JADUAL PURATA KADAR HARGA 2014
JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA
JADUAL PURATA KADAR HARGA 2014
ISI KANDUNGAN
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 Peratusan Kos Keseluruhan Kerja Am Daripada 5 Kos Kerja Pembina 2.2.2 Peratusan Kos Terperinci Kerja Am Daripada 6 - 7 Kos Kerja Pembina
3.0 Kos Item-Item Kerja 8 3.1 Tujuan 3.2 Bentuk Maklumat 3.3 Klasifikasi Kerja 3.3.1 Environmental Protection and Enhancement 9 - 11 Traffic Management And Control 3.3.2 12 3.3.3 Site Investigation Work 13
3.3.4 Demolition & Site Clearance 14 - 15
3.3.5 Earthworks 16 - 25
3.3.6 Geotechnical Work 26 - 33
3.3.7 Piling Work 34 - 42
3.3.8 Concrete Work 43 - 47
3.3.9 Brickwork, Blockwork & Masonry 48
3.3.10 Timber Work 49
3.3.11 Metal Work 50 - 51
3.3.12 Building Work 52 - 60
3.3.13 Painting Work 61
3.3.14 Pipeworks 62 - 63
3.3.15 Drainage Work 64 - 70
3.3.16 Roads And Pavings 71 - 75
3.3.17 Miscellaneous Works 76 - 79
4.0 Kos Upah Buruh 80 - 81
5.0 Kos Sewa Loji & Peralatan 82 - 84 PENDAHULUAN DAN PANDUAN PENGGUNA
JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA
JADUAL PURATA KADAR HARGA 2014
1.0 PENDAHULUAN DAN PANDUAN PENGGUNAAN
1.1 TUJUAN
1.1.1 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.
1.2 KANDUNGAN
1.2.1 Maklumat-maklumat yang terkandung di dalam buku ini adalah berdasarkan kepada dokumen-dokumen tender bagi kerja-kerja Jabatan Pengairan dan Saliran yang pada amnya adalah terdiri dari:
i) Kerja-kerja Saliran dan Tebatan Banjir
ii) Kerja-kerja Kejuruteraan Pantai
iii) Kerja-kerja Kejuruteraan Sungai
1.2.2 Maklumat-maklumat ini disusun dalam empat (4) bahagian utama iaitu;
i) Kos Kerja-kerja Am (General Items)
ii) Kos Item-item Kerja
iii) Kos Upah Buruh
iv) Kos Sewa Loji & Peralatan
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1.2.3 Maklumat-maklumat kos ini juga dibahagikan mengikut kategori kawasan di mana projek tersebut dilaksanakan iaitu seperti berikut:
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 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.
1.3.2 Kadar harga diambil daripada dokumen tender yang disediakan berasaskan kepada senarai kuantiti.
1.4 ANALISA DAN SUSUNAN DATA
1.4.1 Data-data bagi item yang serupa dikumpulkan dan dijadikan dalam bentuk purata. Data-data yang terlalu tinggi atau rendah tidak diambilkira.
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1.4.2 Melalui penganalisaan tersebut adalah didapati wujudnya ketidakseragaman di dalam penyediaan dokumen tender/tawaran, samada dari segi pengukuran kuantiti dan keterangan kerja bagi beberapa item kerja. Sehubungan dengan itu, item-item yang serupa/hampir serupa telah dikumpulkan bersekali dan dikira dalam bentuk purata. Pertimbangan tidak diberikan sekiranya cara pengukuran berbeza walaupun ia adalah item kerja yang sama.
1.4.3 'Harga Purata' bagi sesuatu kawasan diperolehi berdasarkan kepada jumlah nilai data-data kos bagi sesuatu item kerja yang dibahagikan kepada bilangan sampel mengikut kawasan berkenaan.
1.4.4 Purata keseluruhan adalah berdasarkan kepada nilai purata bagi semua kawasan.
1.5 PEMAKAIAN DATA
1.5.1 Data-data di dalam buku ini hendaklah digunakan sebagai panduan sahaja.
1.5.2 Pengguna hendaklah menggunakan budibicara bagi memilih kos yang bersesuaian dengan berdasarkan kepada;
i) Nilai kontrak
ii) Keperluan spesifikasi
iii) Cara pengukuran bagi projek yang akan dilaksanakan
iv) Lokasi projek
v) Keadaan pasaran semasa
3 KOS KERJA-KERJA AM (GENERAL ITEMS)
JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA
JADUAL PURATA KADAR HARGA 2014
2.0 KOS KERJA-KERJA AM (GENERAL ITEMS)
2.1 TUJUAN DAN DEFINISI
Bahagian ini mengandungi maklumat berhubung dengan kos bagi melaksanakan kerja-kerja di bawah kategori 'Kerja-kerja Am' (General Items). Terdapat sesetengah dokumen yang menamakan bahagian ini sebagai 'Preliminaries', 'Kerja Awalan' ataupun 'Kerja-kerja Pendahuluan'.
2.2 BENTUK MAKLUMAT DAN PEMBAHAGIAN
Maklumat bagi bahagian ini diberikan dalam bentuk peratusan dan dibahagikan kepada dua bahagian seperti berikut:-
2.2.1 Peratusan Kos Keseluruhan Kerja Am Daripada Kos kerja Pembina
Maklumat bagi kos keseluruhan adalah berdasarkan kepada penganalisaan ke atas kos keseluruhan bagi Kerja-kerja Am (General Items).
Cara pengiraan peratusan:
G.I X 100% T.S - (G.I. + P.S + P.C)
2.2.2 Peratusan Kos Terperinci Kerja Am Daripada Kos Kerja Pembina
Maklumat bagi kos terperinci adalah berdasarkan kepada penganalisaan ke atas kos bagi setiap item Kerja-kerja Am (General Items).
Cara pengiraan peratusan:
Item in G.I. X 100% T.S - (G.I + P.S + P.C)
Petunjuk: i) G.I = Kos Kerja Am (General Items) ii) T.S = Harga Tender (Tendered Sum) iii) P.S = Wang Peruntukan Sementara (Provisional Sum) iv) P.C = Wang Kos Prima (Prime Cost Sum)
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2.2.1 : PERATUSAN KOS KESELURUHAN KERJA AM DARIPADA KOS KERJA PEMBINA (TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)
UTARA TENGAH TIMUR KESELURUHAN BIL NILAI TENDER UNIT PURATA PURATA PURATA PURATA (%) (%) (%) (%)
1 Melebihi 5 juta tidak melebihi 10 juta - 11.75 - 11.75
2 Melebihi 10 juta tidak melebihi 20 juta - 4.75 - 4.75
3 Melebihi 20 juta 3.05 3.55 3.44 3.35
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2.2.2 : PERATUSAN KOS TERPERINCI KERJA AM (GENERAL ITEMS) DARIPADA KOS KERJA PEMBINA (TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)
UTARA TENGAH TIMUR KESELURUHAN BIL KETERANGAN KERJA UNIT PURATA PURATA PURATA PURATA (%) (%) (%) (%)
A Contractual Requirement
1 Contractor's All Risk 0.31 0.30 0.19 0.27 - Insurance Of Works - Public Liability Insurance
2 Performance Bond 0.28 0.33 0.15 0.25
3 Perkeso / SOCSO 0.06 0.10 0.04 0.07
4 Compliance with laws, regulations and all relevant - - 0.27 0.27 authorities
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 - - 0.15 0.15 Office
3 Maintenance Of SO's Site Office 0.01 - - 0.01
4 Laboratory Equipment - - - -
5 Pre & Post Survey - - - -
6 Preparation & Submission Of 'As Built Drawings' 0.08 0.08 0.07 0.08
7 Progress Photographs - - - -
8 Progress Report - 0.01 0.03 0.02
9 Project Signboard 0.04 0.06 0.01 0.04
10 Survey Works - 0.32 0.30 0.31
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2.2.2 : PERATUSAN KOS TERPERINCI KERJA AM (GENERAL ITEMS) DARIPADA KOS KERJA PEMBINA (TIDAK TERMASUK JUMLAH KOS KERJA AM, WANG PERUNTUKAN SEMENTARA & WANG KOS PRIMA)
UTARA TENGAH TIMUR KESELURUHAN BIL KETERANGAN KERJA UNIT PURATA PURATA PURATA PURATA (%) (%) (%) (%)
11 Surveying Equipment 0.10 0.05 0.04 0.06
12 Testing & Sampling 0.03 - - 0.03
13 Work Programme 0.03 0.15 - 0.09
C Contractor's Requirement
1 Clearing & Cleaning Up Upon Completion - 0.07 - 0.07
2 Establishment, Maintenance & Removal Of - 0.22 - 0.22 Contractor's Site Office
3 Establishment, Maintenance & Removal Of - - - - Contractor's Office, Workmen Accommodation, Store etc
4 Establishment, Maintenance & Removal Of Workmen - - - - Accommodation
5 Moblization & Demobilization Of Construction Plant & - 0.20 0.44 0.32 Equipment
6 Site Agent 0.68 - - 0.68
7 Temporary works 1.24 1.28 0.44 0.99
7 KOS ITEM-ITEM KERJA
JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA
JADUAL PURATA KADAR HARGA 2014
3.0 KOS ITEM-ITEM KERJA
3.1 TUJUAN
Bahagian ini memberikan maklumat berhubung dengan data-data kos bagi item- item kerja yang dilaksanakan.
3.2 BENTUK MAKLUMAT
Maklumat bagi bahagian ini diberikan di dalam bentuk kadar harga purata dan dibahagikan mengikut klasifikasi kerja sebagaimana ditetapkan di dalam MyCESMM (Malaysian Civil Engineering Standard Method Of Measurement).
3.3 KLASIFIKASI KERJA
Klasifikasi kerja adalah seperti berikut:-
3.3.1 Environmental Protection and Enhancement (CLASS B) 3.3.2 Traffic Management And Control (CLASS C) 3.3.3 Site Investigation Work (CLASS D) 3.3.4 Demolition & Site Clearance (CLASS E) 3.3.5 Earthworks (CLASS F) 3.3.6 Geotechnical Work (CLASS G) 3.3.7 Piling Work (CLASS H) 3.3.8 Concrete Work (CLASS I) 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 Painting Work (CLASS N) 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)
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3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
ENVIRONMENTAL MANAGEMENT PLAN (EMP)
1 Preparation of environmental management plan to Item 18,083.03 15,100.00 16,591.52 the approval of the S.O. which shall include erosion and sediment control plan (ESCP), noise, air and water quality monitoring and compliance with requirements of the local Authorities'.
2 Appointment of certified professional in ESCP mth 2,100.00 2,100.00 officer along the duration of the contract.
EROSION AND SEDIMENT CONTROL PLAN (ESCP)
3 Construction and maintenance of ESCP and Item 41,110.93 32,350.00 36,730.46 environmental monitoring facilities and including implementation of the environmental managemant plan and making good upon completion of the works.
4 Silt fence of 1.0 m height as per Specification clause m 20.36 20.36 1.5.2 and as shown in the drawings.
5 Sand bag as per Specification clause 1.5.2 and as no. 32.80 32.80 shown in the drawings.
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
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3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
WATER QUALITY CONTROL AND MONITORING
8 Mechanical Mobile Silt Trap for online river storage no. 39,727.27 39,727.27 works to comply with Standard (A/B) of the Environmental Quality Act. Rate should be include chemicals supply, operation and maintenance upon completion of work.
Water Quality Sampling and In situ Testing Water quality sampling and monitoring by accredited laboratory on a monthly basis at the discharge outlet of active treatment system to comply with the requirements of Standard (A/B) of the Environmental Quality Act for the following parameters.
9 pH no. 102.27 102.27
10 Total suspended solid (TSS). no. 103.18 103.18
11 Dissolved Oxygen (DO) no. 99.32 99.32
12 Ammoniacal nitrogen no. 106.82 106.82
AIR QUALITY CONTROL AND MONITORING
13 Construct and maintenance entrance access and Item 15,863.64 15,863.64 provide washing pit upon the completion of works as per specification and as shown in drawing.
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3.3.1: ENVIRONMENTAL PROTECTION AND ENHANCEMENT (CLASS B)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
WASTE MANAGEMENT
14 Construction solid waste as per Specification clause Item 9,931.80 9,931.80 1.5.2. (General Specification) Rate to include provision of collection bins, temporary storage area, and disposal to approved site.
ENVIRONMENTAL REPORT
15 Sampling, laboratory testing, monitoring and mth 2,070.19 2,070.19 submission of monthly reports for water quality, air quality, noise and vibration control, waste management and health.
16 Environmental monitoring report in 5 (five) sets on Item 5,336.37 5,336.37 a monthly basis for the TSS content at the discharge outlet of the Active Treatment System.
17 Environmental audit report on a annual basis in five Item 4,454.55 4,454.55 sets.
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)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
TRAFFIC MANAGEMENT PLAN
Traffic Management Team
1 Traffic Management Officer. man- 2,746.43 2,746.43 mth
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3.3.3: SITE INVESTIGATION WORK (CLASS D)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
TESTING
1 To carry out Field Density Test & Moisture Content no. 153.85 153.85 Test in accordance to BS 1377 on each 300mm layer of compacted earth using sand replacement method. Rate shall include sampling, material testing & reporting. The test results falling below the specified value will not be paid.
2 To carry out Atterberg Limit test. The tests shall no. 242.77 242.77 include Liquid Limit, Plastic Limit, Plasticity Index and Linear Shrinkage. Rate shall include sampling, material testing and reporting.
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3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
BUILDING / STUCTURES / PIPELINES
Demolition and removal from worksite and dispose off site to contractor's own dumping ground of existing structures and obstructions.
8 House or building i) concrete no. 3,000.00 3,000.00 ii) Wooden no. 2,166.67 2,166.67
9 Individual buildings - store of total gross built-up no. 1,500.00 1,500.00 area 25m2.
10 Demolition of existing RC concrete bridge 15m no. 15,000.00 15,000.00 length with cart away to contractor's own site.
11 Demolition of existing concrete bridge of 5.0 m (W) no. 45,000.00 45,000.00 x 30 m (L) shall be deemed to include demolition and removal of supports.
12 Bridges no. 6,690.00 6,690.00
13 Pipe culvert m 60.00 60.00
14 Manhole or sump no. 191.57 191.57
15 Existing Road m2 4.55 4.55
16 Below ground - precast Monsoon Drain including m 50.00 50.00 headwall and wingwall 350m long x 5m wide x 0.75m deep.
17 Below ground - precast L-shape Drain including m 210.00 210.00 foundation of 400m long x 7.12 m wide x varies in height (3.5m - 5.0m).
18 Above ground - (one number of 15m x 4m existing no. 15,000.00 15,000.00 bridge including their foundation)
19 Existing Concrete Drain. m 10.00 10.00
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3.3.4: DEMOLITION & SITE CLEARANCE (CLASS E)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
GENERAL CLEARANCE
Clearing and stripping off top layer of spillway
foundation and other related works.
1 Site clearance to areas within the boundary of ha 3,114.80 3,114.80 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.
2 General clearance to primary forest including ha 5,144.55 5,144.55 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.
3 At water bodies including pumping out of water ha 3,500.00 5,522.73 4,511.36 and to include removal of items (such as tree trunk, sludge, solid waste, debris) either floating, submerged or at the bed of the water body.
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
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3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
EXCAVATION
Cut to Fill
Excavation in cut shall be deemed to include trimming and preparation of excavated surface and transportation from source to place of fill.
1 Excavate in earth material from original ground m3 4.97 4.97 level to form embankment within the site to finish level of RL+13.00m.
2 Excavate in earth material from original ground level m3 5.70 5.70 to form Collector Drain.
3 Excavation and trimming of existing river slopes (in m3 5.70 5.70 front of anchored sheet pile at river edge) to required bed levels as per construction drawings or as directed by the S.O.
4 Excavate from existing ground level within m3 2.88 2.88 proposed channel/river reserve or project area to construct diversion channel to the alignment, levels, width and slopes as shown in the Contract plan and stockpile suitable excavated material for the construction of river bund.
Cut and Dispose
5 Excavate and dispose off site the surplus or m3 15.80 15.80 unsuitable excavated material to contractor's own dump site. Contractor to get approval from relevant athorities and S.O for dump site.
6 Excavate in rock material by controlled blasting m3 22.30 22.30 including dispose to stock pile area, loading and unloading of rocks.
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3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
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 m3 20.15 20.15 without the use of explosive and dispose off site the excavated rock to contractor's own dump site.
10 Excavation in cut shall be deemed to include m3 10.41 8.05 9.23 trimming and preparation of excavated surface and transportation from source to place of fill or disposal.
11 Ditto; Excavate in earth material at the base of the m3 6.00 8.05 7.02 main bund down to a level where the ground strength is equal to or more than SPT N value of 10. For approximation, it is assumed that excavation will be 1 m deep.
12 Ditto; Excavate in earth material commencing from m3 8.74 8.74 RL +29.0m to 27.0m to construct Side Spillway approved by S.O.
13 Ditto; Excavate in earth material dispose to the m3 9.16 9.16 designated dumping area within 6 km approved by the S.O./Engineer.
14 Excavate in Detention Pond commencing from level m3 4.79 4.79 RL+13.0m to RL+5.0m and dispose, spread and level it within the project site as approved by the S.O.
15 Excavate in Detention Pond commencing from level m3 5.19 5.19 RL+13.0m to RL+5.0m and dispose to the contractors disposal site approved by the S.O.
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3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
16 Excavate in earth material commencing from EL m3 5.77 5.77 +14m to +5m to construct Side Spillway approved by S.O.
17 Excavate in earth material commencing from m3 14.00 14.00 existing level (approx. 35.79m - 40.61m) to proposed design level (approx.32.99m - 32.81m) not exceeding 9m to disposal site approved by the S.O.
18 Excavate in earth material commencing from m3 13.45 13.45 existing level (approx. 39.24m - 40.56m) to proposed design level (approx. 32.04m - 32.09m) not exceeding 9m to disposal site approved by the S.O.
19 Excavate in earth material for pile caps and m3 10.05 10.05 abutments to disposal site approved by the S.O.
20 Excavate in earth material to construct the Buttress m3 8.62 8.62 wall.
21 Excavate in earth material commencing from level m3 8.41 8.41 as specified.
22 Excavate in earth material to construct the log m3 8.92 8.92 boom.
23 Excavate in unsuitable material to construct the log m3 9.09 9.09 boom.
24 Excavate in unsuitable material to disposal site m3 10.82 10.82 approved by the S.O/Engineer.
25 Excavate in unsuitable material to construct the m3 9.62 9.62 Buttress wall.
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3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
26 Excavation for foundation shall include upholding m3 8.59 8.59 sides of excavation, preparation of excavated surface, additional excavation to provide working space and removal of dead services.
FILLING
27 Using suitable excavated material to form river m3 5.52 5.52 bank to level RL+13.00m including formation of benches.
28 Using suitable excavated material to grading limits m3 3.60 3.60 for backfill at back of sheet pile area.
29 Import material from Contactor's own source with m3 22.60 22.60 grading limits as per Specification to filling (1m depth) to form embankments & access roads at back of Steel Sheet Pile Walls including formation of benches.
30 Imported material from Contactor's own source m3 24.56 24.56 with grading limits as per Specification for Earthfill, Type 1 material to form embankment. Rate to include formation of benches.
31 Imported material from Contactor's own source m3 21.47 21.47 with grading limits as per Specification for Earthfill, Type 2 material to form embankment. Rate to include formation of benches.
32 Imported material from Contractor's own source m3 20.85 20.85 with grading limit as per Specification (Type 1 Material) for use as clay core material for bund.
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3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
33 Imported material from Contractor's own source m3 62.13 62.13 with grading limits as per Specification (Crusher Run) for U drain foundation as indicated.
34 Imported material from Contractor's own source m3 73.63 73.63 with grading limit as per Specification (Rip Rap) for use as slope protection for bund.
35 Imported material from Contactor's own source m3 19.45 19.45 approved by the S.O.
36 Imported sand as backfill material to a depth of m3 53.22 53.22 maximum 0.5m.
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) m3 59.04 59.04 for use in the toe drain.
40 Granular material as per Specification (medium m3 61.27 61.27 filter) for use in the toe drain.
41 Granular material as per Specification (coarse filter) m3 59.17 59.17 for use in the toe drain.
42 Supply, spread, level and compact in layers m3 56.86 56.86 imported granular backfill behind abutments and under approach slab as specified.
43 300mm thick permeable layer comprising of 20mm - m3 24.22 24.22 40mm crushed stone.
44 200 mm thick compacted mearth material as m2 6.65 6.65 bedding.
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3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
45 Top soil of average depth of 150 mm and stockpile m2 1.22 1.22 for reuse as top soil for turfing.
46 Handle, transport, spread and level 75mm thick m2 1.50 1.50 local top soil (from Item 2.1.3) including trimming, level and grading of slope.
47 Ditto - imported top soil. m2 4.97 4.97
Concrete Interlocking Blockmat VIP LINER 48 Supply and lay 50 to 100 mm diameter underlayer m3 71.15 71.15 stones of VIP LINER or as directed by S.O.
FILLING ANCILLARIES
49 Provision and placement of Geotextile Polyfelt m2 8.39 8.39 TS65 or approved equivalent/as per manufacturer's specification.
Geotextile Supply and lay geotextile type : 50 -TS 50 or equivalent m2 7.32 7.32 51 -F68 or equivalent. m2 10.08 10.08
52 Supply and lay non woven geotextile TS-50 or m2 6.62 6.62 equivalent.
53 Supply and lay MXC 50 non woven geotextiles or m2 5.07 5.07 equivalent. .
54 (Nonwoven) geotextile with nominal weight of 280 m2 7.32 7.32 g/m2 at pond inlets.
55 Supply and Lay geotextile at toe as separator Type m2 4.86 4.86 TS50 or equivalent.
21 JADUAL PURATA KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Cemented Rubble Pitching
56 Supply and lay cemented rubble pitching 300 mm m2 74.62 74.62 thick along river channel including all necessary weepholes and filter aggregates.
57 Continous polypropylene filament, non-woven m2 5.81 5.81 geotextile with tensile strength of 19 kN/m, effective opening size of 0.09 mm and nominal mass of 250 g/m2 as per Specification.
LANDSCAPING
Items for landscaping shall be deemed to include digging, planting media, bedding, stalking, protection, watering, weeding, required fertilising, 58 Spot turfing to flat areas. m2 3.40 3.40
59 Supply and lay spot turfing. m2 4.42 4.42
60 Supply, spread evenly 50mm top soil and spot m2 5.47 5.47 turfing.
61 Close turfing to slopes including pegging down with m2 4.92 4.28 4.60 stakes.
62 Close turfing including placement of 50mm thick m2 4.68 4.68 approved topsoil as directed by SO.
63 To supply, spread and lay close turfing inclusive of m2 5.27 5.27 all necessary pegging, soil watering, weeding and tending until establishment, all as prescribed to slope.
64 Ditto - spot turfing at an angle exceeding 10 degree m2 3.16 3.16 to the horizontal.
65 Ditto - spot turfing at an angle not exceeding 10 m2 3.22 3.22 degree to the horizontal.
22 JADUAL PURATA KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
66 Hydroseeding as per Specification Clause 12007 to m2 4.53 4.53 the slopping area approved by S.O.
Turf Reinforcement Mat (TRM)
67 Supply and Install Turf Reinforcement Mat (TRM) m2 12.64 12.64 Type C350 or equivalent, inclusive of cutting, handling, laying and jointing.
68 Hydroseeding with selected grass species as specify m2 4.03 4.03 in the specification or as approve by S.O and inclusive of approved fertilizer, necessary soil watering, weeding and tending until establishment, all as prescribed to slope.
69 Supply and Install Galvanised Mild Steel Staple pin no. 2.88 2.88 size R12- 600 mm as shown in the drawing or as directed by S.O.
70 Water seepage / cut-off control measure. m2 91.45 91.45
TREE 71 Spathodea campanulata (Fountain Tree) O.H. no. 309.09 309.09 4.0m, Trunk Diameter 50mm - 65mm.
72 Melaleuca leucadendron (Gelam) O.H. 4.0m, Trunk no. 337.36 337.36 Diameter 50mm - 65mm.
73 Syzygium cumini (Salam) O.H. 4.0m, Trunk no. 326.90 326.90 Diameter 50mm - 65mm.
74 Hopea odorata (Cengal Pasir) O.H. 4.0m, Trunk no. 343.72 343.72 Diameter 50mm - 65mm.
75 Pomelia pinnata (Taun Tree) O.H. 4.0m, Trunk no. 332.72 332.72 Diameter 50mm - 65mm.
76 Delonix regia (Flamboyant) O.H. 4.0m, Trunk no. 348.63 348.63 Diameter 50mm - 65mm.
23 JADUAL PURATA KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
77 Pandanus tectorius (Screwpine) O.H. 4.0m, Trunk no. 411.81 411.81 Diameter 50mm - 65mm.
78 Pelthophorum pterocarpum (Yellow Flamboyant) no. 389.09 389.09 O.H. 4.0m, Trunk Diameter 50mm - 65mm.
SHRUB 79 Orthosiphon stamineus (Misai Kucing) O.H. 0.3m, no. 5.77 5.77 Planting distance 300mm.
80 Calathea lutea (Pampano) O.H. 0.6m, Planting no. 7.04 7.04 distance 300mm.
81 Acalypha siamensis (Wild Tea) O.H. 0.6m, Planting no. 6.29 6.29 distance 300mm.
PLANTING WORKS
HOLE EXCAVATION
To supply all labour, equipment, tools, transport, etc and excavate planting hole and cart away all excavated materials to contractor's own dump site.
82 Tree ( 1.0m x 1.0m x 1.0m) no. 16.45 16.45 83 Shrubs (0.3m x 0.3m x 0.3m) no. 2.61 2.61
TOPSOIL MIXTURE
To supply all labours, equipment, tools,transport, etc. and spread approved soil mixture (ratio3:2:1) (Topsoil: Organic fertilizer : sand) to fill excavated holes. 84 Tree ( 1.0m x 1.0m x 1.0m) m3 39.81 39.81 85 Shrubs (0.3m x 0.3m x 0.3m) m3 34.36 34.36
24 JADUAL PURATA KADAR HARGA 2014
3.3.5: EARTHWORKS (CLASS F)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
TREE STAKES AND TIES
Provide stakes and ties for all planted trees according to planting specification. All the staking shall peproper tight to the new planted trees to L.A approval; The stakes shall be painted with green colour for protection.
86 Trees no. 20.27 20.27
MULCHING
Supply, deliver and lay minimum 50mm thick coco fiber around the planted plants as stated in planting plan and directed by S.O./ Landscape Architect.
87 Trees no. 7.90 7.90 88 Shrubs no. 2.95 2.95
25 JADUAL PURATA KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Supply and Install of Sandfill Mattress as shown in the contract plan or directed by SO, inclusive of trimming, cutting, handling, laying and jointing.
7 a) Ditto - Infill with sand as approved by S.O m2 67.61 67.61
8 b) Ditto - Without sand in fill m2 43.67 43.67
9 To construct top trenching work (0.6m width by m 4.23 4.23 0.6m depth) for sandfill mattress anchoring and backfill with compacted local suitable material.
Green Mattress
10 Supply and deliver Green Mattress 230mm thk m2 59.09 59.09 inclusive of 150mm x 225mm rock and labour. Rate shall include all alignment, machineries and related works.
11 Installation of Green Mattress 300mm thk inclusive m2 36.36 36.36 of stone size 100mm - 200mm.
Reno Mattress
12 Supply and deliver Reno Mattress 300mm thk m2 46.00 46.00 inclusive of 150mm x 225mm rock and labour. Rate shall include all alignment, machineries and related works.
13 Installation of Reno Mattress 300mm thk inclusive m2 28.55 28.55 of stone size 100mm - 200mm
Macmat S Mattress
14 Supply, Lay and Spread evenly 50mm top soil on m2 4.41 4.41 top of lid and 75mm top soil under Macmat 10 or approved equivalent.
27 JADUAL PURATA KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
RETAINING STRUCTURES
GABION
1 m3 224.55 224.55 1.0 m x 1.0 m x 1.0 m rock-filled gabion with PVC- coated wire gauge size of 2.7 mm dia. as shown in the drawings including for laying underwater.
2 2.5 m x 1.0 m x 1.0 m rock-filled gabion with PVC- m3 180.00 180.00 coated wire gauge size of 3 mm as per Specification clause 6002 and as shown in the drawings.
3 2.0 m x 1.0 m x 1.0 m rock-filled gabion with PVC- m3 180.00 180.00 coated wire gauge size of 3 mm as per Specification clause 6002 and as shown in the drawings.
4 1.5 m x 1.0 m x 1.0 m rock-filled gabion with PVC- m3 150.00 150.00 coated wire gauge size of 3 mm as per Specification clause 6002 and as shown in the drawings.
REVETMENT MATTRESS
Sandfill Mattress
5 Slope trimming for base preparation to receive m2 3.14 3.14 slope revetment materials.
6 Supply, deliver and install the Sand Filled Mattress m2 44.75 44.75 with minimum weight of 180kg/m2 as specified in the specification and tender drawing including all necessary works for proper completion. Measurement will be based on nett quantity of work done on site including the shrinkage of the fabric.
26 JADUAL PURATA KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
15 Supply and delivery MacMat S or approved m2 20.86 20.86 equivalent three dimensional matting, monofilaments with open structure of more than 95% area holding capacity as per necessary equipment and alignment with manufacture specification.
16 Install MacMat S or approved equivalent inclusive m2 8.37 8.37 of J pins (12mm diameter x 500mm @ 1m c/c spacing vertically and horizontally.
17 Supply, Deliver Green Reinforced MacMat A three m2 35.00 35.00 dimensional matting, monofilaments with open structure of more than 80% area holding capacity as per necessary equipment and alignment with manufacture specification or equivalent.
18 Supply and delivery TM-53 Toe Protection no. 318.26 318.26 Hydraulic Terramesh with Green MacMat 10 & Biomac facing for the construction of Mechanical Stabilise Earth (MSE) system or equivalent.
19 Install and lay TM-53 Toe Protection Hydraulic m3 178.00 178.00 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.
RIPRAP EMBANKMENT
20 Supply, deliver and lay the Rip rap with average size m3 87.75 87.75 of 300mm diameter.
21 Average 600mm thick rip rap of 300mm diameter m3 81.50 81.50 stone for embankment.
28 JADUAL PURATA KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
22 Supply, lay and stich to the manufacture's m2 6.30 6.30 specification non-woven needle punch geotextile of Type A as filter material. (Measured nett - no allowance made for laps)
23 Supply and construct 200mm thick filter bedding m3 61.50 61.50 materials.
24 Supply and lay 225mm thick 200/400mm cement m2 31.35 31.35 Grouted rip-rap.
25 Supply and lay 200mm thick 10/50mm stone. m2 13.86 13.86
26 Supply and lay rip-rap stone size 300mm - 550mm m3 73.48 73.48 diameter.
27 (300 mm) thick rip rap as per specification to form m2 72.23 72.23 the surface protection at the pond inlets (3 locations).
Armour Rocks 28 Supply and lay rip-rap granatic rock with size D50 m3 62.05 62.05 =500mm minimum thickness of 1000mm.
MSE Wall TYPE A
Green Terramesh
29 Supply and deliver TM 254 GREEN TERRAMESH or no. 315.78 315.78 approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.
30 Install and lay TM 254 GREEN TERRAMESH or m3 99.09 99.09 approved equivalent inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.
29 JADUAL PURATA KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
31 Supply and deliver GTM 70 2345 GREEN no. 366.09 366.09 TERRAMESH or approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.
32 Install and lay GTM 70 2345 GREEN TERRAMESH or m3 43.64 43.64 approved equivalent including all alignment, machineries and related works.
33 Supply and spread 300mm thk. crusher run m3 55.73 55.73 inclusive compaction.
34 Supply and fill Suitable granular backfill material m3 48.73 48.73 inclusive compaction.
35 Supply and fill with suitable selected earth fill m3 24.18 24.18 material including compaction.
Hydraulic Green MSE Wall
36 Supply and deliver TM-0.5m thk. x 7m length Toe no. 341.80 341.80 Protection Terramesh MSE Wall with 10mm thk. erosion protection mat & Biomac facing for the construction of mechanical Stabilise Earth (MSE) system or equivalent.
37 Install and lay TM-0.5m thk. x 7m length Toe m3 112.62 112.62 Protection Terramesh inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.
30 JADUAL PURATA KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
38 Supply and deliver TM-0.5m thk. x 6m length Toe no. 331.91 331.91 Protection Terramesh MSE Wall with 10mm thk. erosion protection mat & Biomac facing for the construction of mechanical Stabilise Earth (MSE) system or equivalent.
39 Install and lay TM-0.5m thk. x 6m length Toe m3 109.86 109.86 Protection Terramesh inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.
MSE Wall TYPE B
Green Terramesh
40 Supply and deliver TM 254 GREEN TERRAMESH or no. 315.78 315.78 approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.
41 Install and lay TM 254 GREEN TERRAMESH or m3 101.82 101.82 approved equivalent inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.
42 Supply and deliver TM 2754 GREEN TERRAMESH or no. 345.57 345.57 approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.
31 JADUAL PURATA KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
43 Install and lay TM 2754 GREEN TERRAMESH or m3 101.82 101.82 approved equivalent inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.
44 Supply and deliver GTM 70 2445 GREEN no. 377.73 377.73 TERRAMESH or approved equivalent for the construction of Mechanical Stabilise Earth (MSE) system.
45 Install and lay GTM 70 2445 GREEN TERRAMESH or m3 40.45 40.45 approved equivalent. Rate shall include all alignment,machineries and related works.
Hydraulic Green MSE Wall
46 Install and lay TM-0.5m thk x. 6m length Toe m3 109.86 109.86 Protection Terramesh inclusive of 150mm x 225mm rock fill, labour and others related work within the MSE wall units. Rate shall include all alignment, machineries and related works.
47 Supply and deliver GTM-0.45m thk. x 5m length 45 no. 316.68 316.68 Deg Hydraulic Green MSE Terramesh with 10mm thk. Erosion protection mat & Biomac facing for the construction of Mechanical Stablise Earth (MSE) system or equivalent.
32 JADUAL PURATA KADAR HARGA 2014
3.3.6 : GEOTECHNICAL WORK (CLASS G)
PURATA KADAR HARGA 2014 (RM)
BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
48 Installed and lay GTM-0.45m thk. x 5m length 45 no. 42.09 42.09 Deg Hydraulic MSE Green Terramesh with prefabricated with 10mm thk. Erosion protection mat & Biomac. Rate shall include all alignment, machineries and related works.
33 JADUAL PURATA KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
PILES
BORED PILES
1000mm Nominal Diameter Bored Pile
1 Drill 1000mm nominal diameter vertical holes m 423.76 423.76 through whatever soil strata other than rock with provision of temporary casing.
2 Drilled 1000mm nominal diameter vertical holes in m 1,890.00 1,890.00 rock.
3 1000mm Nominal diameter x 12mm thick m 1,512.88 1,512.88 permanent casing.
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 m 102.86 102.86 mild steel pipe in accordance with the Specification.
6 Concrete Grade 40/20 as specified. m3 358.50 358.50
7 Non-shrink grout Grade 40 to be fill in sonic logging m3 544.00 544.00 tubes as specified.
8 Cutting off piles head to required length including no. 333.33 333.33 preparing pile head.
600mm Nominal Diameter Bored Pile
9 Drill 600mm nominal diameter vertical holes m 259.55 259.55 through whatever soil strata other than rock with provision of temporary casing.
10 Drill 600mm nominal diameter vertical holes in m 1,021.43 1,021.43 rock
34 JADUAL PURATA KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
11 Drill 600mm Nominal diameter x 12mm thick m 879.00 879.00 permanent casing.
12 High yield reinforcement as specified:
a). Up to 12mm diameter. t 3,430.77 3,430.77
b). 16mm diameter and above. t 3,430.77 3,430.77
13 50mm Nominal diameter GI pipe attached to main m 37.75 37.75 bar for sonic logging in accordance with the Specification.
14 Concrete Grade 40/20 as specified. m3 348.41 348.41
15 Non-shrink grout Grade 40 to be fill in sonic logging m3 477.93 477.93 tubes as specified.
16 Cutting off piles head to required length including m 276.90 276.90 preparing pile head.
MICROPILES
300 mm diameter micropiles as working piles.
17 Boring in earth using odex drilling system or m 105.78 105.78 equivalent.
18 Boring through rock including natural and existing m 243.88 243.88 concrete.
19 Supply and install 267 mm OD x 257 mm diameter m 152.37 152.37 I.D permanent casing.
20 High tensile reinforcement straight bars, nominal t 3,442.38 3,442.38 diameter not exceeding 40 mm including supporting reinforcement.
21 Mild steel R6 spiral link at 150mm pitch. t 3,389.06 3,389.06
35 JADUAL PURATA KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
22 Grouting with non-shrink cement grout Grade C30 m3 757.06 757.06 as specified into drilled hole including excess cement required when the grout volume exceeded the theoretical volume.
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 m 101.14 101.14 points.
25 Boring through rock, up to 3 m for 40 nos. of pile m 223.28 223.28 points including natural and artificial hard material.
26 Supply and install 177.8 mm øD x 10 mm thick m 209.37 209.37 Grade N-80 API pipe.
27 Supply and install 12mm thk. M.S Stiffeners welded no. 318.64 318.64 API pipe head by 10mm fillet weld all round c/w 400mm x 400mm x 25mm thk. M.S. top plate.
28 Grouting with non-shrink cement grout Grade C30 m3 623.91 623.91 as specified into drilled hole including excess cement required when the grout volume exceeded the theoretical volume.
29 Cut-off piles including preparing heads. no. 166.92 166.92
36 JADUAL PURATA KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
PRECAST REINFORCED CONCRETE PILES (R.C)
Supply
30 Supply 200 x 200mm precast R.C. pile complete no. 197.89 197.89 with mild steel pile shoe, of 6m length.
31 Supply 200 x 200mm precast R.C. pile complete no. 329.08 329.08 with mild steel pile shoe, of 9m length.
32 Supply 230 x 230mm precast R.C. pile complete no. 274.83 274.83 with mild steel pile shoe, of 6m length.
33 Supply 300 x 300mm precast R.C. pile complete no. 493.80 493.80 with mild steel pile shoe, of 6m length.
34 Supply 300 x 300mm precast R.C. pile complete no. 740.80 740.80 with mild steel pile shoe, of 9m length.
35 Supply 300 x300mm precast R.C. extension pile no. 491.81 491.81 complete with mild steel pile shoe, of 6m length .
Handle, Pitch and Drive
36 Driving vertical 200 x 200mm precast R.C. pile m 9.50 9.50 through whatever soil other than rock.
37 Driving vertical 230 x 230mm precast R.C. pile m 14.00 14.00 through whatever soil other than rock.
38 Driving vertical 230 x 230mm precast R.C. pile m 21.75 21.75 through rock.
37 JADUAL PURATA KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
39 Driving vertical 300 x 300mm precast R.C. pile m 12.90 12.90 through whatever soil than rock.
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 no. 41.54 41.54 level including preparing pile head.
42 Cut-off 230 x 230mm precast R.C. pile to required no. 47.38 47.38 level including preparing pile head.
43 Cut-off 300 x 300mm precast R.C. pile to required no. 51.33 51.33 level including preparing pile head.
PRECAST PRESTRESSED CONCRETE PILES
300 mm diameter spun piles (class A) with a working load of 75 tonne
Supply
44 Supply initial pile with rock shoes (oslo) of 12 m no. 1,007.13 1,007.13 length.
45 Supply extension pile of 6 m length. no. 482.50 482.50
Handle, Pitch and Drive
46 Depth driven. m 23.54 23.54
Jointing, Filling Concrete, Cut Off Piles
47 Jointing 300mm dia. of pile with butt weld all no. 45.93 45.93 round.
38 JADUAL PURATA KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
48 Filling hollow piles with concrete grade C30 m 80.44 80.44 including removal of materials from within the piles before concreting.
49 Cut-off piles including preparing heads. 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
51 Supply in 6 m length. m 1,461.00 1,461.00
52 Depth driven. m2 36.20 36.20
Interlocking Grade 43A steel sheet piles, Z section, at 66.1 kg/m, section modulus of 1200 cm3/m. To be installed at places where construction-in-the- wet bund construction type will be performed.
53 Supply in 9 m length, double coated. m 342.60 342.60
54 Depth driven m2 53.38 53.38
55 Cut-off piles including preparing heads. m 55.75 55.75
56 Supply in 6 m length. m 1,070.36 1,070.36
57 Depth driven. m2 55.00 55.00
58 Cut-off piles including preparing heads. m 70.00 70.00
CONCRETE PILES
175 mm G40 square precast reinforced concrete piles
59 Supply initial piles with rock shoes of 12 m length. no. 321.71 321.71
39 JADUAL PURATA KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
60 Supply extension piles of 6 m length no. 151.67 151.67
61 Depth driven including handling and pitch m 11.24 11.24
62 Cut-off piles including preparing heads. no. 30.42 30.42
200 mm G40 square precast reinforced concrete piles
63 Supply initial piles with rock shoes of 12 m length. no. 362.29 362.29
64 Supply extension piles of 9 m length. no. 284.14 284.14
65 Depth driven including handling and pitch m 15.40 15.40
66 Jointing with butt weld all round no. 31.94 31.94
67 Cut-off piles including preparing heads/ socket no. 33.37 33.37
250 mm square piles (class A) with a working load of 95 tonne
68 Supply initial pile with rock shoes (oslo) of 12 m no. 732.50 732.50 length.
69 Depth driven including handle and pitch m 16.06 16.06
70 Cut-off piles. Rate to include preparing heads/ no. 27.78 27.78 socket
300 mm square piles (class A) with a working load of 140 tonne
71 Supply initial pile with rock shoes (oslo) of 12 m no. 934.38 934.38 length. (168 nos.)
72 Supply extension pile of 6 m length. (168 nos.) no. 560.00 560.00
73 Depth driven including handle and pitch m 19.15 19.15
40 JADUAL PURATA KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
84 Carry out subsequent maintained load test to 2.0 no. 12,845.00 12,845.00 times of maximum working load 800 kN in accordance with the specification.
85 Carry out subsequent maintained load test to 2.0 no. 16,920.00 16,920.00 times of maximum working load 1000 kN in accordance with the specification.
86 Carry out subsequent maintained load test to 2.0 no. 15,375.00 15,375.00 times of maximum working load 1200 kN in accordance with the specification.
87 Carry out subsequent maintained load test to 2.0 no. 45,000.00 45,000.00 times of maximum working load 4400 kN in accordance with the specification.
88 Carry out subsequent maintained load test to 2.0 no. 50,000.00 50,000.00 times of maximum working load 5500 kN in accordance with the specification.
89 Carry out integrity test using sonic logging method no. 2,306.00 2,306.00 in accordance with the specification.
90 Maintained load working test pile up to twice no. 11,000.00 11,000.00 working load of 30 tons (300mm precast reinforced concrete piles).
91 Provide a complete set of 5 piling driving and load no. 190.00 190.00 test report.
42 JADUAL PURATA KADAR HARGA 2014
3.3.7: PILING WORK (CLASS H)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
74 Jointing with butt weld all round no. 23.50 23.50
75 Cut-off piles including preparing heads/socket. no. 35.00 35.00
PILE TESTS
76 Carry out pile driving analyser (PDA) in accordance no. 1,815.66 2,044.16 1,929.91 with the specification.
77 Carry out pile integrity test using impulse response no. 1,169.32 1,178.33 1,173.82 method in accordance with the specification.
78 Carry out initial maintained load test maximum no. 13,400.00 13,400.00 load 600kn in accordance with the specification.
79 Carry out initial maintained load test to 2.0 times of no. 17,300.00 17,300.00 maximum working load 800kN in accordance with the specification.
80 Carry out initial maintained load test to 2.0 times of no. 21,000.00 21,000.00 maximum working load 1000kN in accordance with the specification.
81 Carry out initial maintained load test to 2.0 times of no. 29,505.00 29,505.00 maximum working load 1200kN in accordance with the specification.
82 Carry out initial maintained load test to 2.0 times of no. 75,000.00 75,000.00 maximum working load 4400knN in accordance with the specification.
83 Carry out initial maintained load test to 2.0 times of no. 80,000.00 80,000.00 maximum working load 5500kN in accordance with the specification.
41 JADUAL PURATA KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
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 slab m2 64.20 64.20 225mm thick Grade 30 at channel bed of all necessary formwork as shown in the drawings or as directed by S.O.
Concrete Lining
11 Supply and lay concrete slab 200mm thick Grade m2 61.78 61.78 30 at channel slope and bed as shown in the drawings or as directed by S.O.
Concrete Grade: C35
12 Reinforced concrete for water control gate base m3 303.59 303.59 structure.
13 Reinforced concrete for wall water control gate m3 302.73 302.73 structure.
14 Reinforced concrete for wall structure. m3 305.45 305.45
43 JADUAL PURATA KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Concrete Grade: C35A
15 Base m3 298.66 323.36 311.01
16 Wall m3 298.66 323.36 311.01
17 Buttress Wall m3 298.66 298.66
18 Column m3 298.66 298.66
19 Beam and Slab for Driveway m3 298.66 298.66
20 Key Wall m3 298.66 298.66
Concrete Grade: C40
21 Reinforced concrete foundation & Abutments. m3 338.64 338.64
22 Reinforced concrete piers & cross beams. m3 338.64 338.64
High Performnce Concrete Grade 40/20 for
23 Deck Slab m3 338.64 338.64
24 Diaphragms m3 338.64 338.64
25 RC approach Slab m3 338.64 338.64
PRECAST CONCRETE
Prestressed post-tensioned beams
26 Supply, loading, unloading in casting yard, transport no. 31,500.00 31,500.00 and launching 16.0m long high permonce concrete Pre-tensioned Prestressed M-Beams including strands, prestressing, grouting and anchorage all in accordance with the Specification and as shown in the Drawing.
44 JADUAL PURATA KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Precast concrete parapets (1.2m) with High performance
27 Precast concrete parapets (1.2m) with concrete no. 404.44 404.44 grade 40 including reinforcement, anchorage, hooks etc. with ribbed finish as per Drawing.
Concrete Interlocking Blockmat VIP LINER
28 Supply and lay precast interlocking concrete m2 178.98 178.98 blockmat 600mm thick VIP LINER or equivalent as shown in the drawings or as directed by S.O.
Electrical Fitting Trenches cover
29 Precast concrete;730mm(W) x 480mm (L) x 50mm m 66.45 66.45 thick
FORMWORK
30 Class F1 : Rough finish m2 31.93 30.92 31.42
31 Class F2 : Fair finish m2 33.57 34.86 34.21
32 Class F3 : Smooth finish m2 32.91 32.91
REINFORCEMENT
Mild Steel Bars
33 Nominal diameter: 8 mm. t 3,172.73 3,172.73
34 Nominal diameter: 10 mm. t 3,172.73 3,172.73
High Tensile Bars
35 Nominal diameter: 6 mm. t 3,475.74 3,475.74
36 Nominal diameter: 10 mm. t 3,389.95 3,234.09 3,312.02
37 Nominal diameter: 12 mm. t 3,365.41 3,234.85 3,300.13
45 JADUAL PURATA KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
38 Nominal diameter: 16 mm. t 3,372.16 3,175.46 3,273.81
39 Nominal diameter: 20 mm. t 3,349.33 3,192.43 3,270.88
40 Nominal diameter: 25 mm. t 3,340.77 3,211.37 3,276.07
41 Nominal diameter: 32 mm. t 3,150.00 3,150.00
High Tensile Steel Fabric
42 High tensile steel fabric – mesh A393 (A10), 6.16 m2 20.44 20.44 kg/m2.
Fabric of Other Stated Material
43 Supply and installed BRC A10 m2 19.07 19.07
CONCRETE ANCILLARIES
Joints
44 Construction joint. 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 m 128.03 128.70 128.37 bonded cork filler .
48 Concrete Expansion joint ( at max. 30m) m 53.50 53.50
49 Form Expansion joints at Abutment wall & deck m 122.86 122.86 slab.
Waterstop
50 230 mm wide rubber waterstop including cutting m 87.19 92.48 89.83 and jointing of waterstops and provision of special fittings at angles and junctions.
46 JADUAL PURATA KADAR HARGA 2014
3.3.8: CONCRETE WORK (CLASS I)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
ANCILLARY WORK FOR WATER RETAINING STRUCTURES
Water Proofing Admixtures
Asphalt
51 One layer of 20 mm thick asphalt laid on sloping m2 23.20 23.20 surface area at raft foundation
52 One layer of 5 mm thick waterproofing membrane m2 46.91 46.91 laid on sloping flat roof surface area.
53 Supply and install 300 wide x 1.5mm thk m2 34.33 34.33 waterproofing membrane.
47 JADUAL PURATA KADAR HARGA 2014
3.3.9: BRICKWORK, BLOCKWORK & MASONRY (CLASS J)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
BRICKWORK
1 230 mm thick brickwork laid in stretcher bond, m2 75.91 80.24 78.07 jointed in 1:3 cement mortar for vertical straight
2 110 mm thick common brickwork laid in stretcher m2 41.15 41.15 bond, jointed in 1:3 cement mortar for vertical straight walls.
MISCELLANEOUS WORK
Ancillaries
3 Damp proof courses; to BS 743 Type D. m2 12.64 12.64
48 JADUAL PURATA KADAR HARGA 2014
3.3.10: TIMBER WORK (CLASS K)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Hand railing
1 1150mm High (overall) of Cengal Wood handrailing m 360.27 360.27 to approved pattern and varnish to timber including all necessary bend, joints, accessories etc. and all as per detail drawings.
49 JADUAL PURATA KADAR HARGA 2014
3.3.11: METALWORK (CLASS L)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
1 Galvanised iron railing with post and handrail at m 172.50 172.50 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.
2 Safety Handrail on top of Flood channel Wall as per m 240.00 160.83 200.42 detail Drawing.
3 Supply and fix in place 25mm diameter galvanized no. 1,190.00 1,190.00 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.
4 Galvanised mild steel ladders; 75 diameter x 12mm no. 3,375.00 3,375.00 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.
5 Supply, fabricate and install of 2m x 2.2m Trash no. 5,759.00 5,759.00 Screen (Hot Dip Galvanised M.S. Steel Grating) for trash screen structure as shown in drawing no. RTBSL3/RPM/C/ DD/03.
6 Galvanised mild steel grating cover for [100 kN no. 4,520.00 4,520.00 load] for sump.
7 Galvanised mild steel grating cover for [100 kN no. 4,920.00 4,920.00 load]for pump house.
8 Galvanised mild steel ladders; [70 x 70 x 10 mm m 229.00 229.00 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.
50 JADUAL PURATA KADAR HARGA 2014
3.3.11: METALWORK (CLASS L)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
9 Supply and fix in place 900mm high galvanized iron m 255.00 255.00 posts to Pump Sump Wall including railing, accessories, etc. all in accordance with details in Drawings and/or as directed by the S.O.
10 Supply and installed 5mm thick aluminium stick no. 967.10 967.10 gauge including all markings, lettering and bolts and nuts as shown in the drawing
11 0.6m long. 25mm diameter Galvanised Dowel Bars no. 31.18 31.18 at Pier complete with rubber dowel cap.
12 Supply and Install Cat Ladder m 504.00 504.00
13 16mm diameter Galvanised steel Anchor at no. 45.64 45.64 approach slab with spacing 300mm c/c.
14 Supply and install mild steel grill for window and m2 211.59 211.59 door.
51 JADUAL PURATA KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
ROOFING WORK
Roof Structure
1 Proprietary roofting system shall be deemed to be Item 5,469.79 5,469.79 roofting system and components to be design by contractor (Metal Roof Truss system). Approximate area of 45 m2.
2 200mm x 25mm Thick wrought pressure-treated m 31.66 31.66 Group 'B' timber as described fascia board including one (1) undercoat and two (2) finishing coats of gloss enamel paint as described.
3 200mm x 15mm Thick wrought pressure-treated m2 70.00 70.00 Group 'B' timber as described gable end including one (1) undercoat and two (2) finishing coats of gloss enamel paint as described.
Roof Covering
4 Interlocking concrete roofing tiles laid to 25 m2 49.00 49.00 degrees to the horizontal as shown in Drawing including preparing surfaces, forming joints, overlaps, mitres, angles, fillets, built-up edges, and laying to falls or cambers, cutting, notching, bending, and bedding.
5 Approved 'Monier' sunburn red concrete roof tiles m2 50.44 50.44 at 25 degree laid to pitch roofing structure (measured separately) and jointed strictly in accordance with manufacturer's instructions and including all necessary apex tiles, ridge, hip, valley and end caps jointed in waterproofing coloured cement mortar (1:3) as described (measure flat on plan)
6 Roofing 25mm thk polycarbonate flat sheet laid at m2 262.50 262.50 14° Degree to the horizontal as shown in the Drawing No DNA/RS/12/ 053/PP/PS/HO/18
52 JADUAL PURATA KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Insulation
7 50 mm thick fiberglass insulation including m2 16.82 16.82 preparing surfaces, forming joints, overlaps, mitres, angles, fillets, built-up edges, and laying to falls or cambers, cutting, notching, bending and bedding.
8 Double sided 'Delta Foil' or other equivalent m2 8.85 8.85
9 50mm Thick fibre glass wool insulation laid on m2 10.85 10.85 roof trusses and including chicken wire mesh
Gutters and Downpipes
10 100 mm diameter uPVC rain water down pipes. m 36.84 36.84
11 100 mm diameter uPVC elbow for rain water no. 35.91 35.91 down pipes.
WINDOWS AND DOORS
DOORS Timber 12 Single leaf solid timber door 900 mm × 2100 mm no. 599.68 599.68 type waterproofing as supplied by manufacturer as shown in Drawing No. ETTKT/RPM/A/CH1/02
13 Supply and install 950mm x 2100mm x 40mm no. 621.61 621.61 thick single leaf internal laminated flush door panel with 1.0mm thick GI Frames and approved ironmongery, jointing materials and other accessories and including approved timber and metal paint finish to all exposed surfaces.
14 Supply and install 750mm x 2100mm x 40mm no. 540.96 540.96 thick single leaf internal laminated flush door panel with 1.0mm thick GI Frames and approved ironmongery, jointing materials and other accessories and including approved timber and metal paint finish to all exposed surfaces.
53 JADUAL PURATA KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
15 Supply and install 900mm x 2100mm x 40mm no. 686.73 686.73 thick single leaf solid hardwood (Grade B) door panel with 1.0mm thick GI Frames and approved ironmongery, jointing materials and other accessories and including approved timber and metal paint finish to all exposed surfaces.
16 Single leaf plywood flush door type flush door. no. 342.73 342.73
17 Grade A, 2100 mm x 900 mm timber doors no. 437.27 437.27 frames.
Metal
18 Supply and install 2500 mm x 2500 mm manual no. 3,827.27 3,827.27 roller shutter door complete with rollers, guide, pelmet, and locks; as shown in Drawing.
19 Supply and install 2500 mm x 1750 mm manual no. 2,968.18 2,968.18 roller shutter door complete with rollers, guide, pelmet, and locks; as shown in Drawing.
20 Natural anodised aluminium door frames 2100 No. 738.20 738.20 mm × 1700 mm as shown in Drawing.
Windows
21 Natural anodised aluminium side hung casement No. 753.09 753.09 window 1800 mm × 1650 mm complete with 6 mm thick clear float glass as shown in Drawing No. ETTKT/RPM/A/CH1/02
22 Natural anodised aluminium frame to suit size No. 979.03 979.03 2100 mm × 1700 mm as shown in Drawing ETTKT/RPM/A/CH1/02
54 JADUAL PURATA KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Ironmongeries
31 Pair of stainless steel hinges;75 mm x 50 mm. no. 40.27 40.27
32 Pair of stainless steel butt hinges;100 mm x 75 no. 38.55 38.55 mm.
33 Cylindrical knobset with stainless steel finish. no. 96.82 96.82
34 Half deadbolt. no. 33.11 33.11
35 Door closers, 140 mm x 22 mm no. 139.55 139.55
FINISHES
Floor Finishes
36 Homogeneous tiles 300 mm × 300 mm × 7.6 mm m2 71.96 71.96 including cement mortar screed.
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 to m2 17.45 17.45 apron.
39 Supply and apply sand pebble wash as finising for m2 95.20 95.20 exposed surface with Architect's Specifications.
Wall Finishes
40 19mm thick cement and sand (1:6) mixed with m2 16.42 16.42 and approved plasticiser with wooden float at plainface walls, beams, columns and the likes.
41 Glazed wall tiles tiles; 200mm x 200mm x 8.5 mm m2 72.04 72.04 thick including cement mortar screed for toilet and shower slab finishes.
56 JADUAL PURATA KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Supply and fix the following in approved brown anodised aluminium casement windows and frames fabricated from extruded section, glazed with and including 5mm thick clear glass with glazing gasket complete with all necessary ironmongeries and other accessories including building in or cutting and priming, bedding frames in cement mortar (1:3) and pointed internally with an approved tropical mastic and externally with and approved silicon sealant caulking accordance with manufacturer's instruction etc.
23 1800mm x 1200mm High (overall size) fixed glass no. 640.47 640.47 window comprise of 2 Nos x 900mm x 1200mm High equal panel c/w opening as per drawings.
24 1200mm x 1200mm High (overall size) casement no. 407.66 407.66 window comprise of 2 Nos x 600mm x 1200mm High equal panel.
25 1200mm x 600mm High (overall size) top hung no. 281.29 281.29 window comprise of 2 Nos x 600mm x 600mm High equal panel.
26 600mm x 600mm High (overall size) top hung no. 169.62 169.62 window.
27 1150 mm x 1800 mm natural anodised aluminium no. 696.35 696.35 side hung casement window complete with 6 mm thick clear float glass as shown in Drawing.
28 Grade A timber windows; 500 mm x 600 mm no. 191.45 191.45 fitted with standard sill and complete with 6 mm thick float glass louvers and 10 mm security bar as shown in Drawing.
29 Grade A timber windows; 1150 mm x 1800 mm no. 677.21 677.21 fitted with standard sill and complete with 6 mm thick clear float glass side hung casement window.
30 Supply and fix anti-vermin netting on outside to no. 169.88 117.27 143.58 window.
55 JADUAL PURATA KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
42 Approved glazed ceramic wall and floor tiles m2 83.05 83.05 including border tiles as described bedded, jointed and pointed in match coloured cement lining on 20mm Thick cement and sand (1:3) screed and laid in approved pattern as described all as per S.O's satisfaction.
43 Non-slip ceramic tiles; 200mm x 200mm x 7 mm m2 68.40 68.40 thick including cement mortar screed for toilet wall finishes.
44 Artificial timber wall cladding (Shera splendid wall m2 131.20 131.20 plank or equivalent) fix to external wall including framing, all accordance to manufacturers detail.
Ceiling Finishes 45 600mm x 1200mm x 3.2mm Thick 'UAC' superflex m2 46.75 46.75 or other equal and approved suspended non asbestos sheet not exceeding 3.50m including light through, at necessary joints anti up lift insert rod on timber frame fixed in accordance to manufacturer's instructions all as per S.O's satisfaction.
PLUMBING WORK
Cold Water Plumbing System 46 Cold water plumbing system as shown Item 7,809.10 7,809.10 schematically in Drawing and including all fittings, stop-cocks, basin and taps.
Water Storage Tank 47 1500 litres HDPE water storage tank as per no. 1,703.63 1,703.63 Specification for Water Supply Plumbing, Sanitary, & Rainwater Goods Installation and including supporting frame.
48 150 gallons Polytank c/w support and all Set 1,040.21 1,040.21 accessories
Sanitary Plumbing System 49 Sanitary plumbing system as per specification and Item 7,717.27 7,717.27 including all fittings.
57 JADUAL PURATA KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Sanitary Appliances
Supply and fix the following 'Inax' or other equal and approved sanitary fittings and accessories including storing, assembling, bedding, plugging and screwing with matching screws, cutting and pinning or building in pinning or building in brackets, jointing and connecting to services and to soil and waste pipes and making and making good all works disturbed all as per manufacturer's specifications :-
50 Pedestal water closet with 'P' or 'S' trap complete no. 779.69 779.69 with seat cover and top inlet 6 litres manual flush valve and all other necessary accessories
51 Back inlet squatting water closet complete with no. 479.58 479.58 high level UPVC cistern and pull chain, concealed 'P' or 'S' trap, fitting, flush pipe, fixing bracket for cistern and all other accessories
52 Padestal water closet with low tank for wheel no. 925.75 925.75 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
53 Wash hand basin (wall hung) with lever handle no. 293.72 293.72 pillar tap and all necessary accessories to S.O's approval
54 Semi-recessed wash hand basin c/w pillar tap and no. 242.27 242.27 all necessary accessories to S.O's approval
55 Stainless steel floor trap with approved no. 47.53 47.53 waterproof compound cement grout as per manufacturer's specifications
56 Chrome plated bib tap (DOE or equivalent) no. 58.82 58.82
58 JADUAL PURATA KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
57 Water closets; Claytan 404 or approved no. 450.00 450.00 equivalent 6-litre single flush side lever, bottom inlet overflow cistern with flapper valve internal fittings including medium duty plastic seat and cover.
Septic Tank 58 Design, supply, deliver, unload, install and Item 3,600.77 3,600.77 construct septic tank of 5 PE, all as per manufacturer's specification including piling works, reinforced concrete structure, finishes, mechanical and electrical works, plumbing, external works within compound and testing commissioning, spare parts, final inspection chamber etc. all as per manufacturer's specifications and approved by JPP (contractor shall submit detail drawings and specifications for approval and pay all fee in relation therewith)( Deemed to include stand pipe )
59 Septic tank for five population equivalent (5 PE) no. 7,363.64 7,363.64 with a minimum of 24 hours of hydraulic retention time and a dual size aggregate down flow filter media including foundation, excavation, upholding sides of excavation, bedding, installation,backfilling and all other related works where expressly required.
59 JADUAL PURATA KADAR HARGA 2014
3.3.12: BUILDING WORK (CLASS M)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
TNB SUB-STATION 60 Construct and complete TNB Substation of overall no. 69,100.00 69,100.00 size of 7.7m (L) x 5.1 m(W) x 4m (H) generally of reinforced concrete foundations, slab, ramp and apron on hardcore, reinforced concrete frame and RC flat roof and gutter, brickwall with plaster and paint externally and internally, painting to off form ceiling and beam, plywood flush door, FRP louvered doors and windows with anti-vermin netting, approved waterproofing system to RC flat roof and gutter,anti-termite /pest control, UPVC downpipes with cement render floor finished with and including all necessary excavation, reinforcements, formwork, hardware, painting and supply and fix of sanitary wares and fittings as per Drawings and Specifications.(excluding piling works)
PLANT SWITCH ROOM 61 Construct and complete Control House overall no. 64,000.00 64,000.00 size of 8.65 m (L) x 4.0 m(W) x 4m (H) constructed generally of reinforced concrete foundations, slab, ramp and apron on hardcore, reinforced concrete frame and RC flat roof and gutter, brickwall with plaster and paint externally and internally, painting to off form ceiling and beam, plywood flush door, FRP louvered doors and windows with anti-vermin netting, approved waterproofing system to RC flat roof and gutter,anti-termite /pest control, UPVC downpipes with cement render floor finished with and including all necessary excavation, reinforcement, formwork, hardware, painting and supply and fix of sanitary wares and fittings as per Drawings and Specifications.(not include piling works)
60 JADUAL PURATA KADAR HARGA 2014
3.3.13: PAINTING WORK (CLASS N)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
EPOXY OR POLYURETHANE PAINT
Metal Surfaces
1 Prepare and apply [one] coat of base primer and m2 36.43 36.43 two coats of epoxy paint externally to: Metal surfaces other than pipework.(both sides)
OIL PAINT
Application of protective coating to bridge structure
2 a). One layer of primer and two layers of top coat m2 16.78 16.78 inclusive of surface preparation to all exposed surfaces of beams, diaphragms and parapets.
3 b). One layer of primer and two layers of top coat m2 16.62 16.62 inclusive of surface preparation to all exposed surfaces of abutments and piers above water.
4 c). Two layers of epoxy coating inclusive of surface m2 30.00 30.00 preparation to all exposed underwater surfaces of abutments and piers.
EMULSION PAINT / ACRYLIC PAINT
5 Prepare and apply one coat of sealer and two coats m2 9.65 9.65 of acrylic paint to buttress wall, column and slab.
6 Prepare and apply one coat of base primer and two m2 16.13 13.70 14.92 coats of emulsion paint to smooth plastered surfaces of internal and external walls, columns exceeding 300 mm girth.
7 Prepare and apply one coat sealer and two coats of m2 12.12 12.12 'ICI' or other equal and approved acrylic weather shield paint at plastered surfaces of walls, beams, columns and the likes.
61 JADUAL PURATA KADAR HARGA 2014
3.3.14: PIPEWORKS (CLASS O)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
TRENCH EXCAVATION
In Earth
Trench excavation shall be deemed to include preparation of surfaces, excavation for bedding, multiple handling, disposal of surplus excavated material (including unsuitable material), upholding sides of excavation, allowance for working space, backfilling, removal of dead services, and reinstatement of original surface unless covered by separate items.
Excavation for Chambers
1 In earth for electrical fittings in 750mm (W) X m3 15.00 15.00 750mm (H)
Electrical Fitting Tranches cover
2 Precast concrete;730mm(W) x 480mm (L) x 50mm m 72.73 72.73 thick
PIPES
Supply and lay in position 150mm dia ABS m 80.44 80.44 underdrain pipe including all necessary cutting and geotextile wrapping.
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
62 JADUAL PURATA KADAR HARGA 2014
3.3.14: PIPEWORKS (CLASS O)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
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 no. 16,350.00 16,350.00 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).
Weephole
6 Supply and install minimum 75mm dia PVC pipe no. 14.70 14.70 weepholes inclusive of graded aggregate filter layer and geosynthetics fabric as shown in Drawings or as directed by S.O.
7 Supply and install minimum 75mm dia PVC pipe no. 14.70 14.70 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
8 150mm diameter porous concrete pipes wrapped m 56.74 56.74 around with Type FS 68 geotextile behind walls of culverts.
63 JADUAL PURATA KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM) KETERANGAN KERJA UNIT BIL KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
DRAIN EXCAVATION
Drain excavation shall be deemed to include preparation of surfaces, double handling, disposal of surplus excavated material, upholding sides of excavation, allowance for joints, backfilling, and removal of dead services and reinstatement of Original Surface unless covered by separate items.
1 In earth for 600 mm precast concrete block drain, m 17.00 17.00 depth not exceeding 1.5 m.
2 In earth for 230 mm precast concrete block drain m 8.92 8.92 depth not exceeding 1.5 m.
3 In earth for cascading drain as shown in Drawing m 9.34 9.34 concrete block drain, depth not exceeding 1.5 m.
4 In earth for U-drain A1 (1500 mm by 1200 mm) not m 17.68 17.68 exceeding 3.0 m.
5 In earth for U-drain A2 (2100 mm by 2100 mm) not m 18.68 18.68 exceeding 3.0 m.
6 In earth for U-drain A3 (2700 mm by 2400 mm) not m 20.50 20.50 exceeding 3.0 m.
7 In earth for U-drain A4 (2700 mm by 2400 mm) not m 20.03 20.03 exceeding 3.0 m.
8 In earth for U-drain B1 (3600 mm by 3000 mm) not m 31.15 31.15 exceeding 3.0 m.
9 In earth for U-drain B2 (3600 mm by 3600 mm) not m 34.65 34.65 exceeding 3.0 m.
10 In earth for U-drain C1 (2700 mm by 2400 mm) not m 21.50 21.50 exceeding 3.0 m.
11 In earth for U-drain C2 (2400 mm by 2400 mm) not m 18.68 18.68 exceeding 3.0 m.
64 JADUAL PURATA KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Perimeter Earth Drain
12 Excavation of new trapezoidal shaped collector m3 5.80 5.80 earth drain of depth not exceed 1m to the required level and profile include all necessary trimming and compaction.
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
SURFACE DRAINS
Item for surface drains shall be deemed to include cement jointing, sand and concrete beddings, shuttering, struts, and weep holes.
16 1000 mm wide cast insitu concrete drain with m 302.50 302.50 average 1000 mm high.
17 Precast concrete saucer drain for small run-off for m 77.02 77.02 the connection road from Jalan Lencongan Barat Timah Tasoh.
18 230 mm precast concrete block drain for the m 46.67 46.67 perimeter drain.
19 Cascade drain cum 500mm x 500 mm sump; m 105.00 105.00 reinforced concrete grade 30 as shown in Drawing.
65 JADUAL PURATA KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
20 Roadside drain; 600 mm wide block drain with m 348.91 348.91 average 900 mm high brick wall and plastering including 600 mm x 100 mm x 100 mm precast concrete struts at 6 m c/c.
Roadside Drain constructed of plastered brickwall on concrete bedding. Mass concrete Grade 25/20 concrete, weepholes, RC struts, excavation,and disposal of surplus excavated materials from site.
21 Construct 450mm dia. Block Drain with plastered m 94.50 94.50 brickwall width 500mm and depth not exceeding 200mm.
Embankment Shoulder Drain Insitu reinforced concrete Class 25/20 in Drains at any inclination including joints, stepping, excavation reinforcement, formwork where necessary, backfilling and disposal of surplus material.
22 175 mm invert wide, 175mm deep. m 27.17 27.17
Collector Drain along River Bund Embankment Insitu reinforced concrete Class 25/20 in Drains at any inclination including joints, stepping, excavation reinforcement, formwork where necessary, backfilling and disposal of surplus material.
23 400mm invert width, 500mm deep. m 72.48 72.48
DRAINAGE SYSTEM
24 150mm Diameter x 350mm long UPVC Class D no. 32.63 32.63 downpipe at 3000mm centres as shown in the Drawing.
25 Mild steel grating, overall size 550mm x 330mm, as no. 256.10 256.10 shown in the Drawing.
SUB-SOIL 26 150mm Dia UPVC perforated drainage pipe. m 68.06 68.06
66 JADUAL PURATA KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
NEHEMIAH WALL
To supply & lay drainage blanket (thick 300mm) - behind Nehemiah wall panel.
27 Supply & lay 20mm single size aggregate. m3 85.00 85.00
28 Supply & lay filter geotextile. m2 14.60 14.60
To supply & lay drainage blanket (thick 300mm) - behind of anchor blocks.
29 Supply & lay 20mm single size aggregate. m3 85.00 85.00
30 Supply & lay filter geotextile. m2 14.60 14.60
31 Supply & lay 100mm dia Perforated HDPE pipe m 30.00 30.00 wrapped with filter geotextile.
Local Drainage Outlet
32 To construct Grade 30; R.C outlet discharge no. 5,336.36 5,336.36 wingwall c/w formwork and reinforcement at the outlet discharge point.Rate to include excavation and backfill.
67 JADUAL PURATA KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
CULVERTS
Item for culverts shall be deemed to include all joints, water stop, reinforced concrete base, and concrete surround unless otherwise stated.
33 900 mm diameter single precast concrete pipe m 336.67 336.67 culvert, Class Z.
34 1500 mm diameter precast concrete pipe culvert, m 789.50 789.50 Class Z in standard length of 3 m with spigot joint and socket.
Precast Box Culvert
35 Box culvert A1 - 1500 mm x 1200 mm. m 800.87 800.87
36 Box culvert A2 - 2100 mm x 2100 mm. m 1,446.67 1,446.67
37 Box culvert A3 - 2700 mm x 2400 mm. m 2,359.94 2,359.94
38 Box culvert A4 - 2700 mm x 2400 mm. m 2,359.94 2,359.94
39 Box culvert B1 - 3600 mm x 3000 mm. m 3,720.94 3,720.94
40 Box culvert B2 - 3600 mm x 3600 mm. m 3,711.50 3,711.50
41 Box culvert C1 - 2700 mm x 2400 mm. m 2,547.94 2,547.94
42 Box culvert C2 - 2400 mm x 2400 mm. m 2,203.76 2,203.76
Precast U-Drain
43 U-drain A1 - 1500 mm x 1200 mm. m 371.21 371.21
44 U-drain A2 - 2100 mm x 2100 mm. m 786.43 786.43
45 U-drain A3 - 2700 mm x 2400 mm. m 1,148.25 1,148.25
46 U-drain A4 - 2700 mm x 2400 mm. m 1,147.00 1,147.00
47 U-drain B1 - 3600 mm x 3000 mm. m 1,801.64 1,801.64
48 U-drain B2 - 3600 mm x 3600 mm. m 2,141.71 2,141.71
68 JADUAL PURATA KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
49 U-drain C1 - 2700 mm x 2400 mm. m 1,161.25 1,161.25
50 U-drain C2 - 2400 mm x 2400 mm. m 1,132.67 1,132.67
Precast Concrete Single Pipe Culvert
Supply and install Precast Reinforced Concrete Pipe Culvert including spigot and socket jointing with rubble ring and sand bedding, excavation, backfilling and disposal of surplus excavated materials from site.
51 900mm diameter m 236.67 236.67
Culvert Inlet / Outlet Structures
900mm diameter
52 (i). Excavation for structure commensing from m3 6.51 6.51 existing ground surface to a depth as per drawing and dispose at contractor dumpsite.
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 279.89 279.89 55 b. Wall m3 281.05 281.05 56 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 3,430.77 58 b. 16mm diameter and above. t 3,423.08 3,423.08
(v) Formwork : 59 a. Class F3 m2 42.63 42.63
69 JADUAL PURATA KADAR HARGA 2014
3.3.16: ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
SUBGRADE PREPARATION
1 Earth material to receive road pavement including m2 5.75 5.75 scarifying, levelling, and compaction of the top 300 mm of the subgrade to the specification.
2 Stripping : topsoil average depth 500mm thick : m2 5.10 5.10 remove surplus from site.
3 Preparation of formation level. m2 1.13 1.13
SUB-BASE
4 Granular material with a CBR value of more than m2 6.01 6.01 30, complying with Specification clause 13008 in 100 mm thick to road.
5 Granular (sand) material with a CBR value of more m2 3.37 3.37 than 30, complying with Specification in 50 mm thick.
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 > m2 11.94 11.94 80%).
10 200mm thick crushed aggregate Roadbase. (CBR > m3 58.57 58.57 80%).
11 Crushed aggregates with a CBR value of more than m2 18.66 18.66 80, complying with Specification clause 13011 in 250 mm thick.
12 Crushed aggregates with a CBR value of more than m2 19.40 23.44 21.42 80, complying with Specification in 300 mm thick.
13 400mm thick crushed aggregate Roadbase. (CBR > m2 23.56 23.56 80%).
71 JADUAL PURATA KADAR HARGA 2014
3.3.15: DRAINAGE WORK (CLASS P)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Sluice Gate
60 Supply, deliver, install, test and commissioning the no. 16,350.00 16,350.00 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.
SUMPS
Item for sumps shall be deemed to include sand and concrete bedding, cement plastering, and metalwork.
61 Bricks sumps; 900 mm x 900 mm x 1.20 m deep no. 1,031.86 1,031.86 including mild steel grating cover for 100 kN load
62 Bricks sumps; 1800 mm x 1800 mm x 1.50 m deep. no. 1,621.79 1,621.79
OTHER
63 Construction of V-notch weir . Rate to include all no. 2,912.00 2,912.00 formworks, reinforcements, concrete, connections and any other works related to the construction of the V-notch weir.
70 JADUAL PURATA KADAR HARGA 2014
3.3.16: ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Compacted Gravel Road
14 Construction of a compacted gravel road for m2 16.76 16.76 maintenance access at the upstream toe of the dam wall. The compacted gravel road will be approximately 3.5 m wide. 200 mm top soil will be stripped and roadbase material will be tipped and compacted at grade. (subgrade thickness of 200 mm from Contractor's source)
ROADBASE
Stabilised roadbase
15 100mm stabilised base (CBR > 80%) m2 6.68 6.68
ROAD SHOULDER
16 Earth shoulder 500 mm thick compacted laterite m2 11.20 11.20 soil (or equivalent) as per Specification.
SURFACING
Tack Coat
17 Surfacing; Tack coat; bituminous top of crusher run m2 1.41 1.98 1.69 base
Prime Coat
18 Prime coat to be applied at a rate of 0.35 litres per m2 1.47 2.62 2.04 square metre as per Specification
19 Bituminous prime coat SS-1 or SS-1K. m2 1.43 1.43
72 JADUAL PURATA KADAR HARGA 2014
3.3.16: ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Asphaltic Concrete
20 Surfacing; Asphaltic concrete; 50mm thick binder m2 22.06 22.06 course
21 Surfacing; Asphaltic concrete; 50mm thick wearing m2 24.22 25.78 25.00 course
22 60mm thick asphaltic concrete binder course m2 29.99 29.99
23 65 mm thick binder course. m2 29.91 29.91
24 70mm thick asphaltic concrete binder course ACB m2 30.80 30.80 28.
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 x m2 78.82 78.82 100mm x 80mm thick.
KERBS, CHANNEL, AND EDGINGS
Precast Concrete Kerbs
27 Precast concrete kerbs, Type I as shown in the m 34.19 34.19 Drawing
28 Median kerbs type SM2; precast concrete L-shape m 35.72 35.72 profile; including insitu concrete beds and haunchings all as per drawing.
Concrete Edgings
29 Concrete edgings of 150 mm x 100 mm high m 29.37 29.37
73 JADUAL PURATA KADAR HARGA 2014
3.3.16: ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Concrete Channels
30 Concrete channels, Type A as shown in Drawing 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 signs no. 432.83 432.83 as shown in the drawings.
Pavement Markings
33 150 mm wide discontinuous line centre line m 6.18 6.18
34 150 mm wide continuous line edge line m 6.38 6.38
Road Markings
Prepare and apply hot spray thermoplastic road marking paint:
35 Centre line/lane line 1000mm intermittent 100mm m 3.15 3.15 wide.
36 Continuous edge line/channelising line 150mm m 2.95 2.95 wide.
37 Double line in double continuous 100mm wide . m 3.29 3.29
38 Giveway line 200mm wide intermittent. m 3.25 3.25
Traffic Barrier
39 Single mounted corrugated steel beam guardrail m 272.33 272.33 with post at 3.8 m spacing inclusive of delineators. Rate to include bolts, nuts, posts, and other ancillary work.
74 JADUAL PURATA KADAR HARGA 2014
3.3.16: ROADS AND PAVINGS (CLASS Q)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
Guardrails
40 Supply, deliver and install single face guardrails m 253.14 253.14 inclusive of galvanise steel posts, washers, nuts, delineators and accessories; all in accordance with specifications and drawings.
Testing
41 To carry out CBR test for the SUBBASE in no. 170.60 170.60 accordance to BS 1377 including sampling, material testing and reporting.
42 To carry out Gradation test for the ROADBASE in no. 137.00 137.00 accordance to BS 1377 including sampling, material testing and reporting.
43 The contractor shall cut core samples of not less no. 113.56 113.56 100 mm nominal diameter at locations selected by S.O. The core sample shall be used by the S.O to determine the thickness of the compacted layer of mix & compacted density of the mix. Test shall be inaccordance to ASTM Test Method D 1188 or ASTM Test Method D 2726,whichever is applicable.
75 JADUAL PURATA KADAR HARGA 2014
3.3.17: MISCELLANEOUS WORKS (CLASS T)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
FENCES
Items for fences shall be deemed to include excavation, preparation of surfaces, disposal of excavated material, upholding sides of excavation, backfilling, concrete, formwork, reinforcement, and all posts and foundation.
1 3 mm diameter PVC-coated galvanised mild steel m 78.50 78.50 wire of 50 mm square mesh, 2.0 m overall height chain link fencing complete with post at 3 m centres as shown in Drawing including all posts, raked angle, straining wires, barb wires, concrete kerbs, and foundations.
2 3 mm diameter PVC-coated galvanised mild steel m 204.17 204.17 wire of 50 mm square mesh, 3.0m overall height chain link fencing complete with post including 1.0m walls as shown in Drawing .
3 To supply and install concrete bollard 300mm dia. x no 236.14 236.14 800mm height complete with all necessary accessories.
Item for anti cut and anti climb fence shall be deemed to include all posts, raked angle, straining wires, barb wires, kerbs where applicable and their
4 Welded mesh panel, 4.5 mm wire diameter with m 329.52 329.52 100 (W) mm by 15 (H) mm mesh or approved equivalent, installed at 2.5 m high with G.I. pole at 2 m spacing bared into ground footing. Ground footing to be reinforced concrete ground beam 100 mm (H) by 150 mm (W) using T12 steel bars and T6 links. Bared wires place at top of fence (refer Drawing).
5 Reconstruct Fence Adjacent To Pulapol Boundary, m 355.91 355.91 3.0m height anti climb fence.
76 JADUAL PURATA KADAR HARGA 2014
3.3.17: MISCELLANEOUS WORKS (CLASS T)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
GATES
6 3 mm diameter PVC-coated galvanised mild steel no. 3,926.79 3,926.79 wire of 50 mm square mesh, 3.0 m wide x 2.5 m overall height double leaf chain link gate with 60.3 mm OD x 5 mm thick circular hollow section as frame as shown in Drawing including all posts, hinges, bolts, lock plates, angle braces, barb wires, all necessary welding and foundations.
Items for gates shall be deemed to include excavation, preparation of surfaces, disposal of excavated material, upholding sides of excavation, backfilling, concrete, formwork, reinforcement, posts and foundations, hinges, bolts,hollow section, rollers, lockplates, and all necessary welding.
7 Sliding gate as shown in the drawing. no. 8,375.00 8,375.00
8 Double leaf mild steel gate 4500 mm x 3000 mm no. 6,300.00 6,300.00 high, consisting of 50 x 30 x 3.2 mm thick rectangular hollow section as frame welded 30 x 30 x 2.6 mm thick square hollow section; including painting, ironmongery; fixing with hinges on lugs built in masonry backing as shown in Drawing.
INSTRUMENTATION To provide and installed: 9 a) Rod Settlement Gauges no. 554.17 554.17 10 b) Surface settlement marker no. 471.67 471.67 11 c) Inclinometer no. 1,274.00 1,274.00
12 Provide all labour, equipments, tools, material, no. 500.00 500.00 transport and whatever necessary to carry out the monitoring works at the frequency of once a month at the instruments location below.
13 Provide 4 copies of the monthly monitoring report. no. 500.00 500.00
77 JADUAL PURATA KADAR HARGA 2014
3.3.17: MISCELLANEOUS WORKS (CLASS T)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
14 To provide manpower and transport to carry out trips 492.50 492.50 monitoring works, process and transfer data.
15 Piezometer as per Specification and as shown in no. 15,297.33 15,297.33 Drawing. Rate to include pre-boring, installation and development of piezometer.
16 Monitoring of instrument for the above instrument no. 4,433.33 4,433.33 at the project site by Specialist as per Specification. Rate to include preparation of monitoring report to be submitted on a monthly basis.
BEARING PADS
LAMINATED ELASTOMERIC BEARINGS
Laminated Elastomeric Bearings (Fixed) 17 475mm x 475mm x 45mm thick Laminated no. 546.14 546.14 Elastomeric bearings on minimum 25mm thick epoxy resin mortar Grade 70 in accordance with the Specification and as shown in Drawing.
18 400mm x 300mm x 60mm thick Laminated no. 555.00 555.00 Elastomeric bearings on minimum 25mm thick epoxy resin mortar Grade 70 in accordance with the Specification and as shown in Drawing.
Laminated Elastomeric Bearings (Free) 19 475mm x 475mm x 60mm thick Laminated no. 620.66 620.66 Elastomeric bearings on minimum 25mm thick epoxy resin mortar Grade 70 in accordance with the Specification and as shown in Drawing.
20 450mm x 2800mm x 100mm thick Laminated no. 472.50 472.50 Elastomeric bearings on 50mm thick grout bedding and concrete upstand.
78 JADUAL PURATA KADAR HARGA 2014
3.3.17: MISCELLANEOUS WORKS (CLASS T)
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
21 400mm x 300mm x 60mm thick Laminated no. 800.00 800.00 Elastomeric bearings on minimum 20mm thick epoxy resin mortar Grade 70 in accordance with the Specification and as shown in Drawing.
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 spray painted finish and 10mm thk cut out clear acrylic with 2K spray painted finish for logo/logotype.
With wooden panel for top header with engraved and colour infilled for texts. With 5mm thk clear acrylic middle signface panel and reversed inkjet sticker mounted onto base with 4pcs of chrome button screws for each panel.
With 5mm thk clear acrylic graphic with 2K spray painted finish mounted onto wooden panel.
All to be mounted onto existing wall.
Amenities Projecting Directional Sign (double sided) (Type E8) 24 Panel size: 400mm (dia) no. 1,819.73 1,819.73 3mm thk aluminum sign panel with backing frame, complete with photo chemical etching with full colour infill for texts & graphics mounted onto mild steel frame structure c/w spray painted finish bolted onto existing wall.
Male/Female/Disable WC.
79 KOS UPAH BURUH
JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA
JADUAL PURATA KADAR HARGA 2014
4.0 KOS UPAH BURUH
4.1 TUJUAN
Bahagian ini mengandungi maklumat berhubung dengan kos dan kadar upah buruh.
4.2 BENTUK MAKLUMAT DAN PERTIMBANGAN
Maklumat diberikan dalam bentuk RM sehari untuk tempoh lapan jam. Kadar ini adalah termasuk tambahan lima belas peratus (15%) seperti yang dinyatakan dalam klausa 25.2 Syarat-syarat Kontrak JKR 203A (Rev.1/2010).
80 JADUAL PURATA KADAR HARGA 2014
4.3 : KOS UPAH BURUH
PURATA KADAR HARGA 2014 (RM) Item Description UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
1 General Labour day 64.20 61.45 62.50 62.70
2 Ganger/Chargehand day 91.30 83.25 81.25 85.30
3 Concretor day 80.15 79.40 76.35 78.65
4 Mason day 86.95 79.10 77.70 81.25
5 Carpenter/Joiner day 86.95 83.55 86.50 85.60
6 Steel Bar Bender and Fixer day 87.20 83.80 89.10 86.70
7 Pnuematic Tool Operator day 96.05 88.85 98.90 94.60
8 Welder day 92.60 99.30 85.80 92.60
9 Ringger/Driller day 100.30 92.20 98.75 97.10
10 Fitter day 96.70 80.80 92.90 90.10
11 Pavior/Plasterer day 90.00 87.15 86.25 87.80
12 Drainlayer day 89.35 82.90 75.45 82.60
13 Lorry Driver day 96.95 83.40 83.65 88.00
14 Watchman day 90.00 65.65 61.80 72.50
15 Plant/Excavator Operator/Driver day 106.15 90.20 82.00 92.80
16 Electrician day 95.90 93.60 88.00 92.50
17 Metal Worker day 89.70 89.35 84.45 87.85
81 KOS SEWA LOJI & PERALATAN
JABATAN PENGAIRAN DAN SALIRAN, MALAYSIA
JADUAL PURATA KADAR HARGA 2014
5.0 KOS SEWA LOJI DAN PERALATAN
5.1 TUJUAN
Bahagian ini mengandungi maklumat berhubung dengan kos sewa loji dan peralatan.
5.2 BENTUK MAKLUMAT DAN PERTIMBANGAN
Maklumat diberikan dalam bentuk RM sejam.
Kadar Harga adalah termasuk:-
(i) loji/peralatan yang disewa, pajak ataupun milik Kontraktor sendiri;
(ii) tambahan lima belas peratus (15%) seperti yang dinyatakan dalam klausa 25.2 Syarat-syarat Kontrak JKR 203A (Rev. 1/2010).
82 JADUAL PURATA KADAR HARGA 2014
5.3 : KOS SEWA LOJI DAN PERALATAN
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
1 Backhoe hour 57.20 59.90 53.15 56.75
2 Dragline RB 19 hour 65.45 82.90 86.70 78.35 RB 22 hour 75.00 105.35 115.00 98.45 RB 30 hour 95.00 105.65 123.35 108.00
3 Excavator Up to 0.5 m3 hour 71.90 82.30 72.50 75.60 0.5 m3 to 1.0 m3 hour 79.00 39.40 88.15 68.85 Over 1.0 m3 hour 98.50 113.40 94.40 102.10
4 Excavator Hydraulic Operated Up to 0.5 m3 hour 82.40 97.95 92.80 91.05 0.5 m3 to 1.0 m3 hour 98.30 99.05 107.20 101.50 Over 1.0 m3 hour 115.40 111.30 97.50 108.10
5 Face Showel Model 920 hour 75.64 90.57 76.00 80.75 Model 950 hour 86.00 104.85 88.00 92.95 Model 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 Bulldozer Model D4 hour 77.15 89.95 87.15 84.75 Model D6 hour 90.40 97.30 95.70 94.50 Model D8 hour 99.25 109.10 110.00 106.10
10 Tractor hour 61.75 83.60 78.35 74.60
11 Mobile Crane 3 tonne hour 65.70 73.30 61.70 66.90 16 tonne hour 79.15 95.35 103.65 92.70 25 tonne hour 89.90 100.15 110.00 100.00 35tonne hour 127.30 138.55 147.15 137.70 40 tonne hour 169.50 174.45 185.00 176.30
12 Motor Grader hour 105.30 104.20 136.36 115.30
83 JADUAL PURATA KADAR HARGA 2014
5.3 : KOS SEWA LOJI DAN PERALATAN
PURATA KADAR HARGA 2014 (RM) BIL KETERANGAN KERJA UNIT KAWASAN KAWASAN KAWASAN KESELURUHAN UTARA TENGAH TIMUR
13 Dumper Up to 0.5 m3 hour 75.00 76.40 66.00 72.50 0.5 m3 to 3.5 m3 hour 99.45 86.30 73.00 86.25
14 Steel Roller 8 tonne hour 74.60 90.40 107.50 90.85 12 tonne hour 84.40 107.20 124.45 105.35
15 Low Loader hour 151.35 125.40 156.25 144.35
16 Lorry 6 tonne hour 56.70 64.40 72.20 64.45 8 tonne hour 62.85 80.70 90.00 77.85 10 tonne hour 75.80 88.90 100.45 88.40
17 Tipper without road tax 6 tonne hour 52.65 61.90 52.50 55.70 10 tonne hour 64.30 70.50 65.00 66.60
18 Tipper with road tax 6 tonne hour 60.45 71.65 58.40 63.50 10 tonne hour 79.60 91.45 72.50 81.20
19 Concrete Mixer Concrete Mixer 7/5 hour 28.30 40.00 45.55 37.95 Concrete Mixer 10/7 hour 35.45 49.30 49.45 44.75 Concrete Mixer 14/10 hour 56.20 60.10 68.75 61.70 Concrete Mixer 21/14 hour 67.80 74.80 85.00 75.90
20 Water Pump 3'' Diameter hour 31.20 36.95 56.00 41.40 6'' Diameter hour 36.20 43.25 66.00 48.50 8" Diameter hour 59.40 63.85 77.85 67.05
21 Welding and cutting set complete Oxy - acetylene hour 68.95 73.20 86.7 76.30 Electric hour 65.40 80.41 82.50 76.10
22 Drilling machine complete with all necessary hour 82.75 105.65 125.00 104.50 equipment
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