatan Pengairan DanSaliran Malaysia.

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

Kadar harga diambil daripada dokumen tender yang disediakanberasaskan kepada senarai kuantiti.

Data-data bagi item yang serupa dikumpulkan dan dijadikan dalambentuk purata. Data-data yang terlalu tinggi atau rendah tidakdiambilkira.


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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 panduansahaja.

Pengguna hendaklah menggunakan budibicara bagi memilih kosyang bersesuaian dengan berdasarkan kepada;

Cara pengukuran bagi projek yang akan dilaksanakan

Melalui penganalisaan tersebut adalah didapati wujudnyaketidakseragaman di dalam penyediaan dokumen tender/tawaran,samada dari segi pengukuran kuantiti dan keterangan kerja bagibeberapa item kerja. Sehubungan dengan itu, item-item yangserupa/hampir serupa telah dikumpulkan bersekali dan dikira dalambentuk purata. Pertimbangan tidak diberikan sekiranya carapengukuran berbeza walaupun ia adalah item kerja yang sama.

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

Purata keseluruhan adalah berdasarkan kepada nilai purata bagisemua kawasan.


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 penganalisaanke atas kos bagi setiap 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 melaksanakankerja-kerja di bawah kategori 'Kerja-kerja Am' (General Items). Terdapat sesetengahdokumen yang menamakan bahagian ini sebagai 'Preliminaries', 'Kerja Awalan'ataupun 'Kerja-kerja Pendahuluan'.

Maklumat bagi bahagian ini diberikan dalam bentuk peratusan dan dibahagikankepada dua bahagian seperti berikut:-

Maklumat bagi kos keseluruhan adalah berdasarkan kepadapenganalisaan ke atas kos keseluruhan bagi Kerja-kerja Am (GeneralItems).

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

Kos Kerja Am (General Items)

Cara pengiraan peratusan:

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


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

UTARA TENGAH TIMUR KESELURUHANBIL NILAI TENDER UNIT PURATA PURATA PURATA PURATA

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

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

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

3 Melebihi 20 juta 3.05 3.55 3.44 3.35


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

UTARA TENGAH TIMUR KESELURUHANBIL KETERANGAN KERJA UNIT PURATA PURATA PURATA PURATA

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

A Contractual Requirement

1 Contractor's All Risk 0.31 0.30 0.19 0.27- Insurance Of Works- Public Liability Insurance

2 Performance Bond 0.28 0.33 0.15 0.25

3 Perkeso / SOCSO 0.06 0.10 0.04 0.07

4 Compliance with laws, regulations and all relevant authorities

- - 0.27 0.27

B Engineer / SO / PD's Requirement

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

2 Establishment, Maintenance & Removal Of SO's SiteOffice

- - 0.15 0.15

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

4 Laboratory Equipment - - - -

5 Pre & Post Survey - - - -

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

7 Progress Photographs - - - -

8 Progress Report - 0.01 0.03 0.02

9 Project Signboard 0.04 0.06 0.01 0.04

10 Survey Works - 0.32 0.30 0.31


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

UTARA TENGAH TIMUR KESELURUHANBIL KETERANGAN KERJA UNIT PURATA PURATA PURATA PURATA

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

11 Surveying Equipment 0.10 0.05 0.04 0.06

12 Testing & Sampling 0.03 - - 0.03

13 Work Programme 0.03 0.15 - 0.09

C Contractor's Requirement

1 Clearing & Cleaning Up Upon Completion - 0.07 - 0.07

2 Establishment, Maintenance & Removal OfContractor's Site Office

- 0.22 - 0.22

3 Establishment, Maintenance & Removal OfContractor's Office, Workmen Accommodation, Storeetc

- - - -

4 Establishment, Maintenance & Removal Of WorkmenAccommodation

- - - -

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


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 seperti berikut:-

3.3.1 Environmental Protection and Enhancement (CLASS B)3.3.2 Traffic Management And Control (CLASS C)3.3.3 Site Investigation Work (CLASS D)3.3.4 Demolition & Site Clearance (CLASS E)3.3.5 Earthworks (CLASS F)3.3.63.3.7 Piling Work (CLASS H)3.3.83.3.9 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)3.3.133.3.14 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 dandibahagikan mengikut klasifikasi kerja sebagaimana ditetapkan di dalamMyCESMM (Malaysian Civil Engineering Standard Method Of Measurement).

Geotechnical Work (CLASS G)

Concrete Work (CLASS I)

Painting Work (CLASS N)


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3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)

ENVIRONMENTAL MANAGEMENT PLAN (EMP)

1 Preparation of environmental management plan tothe approval of the S.O. which shall include erosionand sediment control plan (ESCP), noise, air andwater quality monitoring and compliance withrequirements of the local Authorities'.

Item 18,083.03 15,100.00 16,591.52

2 Appointment of certified professional in ESCPofficer along the duration of the contract.

mth 2,100.00 2,100.00

EROSION AND SEDIMENT CONTROL PLAN (ESCP)

3 Construction and maintenance of ESCP andenvironmental monitoring facilities and includingimplementation of the environmental managemantplan and making good upon completion of theworks.

Item 41,110.93 32,350.00 36,730.46

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

m 20.36 20.36

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

no. 32.80 32.80

Maintenance

Items for maintenance of silt fence and sand bagsshall be deemed to include disposal of accumulateddebris, sediment and silt to approved site, unlessotherwise stated.

6 Silt fence. Item 3,954.55 3,954.55

7 Sand bag. Item 3,831.83 3,831.83

BIL UNITPURATA KADAR HARGA 2014 (RM)

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHANKETERANGAN KERJA

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WATER QUALITY CONTROL AND MONITORING

8 Mechanical Mobile Silt Trap for online river storageworks to comply with Standard (A/B) of theEnvironmental Quality Act. Rate should be includechemicals supply, operation and maintenance uponcompletion of work.

no. 39,727.27 39,727.27

Water Quality Sampling and In situ TestingWater quality sampling and monitoring byaccredited laboratory on a monthly basis at thedischarge outlet of active treatment system tocomply with the requirements of Standard (A/B) ofthe Environmental Quality Act for the followingparameters.

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 andprovide washing pit upon the completion of worksas per specification and as shown in drawing.

Item 15,863.64 15,863.64

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WASTE MANAGEMENT

14 Construction solid waste as per Specification clause1.5.2. (General Specification) Rate to includeprovision of collection bins, temporary storagearea, and disposal to approved site.

Item 9,931.80 9,931.80

ENVIRONMENTAL REPORT

15 Sampling, laboratory testing, monitoring andsubmission of monthly reports for water quality, airquality, noise and vibration control, wastemanagement and health.

mth 2,070.19 2,070.19

16 Environmental monitoring report in 5 (five) sets ona monthly basis for the TSS content at thedischarge outlet of the Active Treatment System.

Item 5,336.37 5,336.37

17 Environmental audit report on a annual basis in fivesets.

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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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 UNITPURATA KADAR HARGA 2014 (RM)

KAWASAN UTARA

KAWASAN TENGAH

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KESELURUHAN

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3.3.3: SITE INVESTIGATION WORK (CLASS D)

TESTING

1 To carry out Field Density Test & Moisture ContentTest in accordance to BS 1377 on each 300mmlayer of compacted earth using sand replacementmethod. Rate shall include sampling, materialtesting & reporting. The test results falling belowthe specified value will not be paid.

no. 153.85 153.85

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

no. 242.77 242.77


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3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)

BIL UNIT

PURATA KADAR HARGA 2014 (RM)

KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR


BUILDING / STUCTURES / PIPELINES

Demolition and removal from worksite and disposeoff site to contractor's own dumping ground ofexisting structures and obstructions.

8 House or buildingi) 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 Demolition of existing RC concrete bridge 15mlength 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 demolitionand 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 includingheadwall and wingwall 350m long x 5m wide x0.75m 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 existingbridge including their foundation)

no. 15,000.00 15,000.00

19 Existing Concrete Drain. m 10.00 10.00

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3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)

GENERAL CLEARANCE

Clearing and stripping off top layer of spillway

foundation and other related works.

1 Site clearance to areas within the boundary of

works inclusive of cutting down all trees

irrespective of sizes, undergrowth bushes, shrubs,

tall grass etc grubbing up roots stumps, and

disposal of all debris away from site.

ha 3,114.80 3,114.80

2 General clearance to primary forest includingremoval of trees and stumps, undergrowth, shrubs,roots, and the likes. All trees of 0.5 m girth andabove 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 floating,submerged or at the bed of the water body.

ha 3,500.00 5,522.73 4,511.36

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

TREES

Cutting down and dispose of trees having a girth of

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

6 b) 1-2m no. 93.00 93.00

7 c) 2-3m no. 217.00 217.00

BIL UNIT


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KAWASAN TIMUR


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3.3.5: EARTHWORKS (CLASS F)

EXCAVATION

Cut to Fill

Excavation in cut shall be deemed to includetrimming and preparation of excavated surface andtransportation from source to place of fill.

1 Excavate in earth material from original groundlevel to form embankment within the site to finishlevel of RL+13.00m.

m3 4.97 4.97

2 m3 5.70 5.70

3 m3 5.70 5.70

4 Excavate from existing ground level withinproposed channel/river reserve or project area toconstruct diversion channel to the alignment,levels, width and slopes as shown in the Contractplan and stockpile suitable excavated material forthe construction of river bund.

m3 2.88 2.88

5 Excavate and dispose off site the surplus orunsuitable excavated material to contractor's owndump site. Contractor to get approval fromrelevant athorities and S.O for dump site.

m3 15.80 15.80

6 Excavate in rock material by controlled blastingincluding dispose to stock pile area, loading andunloading of rocks.

m3 22.30 22.30


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KESELURUHANKETERANGAN KERJA UNITBIL

Excavate in earth material from original ground levelto form Collector Drain.

Excavation and trimming of existing river slopes (infront of anchored sheet pile at river edge) torequired bed levels as per construction drawings oras directed by the S.O.

Cut and Dispose

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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 channelwithout the use of explosive and dispose off sitethe excavated rock to contractor's own dump site.

m3 20.15 20.15

10 Excavation in cut shall be deemed to includetrimming and preparation of excavated surface andtransportation from source to place of fill ordisposal.

m3 10.41 8.05 9.23

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

m3 6.00 8.05 7.02

12 Ditto; Excavate in earth material commencing fromRL +29.0m to 27.0m to construct Side Spillwayapproved by S.O.

m3 8.74 8.74

13 Ditto; Excavate in earth material dispose to thedesignated dumping area within 6 km approved bythe S.O./Engineer.

m3 9.16 9.16

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

m3 4.79 4.79

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

m3 5.19 5.19

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

m3 5.77 5.77

17 Excavate in earth material commencing fromexisting level (approx. 35.79m - 40.61m) toproposed 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 fromexisting level (approx. 39.24m - 40.56m) toproposed design level (approx. 32.04m - 32.09m)not exceeding 9m to disposal site approved by theS.O.

m3 13.45 13.45

19 Excavate in earth material for pile caps andabutments 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 levelas specified.

m3 8.41 8.41

22 m3 8.92 8.92

23 Excavate in unsuitable material to construct the logboom.

m3 9.09 9.09

24 Excavate in unsuitable material to disposal siteapproved by the S.O/Engineer.

m3 10.82 10.82

25 Excavate in unsuitable material to construct theButtress wall.

m3 9.62 9.62

Excavate in earth material to construct the Buttress wall.

Excavate in earth material to construct the log boom.

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26 Excavation for foundation shall include upholdingsides of excavation, preparation of excavatedsurface, additional excavation to provide workingspace and removal of dead services.

m3 8.59 8.59

FILLING

27 Using suitable excavated material to form riverbank to level RL+13.00m including formation ofbenches.

m3 5.52 5.52

28 m3 3.60 3.60

29 m3 22.60 22.60

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

m3 24.56 24.56

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

m3 21.47 21.47

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

m3 20.85 20.85

Import material from Contactor's own source withgrading limits as per Specification to filling (1mdepth) to form embankments & access roads atback of Steel Sheet Pile Walls including formation ofbenches.

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

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33 Imported material from Contractor's own sourcewith grading limits as per Specification (CrusherRun) for U drain foundation as indicated.

m3 62.13 62.13

34 Imported material from Contractor's own sourcewith grading limit as per Specification (Rip Rap) foruse as slope protection for bund.

m3 73.63 73.63

35 Imported material from Contactor's own sourceapproved by the S.O.

m3 19.45 19.45

36 Imported sand as backfill material to a depth ofmaximum 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 (mediumfilter) 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 layersimported granular backfill behind abutments andunder 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 asbedding.

m2 6.65 6.65

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45 m2 1.22 1.22

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

m2 1.50 1.50

47 Ditto - imported top soil. m2 4.97 4.97

Concrete Interlocking Blockmat VIP LINER48 Supply and lay 50 to 100 mm diameter underlayer

stones of VIP LINER or as directed by S.O. m3 71.15 71.15

FILLING ANCILLARIES

49 Provision and placement of Geotextile PolyfeltTS65 or approved equivalent/as per manufacturer'sspecification.

m2 8.39 8.39

GeotextileSupply and lay geotextile type :

50 -TS 50 or equivalent m2 7.32 7.3251 -F68 or equivalent. m2 10.08 10.08

52 Supply and lay non woven geotextile TS-50 orequivalent.

m2 6.62 6.62

53 Supply and lay MXC 50 non woven geotextiles orequivalent. .

m2 5.07 5.07

54 m2 7.32 7.32

55 Supply and Lay geotextile at toe as separator TypeTS50 or equivalent.

m2 4.86 4.86

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

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

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Cemented Rubble Pitching

56 Supply and lay cemented rubble pitching 300 mmthick along river channel including all necessaryweepholes and filter aggregates.

m2 74.62 74.62

57 Continous polypropylene filament, non-wovengeotextile with tensile strength of 19 kN/m,effective opening size of 0.09 mm and nominalmass of 250 g/m2 as per Specification.

m2 5.81 5.81

LANDSCAPING

Items for landscaping shall be deemed to includedigging, planting media, bedding, stalking,protection, watering, weeding, required fertilising,

58 Spot turfing to flat areas. m2 3.40 3.40

59 Supply and lay spot turfing. m2 4.42 4.42

60 Supply, spread evenly 50mm top soil and spotturfing.

m2 5.47 5.47

61 Close turfing to slopes including pegging down withstakes.

m2 4.92 4.28 4.60

62 m2 4.68 4.68

63 To supply, spread and lay close turfing inclusive ofall necessary pegging, soil watering, weeding andtending until establishment, all as prescribed toslope.

m2 5.27 5.27

64 Ditto - spot turfing at an angle exceeding 10 degreeto the horizontal.

m2 3.16 3.16

65 Ditto - spot turfing at an angle not exceeding 10degree 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 Specification Clause 12007 tothe slopping area approved by S.O.

m2 4.53 4.53

Turf Reinforcement Mat (TRM)

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

m2 12.64 12.64

68 Hydroseeding with selected grass species as specifyin the specification or as approve by S.O andinclusive of approved fertilizer, necessary soilwatering, weeding and tending until establishment,all as prescribed to slope.

m2 4.03 4.03

69 Supply and Install Galvanised Mild Steel Staple pinsize R12- 600 mm as shown in the drawing or asdirected by S.O.

no. 2.88 2.88

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

TREE71 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, TrunkDiameter 50mm - 65mm.

no. 337.36 337.36

73 Syzygium cumini (Salam) O.H. 4.0m, TrunkDiameter 50mm - 65mm.

no. 326.90 326.90

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

no. 343.72 343.72

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

no. 332.72 332.72

76 Delonix regia (Flamboyant) O.H. 4.0m, TrunkDiameter 50mm - 65mm.

no. 348.63 348.63

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

SHRUB79 Orthosiphon stamineus (Misai Kucing) O.H. 0.3m,

Planting distance 300mm.no. 5.77 5.77

80 Calathea lutea (Pampano) O.H. 0.6m, Plantingdistance 300mm.

no. 7.04 7.04

81 Acalypha siamensis (Wild Tea) O.H. 0.6m, Plantingdistance 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 allexcavated materials to contractor's own dump site.

82 Tree ( 1.0m x 1.0m x 1.0m) no. 16.45 16.4583 Shrubs (0.3m x 0.3m x 0.3m) no. 2.61 2.61

TOPSOIL MIXTURE

To supply all labours, equipment, tools,transport,etc. and spread approved soil mixture (ratio3:2:1)(Topsoil: Organic fertilizer : sand) to fill excavatedholes.

84 Tree ( 1.0m x 1.0m x 1.0m) m3 39.81 39.8185 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 ties for all planted treesaccording to planting specification. All the stakingshall peproper tight to the new planted trees to L.Aapproval; The stakes shall be painted with greencolour for protection.

86 Trees no. 20.27 20.27

MULCHING

Supply, deliver and lay minimum 50mm thick cocofiber around the planted plants as stated inplanting plan and directed by S.O./ LandscapeArchitect.

87 Trees no. 7.90 7.9088 Shrubs no. 2.95 2.95

27


3.3.6 : GEOTECHNICAL WORK (CLASS G)

KETERANGAN KERJABIL UNIT


KAWASAN UTARA

KAWASAN TENGAH

KAWASAN TIMUR

KESELURUHAN

Supply and Install of Sandfill Mattress as shown inthe contract plan or directed by SO, inclusive oftrimming, 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 by0.6m depth) for sandfill mattress anchoring andbackfill with compacted local suitable material.

m 4.23 4.23

Green Mattress

10 Supply and deliver Green Mattress 230mm thkinclusive of 150mm x 225mm rock and labour. Rateshall include all alignment, machineries and relatedworks.

m2 59.09 59.09

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

m2 36.36 36.36

Reno Mattress

12 Supply and deliver Reno Mattress 300mm thkinclusive of 150mm x 225mm rock and labour. Rateshall include all alignment, machineries and relatedworks.

m2 46.00 46.00

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

m2 28.55 28.55

Macmat S Mattress

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

m2 4.41 4.41

26



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 inthe 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 Specificationclause 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 Mattress

5 Slope trimming for base preparation to receiveslope revetment materials.

m2 3.14 3.14

6 Supply, deliver and install the Sand Filled Mattresswith minimum weight of 180kg/m2 as specified inthe specification and tender drawing including allnecessary works for proper completion.Measurement will be based on nett quantity ofwork done on site including the shrinkage of thefabric.

m2 44.75 44.75



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15 Supply and delivery MacMat S or approvedequivalent three dimensional matting,monofilaments with open structure of more than95% area holding capacity as per necessaryequipment and alignment with manufacturespecification.

m2 20.86 20.86

16 Install MacMat S or approved equivalent inclusiveof J pins (12mm diameter x 500mm @ 1m c/cspacing vertically and horizontally.

m2 8.37 8.37

17 Supply, Deliver Green Reinforced MacMat A threedimensional matting, monofilaments with openstructure of more than 80% area holding capacityas per necessary equipment and alignment withmanufacture specification or equivalent.

m2 35.00 35.00

18 Supply and delivery TM-53 Toe ProtectionHydraulic Terramesh with Green MacMat 10 &Biomac facing for the construction of MechanicalStabilise Earth (MSE) system or equivalent.

no. 318.26 318.26

19 Install and lay TM-53 Toe Protection HydraulicTerramesh inclusive of 6" x 9" rock fill , labour andothers related work within the Hydraulic GreenTerramesh 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 sizeof 300mm diameter.

m3 87.75 87.75

21 Average 600mm thick rip rap of 300mm diameterstone for embankment.

m3 81.50 81.50

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22 Supply, lay and stich to the manufacture'sspecification non-woven needle punch geotextile of Type A as filter material. (Measured nett - noallowance made for laps)

m2 6.30 6.30

23 Supply and construct 200mm thick filter beddingmaterials.

m3 61.50 61.50

24 Supply and lay 225mm thick 200/400mm cementGrouted 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 - 550mmdiameter.

m3 73.48 73.48

27 (300 mm) thick rip rap as per specification to form the surface protection at the pond inlets (3 locations).

m2 72.23 72.23

Armour Rocks28 Supply and lay rip-rap granatic rock with size D50

=500mm minimum thickness of 1000mm.m3 62.05 62.05

MSE Wall TYPE A

Green Terramesh

29 Supply and deliver TM 254 GREEN TERRAMESH orapproved equivalent for the construction ofMechanical Stabilise Earth (MSE) system.

no. 315.78 315.78

30 Install and lay TM 254 GREEN TERRAMESH orapproved equivalent inclusive of 150mm x 225mmrock fill, labour and others related work within theMSE wall units. Rate shall include all alignment,machineries and related works.

m3 99.09 99.09

30





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31 Supply and deliver GTM 70 2345 GREENTERRAMESH or approved equivalent for theconstruction of Mechanical Stabilise Earth (MSE)system.

no. 366.09 366.09

32 Install and lay GTM 70 2345 GREEN TERRAMESH orapproved 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 fillmaterial including compaction.

m3 24.18 24.18

Hydraulic Green MSE Wall

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

no. 341.80 341.80

37 Install and lay TM-0.5m thk. x 7m length ToeProtection Terramesh inclusive of 150mm x225mm rock fill, labour and others related workwithin the MSE wall units. Rate shall include allalignment, machineries and related works.

m3 112.62 112.62

31





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KESELURUHAN

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

no. 331.91 331.91

39 Install and lay TM-0.5m thk. x 6m length ToeProtection Terramesh inclusive of 150mm x225mm rock fill, labour and others related workwithin the MSE wall units. Rate shall include allalignment, machineries and related works.

m3 109.86 109.86

MSE Wall TYPE B

Green Terramesh


no. 315.78 315.78

41 Install and lay TM 254 GREEN TERRAMESH or

approved equivalent inclusive of 150mm x 225mmrock fill, labour and others related work within theMSE wall units. Rate shall include all alignment,machineries and related works.

m3 101.82 101.82


no. 345.57 345.57

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43 Install and lay TM 2754 GREEN TERRAMESH orapproved equivalent inclusive of 150mm x 225mmrock fill, labour and others related work within theMSE wall units. Rate shall include all alignment,machineries and related works.

m3 101.82 101.82

44 Supply and deliver GTM 70 2445 GREENTERRAMESH or approved equivalent for theconstruction of Mechanical Stabilise Earth (MSE)system.

no. 377.73 377.73

45 Install and lay GTM 70 2445 GREEN TERRAMESH orapproved equivalent. Rate shall include allalignment,machineries and related works.

m3 40.45 40.45

Hydraulic Green MSE Wall

46 Install and lay TM-0.5m thk x. 6m length ToeProtection Terramesh inclusive of 150mm x225mm rock fill, labour and others related workwithin the MSE wall units. Rate shall include allalignment, machineries and related works.

m3 109.86 109.86

47 Supply and deliver GTM-0.45m thk. x 5m length 45Deg Hydraulic Green MSE Terramesh with 10mmthk. Erosion protection mat & Biomac facing for theconstruction 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 45Deg Hydraulic MSE Green Terramesh withprefabricated with 10mm thk. Erosion protectionmat & Biomac. Rate shall include all alignment,machineries and related works.

no. 42.09 42.09

34


3.3.7: PILING WORK (CLASS H)

PILES

BORED PILES

1000mm Nominal Diameter Bored Pile

1 Drill 1000mm nominal diameter vertical holesthrough whatever soil strata other than rock withprovision of temporary casing.

m 423.76 423.76

2 Drilled 1000mm nominal diameter vertical holes inrock.

m 1,890.00 1,890.00

3 1000mm Nominal diameter x 12mm thickpermanent 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 wallmild steel pipe in accordance with theSpecification.

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 loggingtubes as specified.

m3 544.00 544.00

8 Cutting off piles head to required length includingpreparing pile head.

no. 333.33 333.33

600mm Nominal Diameter Bored Pile

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

m 259.55 259.55

10 Drill 600mm nominal diameter vertical holes in rock

m 1,021.43 1,021.43


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

m 879.00 879.00

12 High yield reinforcement as specified:

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

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

13 50mm Nominal diameter GI pipe attached to mainbar for sonic logging in accordance with theSpecification.

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 loggingtubes as specified.

m3 477.93 477.93

16 Cutting off piles head to required length includingpreparing pile head.

m 276.90 276.90

17 Boring in earth using odex drilling system or equivalent.

m 105.78 105.78

18 Boring through rock including natural and existing concrete.

m 243.88 243.88

19 m 152.37 152.37

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

t 3,442.38 3,442.38

21 t 3,389.06 3,389.06

300 mm diameter micropiles as working piles.

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

Mild steel R6 spiral link at 150mm pitch.

MICROPILES

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22 Grouting with non-shrink cement grout Grade C30as specified into drilled hole including excesscement required when the grout volume exceededthe theoretical volume.

m3 757.06 757.06

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

250 mm diameter micropiles as working piles.

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

m 101.14 101.14

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

m 223.28 223.28

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

m 209.37 209.37

27 Supply and install 12mm thk. M.S Stiffeners weldedAPI pipe head by 10mm fillet weld all round c/w400mm x 400mm x 25mm thk. M.S. top plate.

no. 318.64 318.64

28 Grouting with non-shrink cement grout Grade C30as specified into drilled hole including excesscement required when the grout volume exceededthe theoretical volume.

m3 623.91 623.91


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PRECAST REINFORCED CONCRETE PILES (R.C)

Supply

30 Supply 200 x 200mm precast R.C. pile completewith 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 pilecomplete 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. pilethrough whatever soil other than rock.

m 9.50 9.50

37 Driving vertical 230 x 230mm precast R.C. pilethrough whatever soil other than rock.

m 14.00 14.00

38 Driving vertical 230 x 230mm precast R.C. pilethrough rock.

m 21.75 21.75

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39 Driving vertical 300 x 300mm precast R.C. pilethrough 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 requiredlevel including preparing pile head.

no. 41.54 41.54


no. 47.38 47.38


no. 51.33 51.33

PRECAST PRESTRESSED CONCRETE PILES

Supply

44 Supply initial pile with rock shoes (oslo) of 12 mlength.

no. 1,007.13 1,007.13

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

Handle, Pitch and Drive

46 m 23.54 23.54

Jointing, Filling Concrete, Cut Off Piles

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

no. 45.93 45.93

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

Depth driven.

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48 Filling hollow piles with concrete grade C30including removal of materials from within the pilesbefore concreting.

m 80.44 80.44

49 no. 76.69 76.69

INTERLOCKING STEEL SHEET PILES

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

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


52 Depth driven. m2 36.20 36.20

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

54 Depth driven m2 53.38 53.38

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


57 Depth driven. m2 55.00 55.00

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

CONCRETE PILES

175 mm G40 square precast reinforced concrete piles

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

Cut-off piles including preparing heads.

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

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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 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 mlength.

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 mlength. (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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84 Carry out subsequent maintained load test to 2.0times of maximum working load 800 kN inaccordance with the specification.

no. 12,845.00 12,845.00


no. 16,920.00 16,920.00


no. 15,375.00 15,375.00


no. 45,000.00 45,000.00


no. 50,000.00 50,000.00

89 Carry out integrity test using sonic logging methodin accordance with the specification.

no. 2,306.00 2,306.00

90 Maintained load working test pile up to twiceworking load of 30 tons (300mm precast reinforcedconcrete piles).

no. 11,000.00 11,000.00

91 Provide a complete set of 5 piling driving and loadtest report.

no. 190.00 190.00

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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 accordancewith the specification.

no. 1,815.66 2,044.16 1,929.91

77 Carry out pile integrity test using impulse responsemethod in accordance with the specification.

no. 1,169.32 1,178.33 1,173.82

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

no. 13,400.00 13,400.00

79 Carry out initial maintained load test to 2.0 times ofmaximum working load 800kN in accordance withthe specification.

no. 17,300.00 17,300.00

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

no. 21,000.00 21,000.00


no. 29,505.00 29,505.00

82 Carry out initial maintained load test to 2.0 times ofmaximum working load 4400knN in accordancewith the specification.

no. 75,000.00 75,000.00


no. 80,000.00 80,000.00

43


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 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 slab225mm thick Grade 30 at channel bed of allnecessary formwork as shown in the drawings or asdirected by S.O.

m2 64.20 64.20

Concrete Lining

11 Supply and lay concrete slab 200mm thick Grade30 at channel slope and bed as shown in thedrawings or as directed by S.O.

m2 61.78 61.78

12 Reinforced concrete for water control gate basestructure.

m3 303.59 303.59

13 Reinforced concrete for wall water control gatestructure.

m3 302.73 302.73

14 Reinforced concrete for wall structure. m3 305.45 305.45

Concrete Grade: C35

KETERANGAN KERJABIL UNITPURATA KADAR HARGA 2014 (RM)

KAWASAN UTARA

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KAWASAN TIMUR

KESELURUHAN

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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 foundation & Abutments. m3 338.64 338.64

22 Reinforced concrete piers & cross beams. m3 338.64 338.64

High Performnce Concrete Grade 40/20 for

23 Deck Slab m3 338.64 338.64

24 Diaphragms m3 338.64 338.64

25 RC approach Slab m3 338.64 338.64

PRECAST CONCRETE

Prestressed post-tensioned beams

26 Supply, loading, unloading in casting yard, transportand launching 16.0m long high permonce concretePre-tensioned Prestressed M-Beams includingstrands, prestressing, grouting and anchorage all inaccordance with the Specification and as shown inthe Drawing.

no. 31,500.00 31,500.00

Key Wall

Concrete Grade: C40

Concrete Grade: C35A

Base

Wall

Buttress 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 concretegrade 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 concreteblockmat 600mm thick VIP LINER or equivalent asshown in the drawings or as directed by S.O.

m2 178.98 178.98

Electrical Fitting Trenches cover

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

m 66.45 66.45

FORMWORK

30 Class F1 : Rough finish m2 31.93 30.92 31.42

31 Class F2 : Fair finish m2 33.57 34.86 34.21

32 Class F3 : Smooth finish m2 32.91 32.91

REINFORCEMENT

Mild Steel Bars

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


High Tensile Bars


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


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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 Construction joint, 500mm wide. m 97.22 97.22

Contraction joint

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

Expansion joints

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

m 128.03 128.70 128.37

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

49 Form Expansion joints at Abutment wall & deck slab.

m 122.86 122.86

Waterstop

50 230 mm wide rubber waterstop including cuttingand jointing of waterstops and provision of specialfittings at angles and junctions.

m 87.19 92.48 89.83

Construction joint.

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ANCILLARY WORK FOR WATER RETAININGSTRUCTURES

Water Proofing Admixtures

Asphalt

51 One layer of 20 mm thick asphalt laid on slopingsurface area at raft foundation

m2 23.20 23.20

52 One layer of 5 mm thick waterproofing membranelaid on sloping flat roof surface area.

m2 46.91 46.91

53 m2 34.33 34.33Supply and install 300 wide x 1.5mm thkwaterproofing 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 stretcherbond, jointed in 1:3 cement mortar for verticalstraight walls.

m2 41.15 41.15

MISCELLANEOUS WORK

Ancillaries

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

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

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3.3.10: TIMBER WORK (CLASS K)

Hand railing

1 1150mm High (overall) of Cengal Wood handrailingto approved pattern and varnish to timberincluding 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 atparapets complete with and including 16mmdiameter galvanised mild steel bolt bent to 'U'shape with nuts and washers and two coats ofbituminous paint on base of post as shown in theDrawing.

m 172.50 172.50

2 Safety Handrail on top of Flood channel Wall as perdetail Drawing.

m 240.00 160.83 200.42

3 Supply and fix in place 25mm diameter galvanizediron Cat Ladder or G.I. Rung for access to river edgeall in accordance with details in Drawings and/oras directed by the S.O.

no. 1,190.00 1,190.00

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

no. 3,375.00 3,375.00

5 Supply, fabricate and install of 2m x 2.2m TrashScreen (Hot Dip Galvanised M.S. Steel Grating) fortrash 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 kNload] for sump.

no. 4,520.00 4,520.00

7 Galvanised mild steel grating cover for [100 kNload]for pump house.

no. 4,920.00 4,920.00

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

m 229.00 229.00

BIL


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3.3.11: METALWORK (CLASS L)

BIL


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

m 255.00 255.00

10 Supply and installed 5mm thick aluminium stickgauge including all markings, lettering and boltsand nuts as shown in the drawing

no. 967.10 967.10

11 0.6m long. 25mm diameter Galvanised Dowel Barsat 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 atapproach slab with spacing 300mm c/c.

no. 45.64 45.64

14 Supply and install mild steel grill for window anddoor.

m2 211.59 211.59

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3.3.12: BUILDING WORK (CLASS M)

ROOFING WORK

Roof Structure

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

Item 5,469.79 5,469.79

2 200mm x 25mm Thick wrought pressure-treatedGroup 'B' timber as described fascia boardincluding one (1) undercoat and two (2) finishingcoats of gloss enamel paint as described.

m 31.66 31.66

3 200mm x 15mm Thick wrought pressure-treatedGroup 'B' timber as described gable end includingone (1) undercoat and two (2) finishing coats ofgloss enamel paint as described.

m2 70.00 70.00

Roof Covering

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

m2 49.00 49.00

5 Approved 'Monier' sunburn red concrete roof tilesat 25 degree laid to pitch roofing structure(measured separately) and jointed strictly inaccordance with manufacturer's instructions andincluding all necessary apex tiles, ridge, hip, valleyand end caps jointed in waterproofing colouredcement mortar (1:3) as described (measure flat onplan)

m2 50.44 50.44

6 Roofing 25mm thk polycarbonate flat sheet laid at14° Degree to the horizontal as shown in theDrawing No DNA/RS/12/ 053/PP/PS/HO/18

m2 262.50 262.50


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Insulation

7 50 mm thick fiberglass insulation includingpreparing surfaces, forming joints, overlaps,mitres, angles, fillets, built-up edges, and laying tofalls or cambers, cutting, notching, bending andbedding.

m2 16.82 16.82

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

9 50mm Thick fibre glass wool insulation laid onroof trusses and including chicken wire mesh

m2 10.85 10.85

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 waterdown pipes.

no. 35.91 35.91

WINDOWS AND DOORS

DOORSTimber

12 Single leaf solid timber door 900 mm × 2100 mmtype waterproofing as supplied by manufactureras shown in Drawing No. ETTKT/RPM/A/CH1/02

no. 599.68 599.68

13 Supply and install 950mm x 2100mm x 40mmthick single leaf internal laminated flush doorpanel with 1.0mm thick GI Frames and approvedironmongery, jointing materials and otheraccessories and including approved timber andmetal paint finish to all exposed surfaces.

no. 621.61 621.61

14 Supply and install 750mm x 2100mm x 40mmthick single leaf internal laminated flush doorpanel with 1.0mm thick GI Frames and approvedironmongery, jointing materials and otheraccessories and including approved timber andmetal paint finish to all exposed surfaces.

no. 540.96 540.96

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15 Supply and install 900mm x 2100mm x 40mmthick single leaf solid hardwood (Grade B) doorpanel with 1.0mm thick GI Frames and approvedironmongery, jointing materials and otheraccessories and including approved timber andmetal 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 doorsframes.

no. 437.27 437.27

Metal

18 Supply and install 2500 mm x 2500 mm manualroller 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 manualroller 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 2100mm × 1700 mm as shown in Drawing.

No. 738.20 738.20

Windows

21 Natural anodised aluminium side hung casementwindow 1800 mm × 1650 mm complete with 6mm thick clear float glass as shown in DrawingNo. ETTKT/RPM/A/CH1/02

No. 753.09 753.09

22 Natural anodised aluminium frame to suit size2100 mm × 1700 mm as shown in DrawingETTKT/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 butt hinges;100 mm x 75mm.

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 mmincluding cement mortar screed.

m2 71.96 71.96

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

38 25 mm thick cement and sand pavings 1:3 toapron.

m2 17.45 17.45

39 Supply and apply sand pebble wash as finising forexposed surface with Architect's Specifications.

m2 95.20 95.20

Wall Finishes

40 19mm thick cement and sand (1:6) mixed withand approved plasticiser with wooden float atplainface walls, beams, columns and the likes.

m2 16.42 16.42

41 Glazed wall tiles tiles; 200mm x 200mm x 8.5 mmthick including cement mortar screed for toiletand 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 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 glasswindow comprise of 2 Nos x 900mm x 1200mmHigh equal panel c/w opening as per drawings.

no. 640.47 640.47

24 1200mm x 1200mm High (overall size) casementwindow comprise of 2 Nos x 600mm x 1200mmHigh equal panel.

no. 407.66 407.66

25 1200mm x 600mm High (overall size) top hungwindow comprise of 2 Nos x 600mm x 600mmHigh equal panel.

no. 281.29 281.29

26 600mm x 600mm High (overall size) top hungwindow.

no. 169.62 169.62

27 1150 mm x 1800 mm natural anodised aluminiumside hung casement window complete with 6 mmthick clear float glass as shown in Drawing.

no. 696.35 696.35

28 Grade A timber windows; 500 mm x 600 mmfitted with standard sill and complete with 6 mmthick float glass louvers and 10 mm security bar asshown in Drawing.

no. 191.45 191.45

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

no. 677.21 677.21

30 Supply and fix anti-vermin netting on outside towindow.

no. 169.88 117.27 143.58

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42 Approved glazed ceramic wall and floor tilesincluding border tiles as described bedded, jointedand pointed in match coloured cement lining on20mm Thick cement and sand (1:3) screed andlaid in approved pattern as described all as perS.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 wallplank or equivalent) fix to external wall includingframing, all accordance to manufacturers detail.

m2 131.20 131.20

Ceiling Finishes

45 600mm x 1200mm x 3.2mm Thick 'UAC' superflexor other equal and approved suspended nonasbestos sheet not exceeding 3.50m includinglight through, at necessary joints anti up lift insertrod on timber frame fixed in accordance tomanufacturer's instructions all as per S.O'ssatisfaction.

m2 46.75 46.75

PLUMBING WORK

Cold Water Plumbing System46 Cold water plumbing system as shown

schematically in Drawing and including all fittings,stop-cocks, basin and taps.

Item 7,809.10 7,809.10

Water Storage Tank47 1500 litres HDPE water storage tank as per

Specification for Water Supply Plumbing, Sanitary,& Rainwater Goods Installation and includingsupporting frame.

no. 1,703.63 1,703.63

48 150 gallons Polytank c/w support and allaccessories

Set 1,040.21 1,040.21

Sanitary Plumbing System49 Sanitary plumbing system as per specification and

including all fittings.Item 7,717.27 7,717.27

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Sanitary Appliances

Supply and fix the following 'Inax' or other equaland approved sanitary fittings and accessoriesincluding storing, assembling, bedding, pluggingand screwing with matching screws, cutting andpinning or building in pinning or building inbrackets, jointing and connecting to services andto soil and waste pipes and making and makinggood all works disturbed all as per manufacturer'sspecifications :-

50 Pedestal water closet with 'P' or 'S' trap completewith seat cover and top inlet 6 litres manual flushvalve and all other necessary accessories

no. 779.69 779.69

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

no. 479.58 479.58

52 Padestal water closet with low tank for wheelchair users (OKU) with 'P' or 'S' trap complete withseat cover and top inlet 6 litres manual flushvalve, handicapped grab bar and all othernecessary accessories for OKU

no. 925.75 925.75

53 Wash hand basin (wall hung) with lever handlepillar tap and all necessary accessories to S.O'sapproval

no. 293.72 293.72

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

no. 242.27 242.27

55 Stainless steel floor trap with approvedwaterproof compound cement grout as permanufacturer's specifications

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 approvedequivalent 6-litre single flush side lever, bottominlet overflow cistern with flapper valve internalfittings including medium duty plastic seat andcover.

no. 450.00 450.00

Septic Tank58 Design, supply, deliver, unload, install and

construct septic tank of 5 PE, all as permanufacturer's specification including pilingworks, reinforced concrete structure, finishes,mechanical and electrical works, plumbing,external works within compound and testingcommissioning, spare parts, final inspectionchamber etc. all as per manufacturer'sspecifications and approved by JPP (contractorshall submit detail drawings and specifications forapproval and pay all fee in relation therewith)(Deemed to include stand pipe )

Item 3,600.77 3,600.77

59 Septic tank for five population equivalent (5 PE)with a minimum of 24 hours of hydraulicretention time and a dual size aggregate downflow filter media including foundation, excavation,upholding sides of excavation, bedding,installation,backfilling and all other related workswhere expressly required.

no. 7,363.64 7,363.64

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TNB SUB-STATION

60 Construct and complete TNB Substation of overallsize of 7.7m (L) x 5.1 m(W) x 4m (H) generally ofreinforced concrete foundations, slab, ramp andapron on hardcore, reinforced concrete frame andRC flat roof and gutter, brickwall with plaster andpaint externally and internally, painting to offform ceiling and beam, plywood flush door, FRPlouvered doors and windows with anti-verminnetting, approved waterproofing system to RC flatroof and gutter,anti-termite /pest control, UPVCdownpipes with cement render floor finished withand including all necessary excavation,reinforcements, formwork, hardware, paintingand supply and fix of sanitary wares and fittings asper Drawings and Specifications.(excluding pilingworks)

no. 69,100.00 69,100.00

PLANT SWITCH ROOM61 Construct and complete Control House overall

size of 8.65 m (L) x 4.0 m(W) x 4m (H) constructedgenerally of reinforced concrete foundations, slab,ramp and apron on hardcore, reinforced concreteframe and RC flat roof and gutter, brickwall withplaster and paint externally and internally,painting to off form ceiling and beam, plywoodflush door, FRP louvered doors and windows withanti-vermin netting, approved waterproofingsystem to RC flat roof and gutter,anti-termite/pest control, UPVC downpipes with cementrender floor finished with and including allnecessary excavation, reinforcement, formwork,hardware, painting and supply and fix of sanitarywares and fittings as per Drawings andSpecifications.(not include piling works)

no. 64,000.00 64,000.00

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3.3.13: PAINTING WORK (CLASS N)

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)

m2 36.43 36.43

OIL PAINT

Application of protective coating to bridge structure

2 a). One layer of primer and two layers of top coatinclusive of surface preparation to all exposedsurfaces of beams, diaphragms and parapets.

m2 16.78 16.78

3 b). One layer of primer and two layers of top coatinclusive of surface preparation to all exposedsurfaces of abutments and piers above water.

m2 16.62 16.62

4 c). Two layers of epoxy coating inclusive of surfacepreparation to all exposed underwater surfaces ofabutments 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 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 13.70 14.92

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

m2 12.12 12.12


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3.3.14: PIPEWORKS (CLASS O)

TRENCH EXCAVATION

In Earth

Trench excavation shall be deemed to includepreparation of surfaces, excavation for bedding,multiple handling, disposal of surplus excavatedmaterial (including unsuitable material), upholdingsides of excavation, allowance for working space,backfilling, removal of dead services, andreinstatement of original surface unless covered byseparate items.

Excavation for Chambers

1 In earth for electrical fittings in 750mm (W) X750mm (H)

m3 15.00 15.00

Electrical Fitting Tranches cover

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

m 72.73 72.73

PIPES

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 55.36 55.36

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


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3.3.14: PIPEWORKS (CLASS O)


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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. no. 1,700.00 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 pipeweepholes inclusive of graded aggregate filterlayer and geosynthetics fabric as shown inDrawings 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 wrappedaround with Type FS 68 geotextile behind walls ofculverts.

m 56.74 56.74

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3.3.15: DRAINAGE WORK (CLASS P)

DRAIN EXCAVATION

Drain excavation shall be deemed to includepreparation of surfaces, double handling, disposalof surplus excavated material, upholding sides ofexcavation, allowance for joints, backfilling, andremoval of dead services and reinstatement ofOriginal Surface unless covered by separate items.

1 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 Drawingconcrete 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


m 18.68 18.68


m 20.50 20.50


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

KETERANGAN KERJA UNIT

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


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Perimeter Earth Drain

12 Excavation of new trapezoidal shaped collectorearth drain of depth not exceed 1m to the requiredlevel and profile include all necessary trimming andcompaction.

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

Item for surface drains shall be deemed to includecement jointing, sand and concrete beddings,shuttering, struts, and weep holes.

16 1000 mm wide cast insitu concrete drain with average 1000 mm high.

m 302.50 302.50

17 Precast concrete saucer drain for small run-off forthe connection road from Jalan Lencongan BaratTimah 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

SURFACE DRAINS

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20 Roadside drain; 600 mm wide block drain withaverage 900 mm high brick wall and plasteringincluding 600 mm x 100 mm x 100 mm precastconcrete struts at 6 m c/c.

m 348.91 348.91

Roadside Drain constructed of plastered brickwallon concrete bedding. Mass concrete Grade 25/20concrete, weepholes, RC struts, excavation,anddisposal of surplus excavated materials from site.

21 Construct 450mm dia. Block Drain with plasteredbrickwall width 500mm and depth not exceeding200mm.

m 94.50 94.50

Embankment Shoulder DrainInsitu reinforced concrete Class 25/20 in Drains atany inclination including joints, stepping,excavation reinforcement, formwork wherenecessary, backfilling and disposal of surplusmaterial.

22 175 mm invert wide, 175mm deep. m 27.17 27.17

Collector Drain along River Bund EmbankmentInsitu reinforced concrete Class 25/20 in Drains atany inclination including joints, stepping,excavation reinforcement, formwork wherenecessary, backfilling and disposal of surplusmaterial.

23 400mm invert width, 500mm deep. m 72.48 72.48

DRAINAGE SYSTEM

24 150mm Diameter x 350mm long UPVC Class Ddownpipe at 3000mm centres as shown in theDrawing.

no. 32.63 32.63

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

no. 256.10 256.10

SUB-SOIL

26 150mm Dia UPVC perforated drainage pipe. m 68.06 68.06

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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 pipewrapped with filter geotextile.

m 30.00 30.00

Local Drainage Outlet

32 To construct Grade 30; R.C outlet dischargewingwall c/w formwork and reinforcement at theoutlet discharge point.Rate to include excavationand backfill.

no. 5,336.36 5,336.36

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CULVERTS

Item for culverts shall be deemed to include alljoints, water stop, reinforced concrete base, andconcrete surround unless otherwise stated.

33 900 mm diameter single precast concrete pipeculvert, 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 jointand 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



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

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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 PipeCulvert including spigot and socket jointing withrubble ring and sand bedding, excavation,backfilling and disposal of surplus excavatedmaterials from site.

51 900mm diameter m 236.67 236.67

Culvert Inlet / Outlet Structures

900mm diameter

52 (i). Excavation for structure commensing fromexisting ground surface to a depth as per drawingand dispose at contractor dumpsite.

m3 6.51 6.51

53 (ii) 50mm thick lean concrete Grade 15/10 m2 12.31 12.31

(iii) Cast In-Situ Concrete Grade 25 :54 a. Base m3 279.89 279.8955 b. Wall m3 281.05 281.0556 c. Key Beam at wingwall m3 281.43 281.43

(iv) Bar and Helical Reinforcement :57 a. Up to 12mm diameter. t 3,430.77 3,430.7758 b. 16mm diameter and above. t 3,423.08 3,423.08

(v) Formwork :59 a. Class F3 m2 42.63 42.63

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3.3.16: ROADS AND PAVINGS (CLASS Q)

SUBGRADE PREPARATION

1 Earth material to receive road pavement includingscarifying, levelling, and compaction of the top 300mm 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

SUB-BASE

4 Granular material with a CBR value of more than30, complying with Specification clause 13008 in100 mm thick to road.

m2 6.01 6.01

5 Granular (sand) material with a CBR value of morethan 30, complying with Specification in 50 mmthick.

m2 3.37 3.37

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


m3 58.57 58.57

11 Crushed aggregates with a CBR value of more than80, complying with Specification clause 13011 in250 mm thick.

m2 18.66 18.66

12 Crushed aggregates with a CBR value of more than80, complying with Specification in 300 mm thick.

m2 19.40 23.44 21.42


m2 23.56 23.56

UNITBILPURATA KADAR HARGA 2014 (RM)

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KESELURUHAN

Sluice Gate

60 Supply, deliver, install, test and commissioning the1.5m x 1.5m ROWAT HDPE/SS 304 Sluice Gate ofnon rising spindle including fixing materials comewith stainless steel XSV spindle extension, HDPEXBV pedestal and handwheel XHW80. Designhydrostatic pressure at 5m.

no. 16,350.00 16,350.00

SUMPS

Item for sumps shall be deemed to include sandand concrete bedding, cement plastering, andmetalwork.

61 no. 1,031.86 1,031.86

62 Bricks sumps; 1800 mm x 1800 mm x 1.50 m deep. no. 1,621.79 1,621.79

OTHER

63 no. 2,912.00 2,912.00

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

Construction of V-notch weir . Rate to include allformworks, reinforcements, concrete, connectionsand any other works related to the construction ofthe V-notch weir.

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Compacted Gravel Road

14 Construction of a compacted gravel road formaintenance access at the upstream toe of thedam wall. The compacted gravel road will beapproximately 3.5 m wide. 200 mm top soil will bestripped and roadbase material will be tipped andcompacted at grade. (subgrade thickness of 200mm from Contractor's source)

m2 16.76 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 lateritesoil (or equivalent) as per Specification.

m2 11.20 11.20

SURFACING

Tack Coat

17 Surfacing; Tack coat; bituminous top of crusher run base

m2 1.41 1.98 1.69

Prime Coat

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

m2 1.47 2.62 2.04

19 Bituminous prime coat SS-1 or SS-1K. m2 1.43 1.43

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Asphaltic Concrete

20 Surfacing; Asphaltic concrete; 50mm thick bindercourse

m2 22.06 22.06

21 Surfacing; Asphaltic concrete; 50mm thick wearingcourse

m2 24.22 25.78 25.00

22 60mm thick asphaltic concrete binder course m2 29.99 29.99

23 m2 29.91 29.91

24 70mm thick asphaltic concrete binder course ACB28.

m2 30.80 30.80

Dense Bituminous Macadam

25 80mm thick dense bituminous macadam DBM 40 m2 32.75 32.75

CONCRETE PAVEMENT

26 Precast interlocking concrete blocks of 200mm x100mm x 80mm thick.

m2 78.82 78.82

KERBS, CHANNEL, AND EDGINGS

Precast Concrete Kerbs

27 Precast concrete kerbs, Type I as shown in theDrawing

m 34.19 34.19

28 Median kerbs type SM2; precast concrete L-shapeprofile; including insitu concrete beds andhaunchings all as per drawing.

m 35.72 35.72

Concrete Edgings

29 m 29.37 29.37

65 mm thick binder course.

Concrete edgings of 150 mm x 100 mm high

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Concrete Channels

30 m 40.29 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 signsas 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 100mmwide.

m 3.15 3.15

36 Continuous edge line/channelising line 150mmwide.

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 guardrailwith post at 3.8 m spacing inclusive of delineators.Rate to include bolts, nuts, posts, and otherancillary work.

m 272.33 272.33

Concrete channels, Type A as shown in Drawing

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Guardrails

40 Supply, deliver and install single face guardrailsinclusive of galvanise steel posts, washers, nuts,delineators and accessories; all in accordance withspecifications and drawings.

m 253.14 253.14

Testing

41 To carry out CBR test for the SUBBASE inaccordance to BS 1377 including sampling, materialtesting and reporting.

no. 170.60 170.60

42 To carry out Gradation test for the ROADBASE inaccordance to BS 1377 including sampling, materialtesting and reporting.

no. 137.00 137.00

43 The contractor shall cut core samples of not less100 mm nominal diameter at locations selected byS.O. The core sample shall be used by the S.O todetermine the thickness of the compacted layer ofmix & compacted density of the mix. Test shall beinaccordance to ASTM Test Method D 1188 orASTM Test Method D 2726,whichever is applicable.

no. 113.56 113.56

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3.3.17: MISCELLANEOUS WORKS (CLASS T)

FENCES

Items for fences shall be deemed to includeexcavation, preparation of surfaces, disposal ofexcavated material, upholding sides of excavation,backfilling, concrete, formwork, reinforcement, andall posts and foundation.

1 3 mm diameter PVC-coated galvanised mild steelwire of 50 mm square mesh, 2.0 m overall heightchain link fencing complete with post at 3 mcentres as shown in Drawing including all posts,raked angle, straining wires, barb wires, concretekerbs, and foundations.

m 78.50 78.50

2 m 204.17 204.17

3 To supply and install concrete bollard 300mm dia. x800mm height complete with all necessaryaccessories.

no 236.14 236.14

4 Welded mesh panel, 4.5 mm wire diameter with100 (W) mm by 15 (H) mm mesh or approvedequivalent, installed at 2.5 m high with G.I. pole at2 m spacing bared into ground footing. Groundfooting to be reinforced concrete ground beam 100mm (H) by 150 mm (W) using T12 steel bars and T6links. Bared wires place at top of fence (referDrawing).

m 329.52 329.52

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

m 355.91 355.91

3 mm diameter PVC-coated galvanised mild steelwire of 50 mm square mesh, 3.0m overall heightchain link fencing complete with post including 1.0mwalls as shown in Drawing .

Item for anti cut and anti climb fence shall bedeemed to include all posts, raked angle, strainingwires, barb wires, kerbs where applicable and their


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GATES

6 3 mm diameter PVC-coated galvanised mild steelwire of 50 mm square mesh, 3.0 m wide x 2.5 moverall height double leaf chain link gate with 60.3mm OD x 5 mm thick circular hollow section asframe as shown in Drawing including all posts,hinges, bolts, lock plates, angle braces, barb wires,all necessary welding and foundations.

no. 3,926.79 3,926.79

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 mmhigh, consisting of 50 x 30 x 3.2 mm thickrectangular hollow section as frame welded 30 x 30x 2.6 mm thick square hollow section; includingpainting, ironmongery; fixing with hinges on lugsbuilt in masonry backing as shown in Drawing.

no. 6,300.00 6,300.00

INSTRUMENTATION

To provide and installed:9 a) Rod Settlement Gauges no. 554.17 554.17

10 b) Surface settlement marker no. 471.67 471.6711 c) Inclinometer no. 1,274.00 1,274.00

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

no. 500.00 500.00

13 Provide 4 copies of the monthly monitoring report. no. 500.00 500.00

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

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14 To provide manpower and transport to carry outmonitoring works, process and transfer data.

trips 492.50 492.50

15 Piezometer as per Specification and as shown inDrawing. Rate to include pre-boring, installationand development of piezometer.

no. 15,297.33 15,297.33

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

no. 4,433.33 4,433.33

BEARING PADS

LAMINATED ELASTOMERIC BEARINGS

Laminated Elastomeric Bearings (Fixed)17 475mm x 475mm x 45mm thick Laminated

Elastomeric bearings on minimum 25mm thickepoxy resin mortar Grade 70 in accordance withthe Specification and as shown in Drawing.

no. 546.14 546.14

18 400mm x 300mm x 60mm thick LaminatedElastomeric bearings on minimum 25mm thickepoxy resin mortar Grade 70 in accordance withthe Specification and as shown in Drawing.

no. 555.00 555.00

Laminated Elastomeric Bearings (Free)19 475mm x 475mm x 60mm thick Laminated

Elastomeric bearings on minimum 25mm thickepoxy resin mortar Grade 70 in accordance withthe Specification and as shown in Drawing.

no. 620.66 620.66

20 450mm x 2800mm x 100mm thick LaminatedElastomeric bearings on 50mm thick grout beddingand concrete upstand.

no. 472.50 472.50

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21 400mm x 300mm x 60mm thick LaminatedElastomeric bearings on minimum 20mm thickepoxy resin mortar Grade 70 in accordance withthe 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

SIGNAGES & INTERPRETIVE PANEL

Info Panel at Main Entrance Wall (Type E2)

23 Overall size: 1500mm (H) x 2950mm (L) set 10,499.91 10,499.91

Panel size: 1 500mm (H) x 900mm, 600mm, 700mm, 600mm (L)

2mm thk aluminum box up base with 2K spraypainted finish and 10mm thk cut out clear acrylicwith 2K spray painted finish for logo/logotype.

With wooden panel for top header with engravedand colour infilled for texts.

With 5mm thk clear acrylic middle signface paneland reversed inkjet sticker mounted onto base with4pcs of chrome button screws for each panel.

With 5mm thk clear acrylic graphic with 2K spraypainted 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) no. 1,819.73 1,819.73

3mm thk aluminum sign panel with backing frame,complete with photo chemical etching with fullcolour infill for texts & graphics mounted onto mildsteel frame structure c/w spray painted finishbolted onto existing wall.

Male/Female/Disable WC.

KOS UPAH BURUH


80


4.0 KOS UPAH BURUH

4.1 TUJUAN

4.2 BENTUK MAKLUMAT DAN PERTIMBANGAN

Bahagian ini mengandungi maklumat berhubung dengan kos dan kadar upahburuh.

Maklumat diberikan dalam bentuk RM sehari untuk tempoh lapan jam. Kadarini adalah termasuk tambahan lima belas peratus (15%) seperti yangdinyatakan dalam klausa 25.2 Syarat-syarat Kontrak JKR 203A (Rev.1/2010).

81


4.3 : KOS UPAH BURUH

UNIT

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

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KESELURUHAN

PURATA KADAR HARGA 2014 (RM)Item Description

KOS SEWALOJI & PERALATAN


82


5.0 KOS SEWA LOJI DAN PERALATAN

5.1 TUJUAN

5.2 BENTUK MAKLUMAT DAN PERTIMBANGAN

Maklumat diberikan dalam bentuk RM sejam.

Kadar Harga adalah termasuk:-

(i)

(ii)

Bahagian ini mengandungi maklumat berhubung dengan kos sewa loji danperalatan.

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

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

83


5.3 : KOS SEWA LOJI DAN PERALATAN

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KESELURUHAN

1 Backhoe hour 57.20 59.90 53.15 56.75

2 DraglineRB 19 hour 65.45 82.90 86.70 78.35RB 22 hour 75.00 105.35 115.00 98.45RB 30 hour 95.00 105.65 123.35 108.00

3 Excavator Up to 0.5 m3 hour 71.90 82.30 72.50 75.600.5 m3 to 1.0 m3 hour 79.00 39.40 88.15 68.85Over 1.0 m3 hour 98.50 113.40 94.40 102.10

4 Excavator Hydraulic OperatedUp to 0.5 m3 hour 82.40 97.95 92.80 91.050.5 m3 to 1.0 m3 hour 98.30 99.05 107.20 101.50Over 1.0 m3 hour 115.40 111.30 97.50 108.10

5 Face ShowelModel 920 hour 75.64 90.57 76.00 80.75Model 950 hour 86.00 104.85 88.00 92.95Model 966 hour 109.00 125.65 102.00 112.20

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 BulldozerModel D4 hour 77.15 89.95 87.15 84.75Model D6 hour 90.40 97.30 95.70 94.50Model D8 hour 99.25 109.10 110.00 106.10

10 Tractor hour 61.75 83.60 78.35 74.60

11 Mobile Crane3 tonne hour 65.70 73.30 61.70 66.9016 tonne hour 79.15 95.35 103.65 92.7025 tonne hour 89.90 100.15 110.00 100.0035tonne hour 127.30 138.55 147.15 137.7040 tonne hour 169.50 174.45 185.00 176.30

12 Motor Grader hour 105.30 104.20 136.36 115.30


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KESELURUHAN

13 DumperUp to 0.5 m3 hour 75.00 76.40 66.00 72.500.5 m3 to 3.5 m3 hour 99.45 86.30 73.00 86.25

14 Steel Roller8 tonne hour 74.60 90.40 107.50 90.8512 tonne hour 84.40 107.20 124.45 105.35

15 Low Loader hour 151.35 125.40 156.25 144.35

16 Lorry6 tonne hour 56.70 64.40 72.20 64.458 tonne hour 62.85 80.70 90.00 77.8510 tonne hour 75.80 88.90 100.45 88.40

17 Tipper without road tax6 tonne hour 52.65 61.90 52.50 55.7010 tonne hour 64.30 70.50 65.00 66.60

18 Tipper with road tax6 tonne hour 60.45 71.65 58.40 63.5010 tonne hour 79.60 91.45 72.50 81.20

19 Concrete MixerConcrete Mixer 7/5 hour 28.30 40.00 45.55 37.95Concrete Mixer 10/7 hour 35.45 49.30 49.45 44.75Concrete Mixer 14/10 hour 56.20 60.10 68.75 61.70Concrete Mixer 21/14 hour 67.80 74.80 85.00 75.90

20 Water Pump3'' Diameter hour 31.20 36.95 56.00 41.406'' Diameter hour 36.20 43.25 66.00 48.508" Diameter hour 59.40 63.85 77.85 67.05

21 Welding and cutting set completeOxy - acetylene hour 68.95 73.20 86.7 76.30Electric hour 65.40 80.41 82.50 76.10

22 Drilling machine complete with all necessary equipment

hour 82.75 105.65 125.00 104.50


jadual purata kadar harga 2014 - sampel …kontrak.water.gov.my/division/qs/mkos2014/buku...

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