JABATAN PENGAIRAN DAN SALIRAN NEGERI SELANGOR
JABATAN PENGAIRAN DAN SALIRAN NEGERI SELANGOR
Sebutharga untuk kerja JPS Negeri Selangor
Sila sebutkan harga bagi mengadakan segala bahan-bahan, peralatan, jentera dan tenaga buruh serta mengikuti syarat- syarat yang ditentukan bagi kerja:-
Kerja-Kerja Penyiasatan Tanah Bagi Projek Penstabilan Tebing Sungai Aur, Daerah Klang, Selangor Darul Ehsan
Tawaran akan ditutup pada 12.00 tengahari 18hb. Jun 2020 (Khamis) di Pejabat Pengarah Pengairan dan Saliran Negeri
Selangor, Tingkat 5, Blok Podium Selatan, Bangunan Sultan Xxxxxxxxxx Xxxxx Xxxx Xxxx, 00000 Xxxx Xxxx, Xxxxxxxx Xxxxx Xxxxx. Tawaran hendaklah di masukkan kedalam sampul surat bermeteri yang di tandakan di sudut kanan Rujukan Sebutharga.
BILL NO. 1: GENERAL CONDITION AND PRELIMINARIES
ITEM NO. | DESCRIPTION | UNIT | QTY | RATE RM | AMOUNT RM |
1.1 | Allow for Compliance with the terms of the | LS | |||
Conditions of Quotation or Schedule of | |||||
Rates | |||||
1.2 | Allow for Compliance with the Terms of the | LS | |||
Preliminaries of the Specification | |||||
1.3 | Allow for the Compliance with the terms of | LS | |||
the Preambles of the Schedule of Rates | |||||
1.4 | Allow for obtaining of approval and permit | LS | |||
including payment, if any from the relevent | |||||
authorities for execution of works. | |||||
1.5 | Allow for provision of full time professional attendance on site for the duration of the site | LS | |||
operations. |
1.6 1.7 | Allow for provision of five (5) nos. copy of complete Final Factual Report, compiled and bound set of all field and Laboratory sheets and one copy of Factual Report in electronics format (CD) Provide additional copies of final factual report | LS No. | Rate Only | ||
Total for Bill No. 1 carried General Summary | |||||
BILL NO. 2: DEEP BORING WITH BORING PLANTS
ITEM NO. | DESCRIPTION | UNIT | QTY | RATE RM | AMOUNT RM |
2.1 | Boring Plan-Mobilisation | ||||
2.1.1 | Mobilisation of Boring Plants and all and every required ancillaries to complete works under this contract to the site including erecting the plants at the first borehole location if necessary, staging on barges or any other means of supporting and stabilising the boring plant above water level, erecting, dismantling and demobilisation from the site after completion of works. | LS | |||
2.1.2 | Moving the plant from each position to the next including, if necessary, dismantling and re-erecting on ground or on supports in Item 2.1.1 above, including the provision of any staging if necessary for test location on land (@1 no / borehole) | No. | 5 | ||
2.1.3 | Ditto - but for test location over water on very soft grounds requiring special staging. | No. | Rate Only |
2.2 | Boring in Soil | ||||
2.2.1 | Carry out boring whether cased or uncased, | ||||
and obtain disturbed soil samples as | |||||
specified: | |||||
2.2.1.1 | Depth from existing ground level to not | m | 60 | ||
exceeding (n.e.) 10m. | |||||
2.2.1.2 | Ditto-exceeding 10m but n.e. 20m | m | 60 | ||
2.2.1.3 | Ditto-exceeding 20m but n.e. 30m | m | 60 | ||
2.2.1.4 | Ditto-exceeding 30m but n.e. 40m | m | 60 | ||
2.2.1.4 | Ditto-exceeding 40m but n.e. 50m | m | 60 | ||
2.3.1 | Carry out diamond core drilling of 30.2mm | ||||
minimum diameter into any kind of rock | |||||
including delivery of cores in standard boxes | |||||
to the selected Laboratory. | |||||
2.3.1.1 | Depth from existing ground level to not exceeding (n.e.) 10m. | m | Rate Only | ||
2.3.1.2 | Ditto-exceeding 10m but n.e. 20m | m | Rate Only | ||
2.3.1.3 | Ditto-exceeding 10m but n.e. 30m | m | Rate Only | ||
2.3.1.4 | Exceeding 30m | m | Rate Only | ||
2.4 | Insitu Field Tests | ||||
2.4.1 | Carry out Standard Penetration Test every | ||||
1.5m depth interval and obtaining disturbed | |||||
samples as Specified. | |||||
2.4.1.1 | Depth from existing ground level to not exceeding (n.e.) 10m | No. | 36 | ||
2.4.1.2 | Ditto-exceeding 10m but n.e. 20m | No. | 42 |
2.4.1.3 2.4.1.4 2.4.1.4 | Ditto-exceeding 20m but n.e. 30m Ditto-exceeding 30m but n.e. 40m Ditto-exceeding 40m but n.e. 50m | No. No. No. | 36 42 36 | ||
Sub-total for Xxxx Xx. 2 Carried Forward | |||||
BILL NO. 3: IN-SITU TESTS (PART 9 : BS 1377 : 1990)
ITEM NO. | DESCRIPTION | UNIT | QTY | RATE RM | AMOUNT RM |
3.1 | Collecting Undisturbed Samples Collecting undisturbed soil samples using STATIONARY POSTON SAMPLER from every borehole (@3 nos / borehole) Other Field Tests Install 25mm PVC pipe in existing borehole to required depths incluive monitoring of groundwater level in pipe on a fortnightly basis Length of PVC pipe not exceeding 15m Length of PVC pipe not exceeding 20m | ||||
3.1.1 | Nos. | 24 | |||
3.2 | |||||
3.2.1 | |||||
3.2.2 | |||||
No. | |||||
3.2.3 | |||||
No. | 2 | ||||
Total for Bill No. 3 Carried to General Summary | |||||
BILL NO. 4: LABORATORY TESTING
ITEM NO. | DESCRIPTION | UNIT | QTY | RATE RM | AMOUNT RM |
4.1 | Classification Tests | ||||
( As per B.S 1377: Part 2: 1990) | |||||
4.1.1 | Carry out classification tests: | ||||
4.1.1.1 | Moisture content (Method 3.2) (@3 nos / borehole) | No | 18 | ||
4.1.1.2 | Liquid Limit (Method 4.3) (@3 nos / borehole) | No | 18 | ||
4.1.1.3 | Plastic Limit (Method 4.3) (@3 nos / borehole) | No | 18 | ||
4.1.1.4 | Plasticity Index (Method 5.3) (@3 nos / | No | 18 | ||
borehole) | |||||
4.1.1.5 | Linear shrinkage (Method 6.5) (@3 nos / borehole) | No | 18 | ||
4.1.1.6 | Specific Gravity (Method 8.2 or 8.4) (@3 nos / | No | 18 | ||
borehole) | |||||
4.1.1.7 | Bulk Density (Method 7.2 or 7.3) (@3 nos / | No | 18 | ||
borehole) | |||||
4.1.1.8 | Particle Size Distribution for course grained soil | No | 18 | ||
(Method 9.2) (@3 nos / borehole) | |||||
4.1.1.9 | Particle Size Distribution for fine-grained soil | No | 18 | ||
(Method 9.5) (@3 nos / borehole) | |||||
4.2 | Soil Strength Tests | ||||
4.2.1 | Carry out strength test on undisturbed samples: |
4.2.1.1 | One dimensional consolidation on | No | 6 | ||
undisturbed soil sample (Method 3) B.S 1377: | |||||
Part 5 (@1 no / borehole) | |||||
4.2.1.2 | Unconfined compression strength (Method 8) or | No | Rate Only | ||
ASTM. D2 166-66 (1972) | |||||
4.2.1.3 | Unconsolidated undrained triaxial compression | No | 12 | ||
test without porewater pressure measurement | |||||
(Method 8, B.S 1377: Part 7) for one specimen | |||||
only (@2 nos / borehole) | |||||
4.2.1.4 | Similar to item 4.2.1.3 - but involving at least 3 | Series | 12 | ||
specimens to obtain the cohesion value and | |||||
friction angles (@2 nos / borehole) | |||||
4.2.1.5 | CIU Tests (@1 no / borehole) | No | 6 | ||
4.3 | Soil Chemical Test | ||||
4.3.1 | Soil Chemical Test (As per BS 1377: Part | ||||
3:1990) | |||||
4.3.1.1 | Organic matter content (Method 3) (@1 no / | No | 6 | ||
borehole) | |||||
4.3.1.2 | Sulphate content of ground water or soil | No | 6 | ||
(Method 5) (@1 no / borehole) | |||||
4.3.1.3 | pH value (Method 9) (@1 no / borehole) | No | 6 | ||
4.3.1.4 | Chloride content (Method 7) (@1 no / borehole) | No | 6 | ||
Total for Bill No. 4 Carried to General Summary | |||||
BILL NO. 5: GENERAL SUMMARY
XXXX NO | DESCRIPTION | FROM PAGE NO. | AMOUNT (RM) |
1 | GENERAL CONDITIONS AND PRELIMINARIES | BQ-1 | |
2 | DEEP BORING WITH BORING PLANTS | BQ-2 to BQ-3 | |
3 | INSITU TESTS (PART 9 : BS 1377 : 1990) | BQ-6 to BQ-7 | |
4 | LABORATORY TESTING | BQ-5 | |
TOTAL:
The time of completion of al works shall be Weeks
Signature :
Name :
Designation :
Chop/Seal of :
firm
Date :
PENGAKUAN.
Saya/Kami bersetuju dan patuh kepada syarat-syarat yang dikenakan seperti di atas.
Tarikh : ........................... Tandatangan: ..............................................
(Pemborong/kontraktor)
Nama : ..............................................
No.K/P : ..............................................
Xx.Xxx : ..............................................
Tarikh : ........................... Tandatangan: ..............................................
(Saksi)
Nama : ..............................................
No.K/P : ..............................................
Xx.Xxx : ..............................................
Lampiran ‘A’
SYARAT-SYARAT
1. Pemborong/kontraktor dianggap telah melawat dan mengetahui akan tempat kerja yang dijalankan dan berpuashati dengan syarat-syarat yang dikenakan dan mengkaji dengan terperinci masalah yang akan timbul bersabit dengan kerja ini supaya tidak menjejaskan kerja. Segala tuntutan yang bersabit dengan kerja ini tidak boleh dibuat dan tidak akan dilayan.
2. Pemborong/kontraktor yang berjaya hendaklah memulakan kerja dalam tempoh 7 hari dari tarikh surat tawaran dan hendaklah mengikut arahan dan kelulusan Pegawai Penguasa JPS Negeri Selangor atau wakilnya.
a) Jika pemborong gagal memulakan kerja dalam tempoh 7 hari akan dibatalkan dan tindakan tatatertib akan diambil terhadap pemborong mengikut syarat-syarat pendaftaran.
b) Jika pemborong tidak menyiapkan kerja dalam masa yang ditetapkan, tindakan secara pembayaran gantirugi dan penggantungan lesen dan pendaftaran atau apa-apa cara lain yang difikirkan patut oleh Pegawai Penguasa JPS Negeri Selangor atau wakilnya.
3. Hanya pekerja-pekerja yang mahir dalam bidang masing-masing sahaja yang patut digunakan. Pemborong dan pekerja-pekerjanya hendaklah menjalankan kerja dengan baik dan cermat. Sebarang kerosakan oleh sebab kecuaian pihak pemborong atau pekerjanya hendaklah dibaiki atau diganti atas perbelanjaan pemborong sendiri.
5. Apabila siap, segala sampah sarap serpihan dan lebihan hendaklah dibersihkan dan dibuang ke tempat yang dibenarkan oleh Pihak Berkuasa Tempatan (PBT).
6. Pemborong adalah dikehendaki mengambil insuran bagi pekerja (Workmen’s Compensation) serta mencarumkan dengan SOCSO bagi semua pekerjanya.
8. Sebarang pertanyaan hendaklah dikemukakan ke Bahagian Pengurusan Sumber Air Dan Hidrologi, JPS Negeri Selangor.