dokumen sebutharga - Arkib Negara Malaysia

Transcription

ARKIB NEGARA MALAYSIA
(KEMENTERIAN PELANCONGAN DAN KEBUDAYAAN)
JALAN DUTA
50568 PUTRAJAYA
DOKUMEN SEBUTHARGA
NO SEBUTHARGA : SH/ANM/P/11/2014
TAJUK KERJA:
KERJA-KERJA PENGGANTIAN TINGKAP SEDIA ADA
KEPADA TINGKAP BINGKAI ALUMINIUM DI
BANGUNAN WISMA WARISAN, JABATAN ARKIB
NEGARA, JALAN DUTA, KUALA LUMPUR
9 Oktober 2014
TARIKH TUTUP: ________________________
Nama Kontraktor:…………………………………
Alamat:……………………………………………
……………………………………………………
……………………………………………………
Kelas:…………. Tempoh Daftar:………………..
………………..
Taraf: BP / BBP Tempoh Daftar:………………..
………………..
No Sebutharga: SH/ANM/P/11/2014
SENARAI SEMAKAN
(BEKALAN/PERKHIDMATAN/KERJA)
Sila tandakan /
Bagi Dokumen-dokumen Yang Disertakan.
Bil.
Perkara/Dokumen
1.
Salinan Sijil Akuan Pendaftaran Dari Kementerian
Kewangan (Bekalan/Perkhidmatan)
2.
Salinan Sijil Akuan Bumiputera Dari Kementerian
3.
Salinan Sijil Akuan Pembuat Dari Kementerian
4.
Salinan Sijil Pendaftaran Dari Pusat Khidmat
Kontraktor (Kerja)
5.
Salinan Sijil Taraf Bumiputera Dari Pusat
Khidmat Kontraktor (Kerja)
6.
Salinan Sijil Pendaftaran Dari CIDB
7.
Borang Sebut Harga Telah Diisi Dengan Lengkap
(termasuk nilai tawaran dan tempoh siap) dan
Ditandatangani
8.
Borang Maklumat Penyebut Harga
9.
Pematuhan Kepada Spesifikasi
10.
Borang Penyerahan Contoh Dan Katalog (jika
berkaitan)
11.
Cadangan Penyelenggaraan/Penyenggaraan
(jika perlu)
12.
Senarai Kakitangan Teknikal (jika berkaitan)
Untuk Di tanda
Oleh Syarikat
Untuk Di tanda
Oleh Jawatankuasa
Pembuka Sebut
Harga
Bil.
Untuk Di tanda
Oleh Syarikat
Perkara/Dokumen
13.
Salinan Penyata Bulanan Akaun Bank bagi
Tiga
(3) Bulan Terakhir
14.
Lain-lain Sekiranya Ada
Untuk Di tanda
Oleh Jawatankuasa
Pembuka Sebut
Harga
PENGESAHAN OLEH SYARIKAT
UNTUK KEGUNAAN JABATAN
Dengan ini saya mengesahkan bahawa
saya telah membaca dan memahami
semua syarat-syarat dan terma yang
dinyatakan di dalam dokumen sebut
harga.
Semua
maklumat
yang
dikemukakan adalah benar.
Jawatankuasa Pembuka Sebut Harga
mengesahkan penerimaan dokumen
bertanda kecuali bagi perkara bil.
................... (jika ada).
Tandatangan:
Tandatangan:
Nama:
Nama:
Jawatan:
Jawatan:
Tarikh:
Tarikh:
Tandatangan:
Nama:
Jawatan:
Tarikh:
KEPADA TINGKAP BINGKAI ALUMINIUM DI BANGUNAN
WISMA WARISAN, JABATAN ARKIB NEGARA, JALAN DUTA,
KUALA LUMPUR
KANDUNGAN:
1.0 Notis Sebutharga.
2.0 Arahan Kepada Penyebut Harga
3.0 Syarat-syarat Sebut Harga Untuk Kerja.
4.0 Syarat-syarat Am Sebutharga.
5.0 Specifications.
5.1 Specification for Carpentry, Joinery and Ironmongery Works
5.2 Specification for Structural Steel and Metal Works
6.0 Borang Sebut Harga Kerja.
7.0 Ringkasan Sebut Harga (Pukal).
8.0 Jadual Harga.
9.0 Lampiran,
A. Latar Belakang Kontraktor
B. Borang Performance Bond
C. Borang Perjanjian Inden Kerja
D. Surat Akuan Pembida & Surat Akuan Pembida Berjaya
1.0 NOTIS SEBUTHARGA
ARKIB NEGARA MALAYSIA
(KEMENTERIAN PELANCONGAN DAN KEBUDAYAAN)
SEBUTHARGA SH/ANM/P/11/2014
TAJUK KERJA :
KEPADA TINGKAP
BINGKAI
ALUMINIUM
DI
BANGUNAN WISMA WARISAN, JABATAN ARKIB
1.
Sebutharga adalah dipelawa daripada kontraktor-kontraktor yang berdaftar dengan
Lembaga Pembangunan Industri Pembinaan Malaysia (CIDB) dalam Kelas G2 di bawah
Kategori B Pembinaan Bangunan, Pengkhususan B12, bertaraf bumiputera dari PKK
dibenarkan menyertai kerja-kerja Sebutharga ini.
2.
Borang-borang Sebutharga boleh didapati pada 1/10/2014 (Rabu) dengan memuat
turun melalui portal rasmi Arkib Negara Malaysia (www.arkib.gov.my) sepanjang tempoh iklan
tawaran. Kontraktor-kontraktor yang ingin menyertai Sebutharga di atas hendaklah membawa
Surat Pendaftaran Asal CIDB dan Sijil Taraf Bumiputera dari PKK.
3.
Semua borang Sebutharga yang telah lengkap diisikan hendaklah dimasukkan ke
dalam Peti Sebutharga di Arkib Negara Malaysia, Bahagian Khidmat Pengurusan,
Seksyen Pembangunan dan Pengurusan Aset, Tingkat 2, Wisma Warisan, Jalan Duta,
50568 Kuala Lumpur tidak lewat dari jam 12.00 tengahari pada hari Khamis (9/10/2014).
4.
‘LAWATAN TAPAK’ adalah diwajibkan kepada semua penyebutharga dan akan di
adakan pada 2/10/2014 (Khamis) jam 2.30 petang. Adalah dimaklumkan bahawa taklimat
akan hanya diadakan sekali sahaja. Penyebutharga dikehendaki berkumpul di Auditorium,
Wisma Warisan, Jalan Duta, 50568 Kuala Lumpur pada masa dan tarikh yang telah
ditetapkan di atas. Penyebutharga yang gagal hadir sesi taklimat pada tarikh dan masa yang
telah ditetapkan adalah dianggap tidak berminat dengan kerja Sebutharga ini.
5.
Arkib Negara Malaysia, Kementerian Pelancongan dan Kebudayaan Malaysia tidak
terikat untuk menerima tawaran terendah atau mana-mana tawaran. Sebarang pertanyaan
berkenaan sebutharga boleh hubungi Encik Mohd Faridzul bin Ab Rahman di talian 03-6209
0666 atau Puan Zarina binti Aziz di talian 03-6209 0636.
2.0 ARAHAN KEPADA PENYEBUT HARGA
ARAHAN KEPADA PENYEBUT HARGA
1.
HAK KERAJAAN UNTUK MENERIMA / MENOLAK SEBUTHARGA.
Kerajaan adalah tidak terikat untuk menerima Sebut harga yang terendah atau manamana Sebut harga atau memberi apa-apa sebab di atas penolakan sesuatu
Sebutharga. Keputusan Jawatankuasa Sebutharga adalah muktamad.
2.
CARA-CARA MELENGKAPKAN DOKUMEN SEBUTHARGA.
2.1.
Penyediaan Sebutharga.
Kontraktor adalah dikehendaki mengisi dengan dakwat segala maklumat
berikut dengan sepenuhnya :(a)
Harga dan tandatangan Kontraktor di Ringkasan Sebut Harga.
(b)
Harga, tempoh dan tandatangan dalam Borang Sebut Harga.
(c)
Senarai Kerja Dalam Tangan.
(d)
Maklumat Kontraktor di Bahagian Details of Contractor dan Details of
Sub-Contractor.
(e)
Jadual Kadar Harga (Jika ada)
(f)
Butir – butir Spesifikasi (Jika ada)
Jika berlaku kesilapan dalam mengisi maklumat-maklumat di atas Kontraktor
hendaklah menandatangani ringkas semua pembetulan.
2.2.
2.3.
Penyerahan Dokumen Sebutharga.
(a)
Dokumen Sebutharga yang telah diisi dengan lengkap hendaklah
dimasukkan ke dalam sampul surat berlakri yang dicatatkan dengan
bilangan sebutharga SH/ANM/P/11/2014 serta tajuk sebut harga dan
hendaklah dimasukkan ke dalam peti sebut harga pada masa dan
tempat yang ditetapkan dalam Notis Sebut Harga.
(b)
Jika Dokumen Sebut Harga tidak diserahkan dengan tangan,
Pentender hendaklah menghantar Dokumen tersebut dengan pos
supaya tiba pada atau sebelum masa dan di tempat yang ditetapkan.
(c)
Sebutharga yang diserahkan selepas masa yang ditetapkan,
berbangkit dari sebarang sebab, tidak akan dipertimbangkan.
Penjelasan Lanjut.
Sekiranya terdapat maklumat dalam Dokumen Sebut Harga yang tidak jelas
atau bercanggah, Kontraktor boleh menghubungi pejabat ini untuk penjelasan
lanjut.
Arkib Negara Malaysia,
Bahagian Khidmat Pengurusan
Seksyen Pembangunan dan Pengurusan Aset,
Tingkat 2, Wisma Warisan,
Jalan Duta, 50568 Kuala Lumpur.
(u.p.: Pn.Zarina Binti Aziz)
Tel : 03-6209 0636
Faks : 03-6201 5679
3.
TEMPOH SIAP KERJA
Kerja ini hendaklah disiapkan dalam tempoh masa tidak melebihi 2 bulan.
4.
PERBELANJAAN PENYEDIAAN DOKUMEN SEBUTHARGA.
Semua perbelanjaan bagi penyediaan sebut harga ini hendaklah ditanggung oleh
Penyebutharga sendiri.
5.
TEMPOH SAH SEBUTHARGA.
Sebutharga ini sah selama 90 hari dari tarikh tutup Sebutharga. Kontraktor tidak boleh
menarik balik sebut harganya sebelum tamat tempoh sah sebut harga. Tindakan
tatatertib akan diambil sekiranya Kontraktor menarik balik sebut harganya sebelum
tamat tempoh sah Sebutharga.
6.
LAWATAN TAPAK.
Lawatan Tapak akan diadakan seperti yang diiklankan dalam borang sebutharga dan
kehadiran pentender adalah Wajib.
7.
BARANGAN IMPORT DAN PERKHIDMATAN ASING.
Pentender hendaklah mengambilkira di dalam tawarannya ke atas masa dan
perbelanjaan yang diperlukan bagi mematuhi syarat-syarat penggunaan barangan
import. Pentender tidak dibenarkan mengimport sebarang bahan, loji, peralatan,
kenderaan atau lain-lain barangan berkaitan dengan kerja-kerja sebutharga ini kecuali
yang telah diluluskan oleh MITI (Ministry International Trade & Industry).
Sekiranya barangan tempatan tiada di dalam pasaran, pentender hendaklah memohon
kebenaran daripada MITI dan Jabatan Perbendaharaan Negara bagi menggunakan
barangan import.
3.0 SYARAT-SYARAT SEBUTHARGA UNTUK KERJA
SYARAT-SYARAT SEBUTHARGA UNTUK KERJA
1.
PEMERIKSAAN TAPAKBINA.
Kontraktor disifatkan telah memeriksa dan meneliti tapak bina dan sekitarnya, bentuk
dan jenis tapak bina, takat dan jenis kerja, bahan dan barang yang perlu bagi
menyiapkan Kerja, cara-cara perhubungan dan laluan masuk ke tapak bina dan
hendaklah mendapatkan sendiri segala maklumat yang perlu tentang risiko, luar
jangkaan dan segala hal-keadaan yang mempengaruhi dan menjejas sebut harganya.
Sebarang tuntutan yang timbul akibat daripada kegagalan Kontraktor mematuhi
kehendak ini tidak akan dipertimbangkan.
2.
INSURANS.
Kontraktor hendaklah atas nama bersama Kerajaan dan Kontraktor mengambil
insurans seperti berikut :a)
Insurans Pampasan Pekerja (Workmen Compensation) dan / atau Nombor
Pendaftaran dengan PERKESO bagi kesemua pekerjanya.
b)
* Insurans Liabiliti Awam dan / atau Insurans Kerja (sekiranya dinyatakan di
dalam Butir-Butir Ringkasan Sebut harga).
bagi tempoh perlaksanaan Kerja ini.
Kontraktor hendaklah mengemukakan kepada Pegawai Inden semua polisi insurans
dan Nombor Kod Pendaftaran dengan PERKESO yang tersebut di atas sebelum
memulakan kerja. Bagaimanapun untuk tujuan memulakan kerja sahaja Nota-nota
Perlindungan dan resit-resit bayaran premium adalah mencukupi. Sekiranya
Kontraktor gagal mengemukakan semua polisi Insurans selepas tempoh sah Notanota Perlindungan, tanpa sebarang sebab yang munasabah, Pegawai Inden berhak
mengambil tindakan seperti di bawah fasal 11(d).
3.
BON PERLAKSANAAN
Kontraktor hendaklah mengemukakan Bon Perlaksanaan sebanyak 5.0% daripada
jumlah Harga Kontrak (Kontraktor dibenarkan membuat pilihan untuk mengemukakan
sama ada Jaminan Bank/ Jaminan Insurans atau Kaedah Wang Jaminan
Perlaksanaan)
4.
BAYARAN PENDAHULUAN
Bagi kontrak kerja, bayaran pendahuluan boleh diberi sehingga 25% daripada jumlah
nilai kerja pembina ( Builder,s Works ) atau maksimum RM 100,000 mengikut mana
yang lebih rendah.
4.1
Bagi mendapat kemudahan bayaran pendahuluan tersebut,syarat-syarat
berikut handaklah dipatuhi:
a)
Dibenarkan bagi kontrak yang bernilai melebihi RM 200,000.00 hingga
RM 500,000.00
b)
Inden Kerja/Pesanan Kerajaan telah ditandatangani dan di keluarkan.
4.2
5.
c)
Polisi-Polisi insuran yang dinyatakan dalam syarat-syarat kontrak
telah dikemukakan.
d)
Jaminan bagi bayaran pendahuluan bagi bekalan/perkhidmatan/kerja
hendaklah dikemukakan seperti yang ditetapkan dalam AP200.2(b).
Jaminan hendaklah dama nilainya dengan bayaran pendahuluan.
e)
Bayaran pendahuluan hendaklah dipohon pada peringkat awal
kontrak dan tidak melebihi satu(1) bulan dari tarikh inden
Keja/Pesanan kerajaan dimana berkaitan; dan
f)
Bayaran pendahuluan tidak dibenarkan bagi perolehan
bekalan/Perkhidmatan/siap
jika
tempoh
penghantaran/
Perkhidmatan/siap kerja tidak melebihi tiga (3) bulan.
Bayaran Balik pendahuluan hendaklah dibuat melalui potongan ke atas
bayaran kemajuan mengikut peringkat atau mengikut peringkat bekalan yang
disempurnakan. Bagi kontrak kerja, potongan hendaklah sesesai selawatlewatnya semasa projek siap pada tahap 75% bekalan atau perkhidmatan
disempurnakan.
PERATURAN PERLAKSANAAN KERJA.
5.1
Kerja-kerja yang dilaksanakan hendaklah mematuhi Spesifikasi, Pelan-pelan,
Butir-butir kerja dalam Ringkasan Sebut Harga dan Syarat-Syarat yang
dinyatakan dalam Dokumen Sebut Harga ini dan arahan Pegawai Inden atau
Wakilnya.
*5.2
Kerja-kerja elektrik yang dilaksanakan disamping mematuhi kehendak di
perenggan 5.1 di atas, hendaklah juga mematuhi semua peraturan dan
pekeliling, undangundang dan undang-undang kecil yang diluluskan oleh:
(i) Suruhanjaya Tenaga
(ii) Jabatan Keselamatan Pekerjaan dan Kesihatan
(iii) Pemegang Lesen dan Pihak Berkuasa Bekalan Elektrik
(iv) Jabatan Bomba dan Penyelamat
(v) Pihak Berkuasa Tempatan
6.
KEGAGALAN KONTRAKTOR MEMULAKAN KERJA.
Sekiranya Kontraktor gagal memulakan kerja selepas tujuh (7) hari dari tarikh akhir
tempoh mula kerja yang dinyatakan dalam Inden, tanpa sebab-sebab yang
munasabah, Inden akan dibatalkan oleh Pegawai Inden dan tindakan tatatertib akan
diambil terhadap Kontraktor.
7.
SUB-SEWA DAN MENYERAHHAK KERJA.
Kontraktor tidak dibenarkan mengsub-sewakan Kerja kepada kontraktor-kontraktor
lain. Kontraktor tidak boleh menyerahhak apa-apa faedah di bawah Inden Kerja ini
tanpa terlebih dahulu mendapatkan persetujuan bertulis daripada Pegawai Inden.
8.
9.
10.
PENOLAKAN BAHAN, BARANG DAN KERJA OLEH PEGAWAI INDEN.
8.1
Pegawai Inden atau Wakilnya berhak menolak bahan, barang dan mutu hasil
kerja dari jenis piawaian yang tidak menepati seperti diperihalkan dalam
spesifikasi. Kontraktor hendaklah, apabila diminta oleh Pegawai Inden,
memberi kepadanya baucar-baucar dan/atau perakuan ujian pengilang untuk
membuktikan bahawa bahan-bahan dan barang-barang itu mematuhi
Spesifikasi. Bahan, barang dan kerjakerja yang ditolak hendaklah diganti dan
sebarang kos tambahan yang terlibat hendaklah ditanggung oleh Kontraktor
sendiri.
8.2
Kontraktor hendaklah dengan sepenuhnya atas perbelanjaan sendiri
menyediakan sampel bahan dan barang-barang untuk ujian.
8.3
Tiada penggantian untuk peralatan, bahan dan cara kerja yang telah
ditentukan di dalam spesifikasi atau ditawarkan dan telah diterima, dibenarkan
kecuali mendapat persetujuan daripada Pegawai Inden secara bertulis.
RINGKASAN SEBUTHARGA.
(i)
Ringkasan Sebutharga hendaklah menjadi sebahagian daripada Borang Sebut
Harga ini dan hendaklah menjadi asas jumlah Harga Sebut Harga.
(ii)
Harga-harga dalam Ringkasan Sebut Harga hendaklah mengambil kira semua
kos termasuk kos pengangkutan, cukai, duti, bayaran dan caj-caj lain yang
perlu dan berkaitan bagi penyiapan Kerja dengan sempurnanya.
(iii)
Tiada sebarang tuntutan akan dilayan bagi pelarasan harga akibat daripada
perubahan kos buruh, bahan-bahan dan semua duti dan cukai Kerajaan,
samada dalam tempoh sah Sebutharga atau dalam tempoh Kerja.
(iv)
Harga-harga dalam Ringkasan Sebutharga yang dikemukakan oleh Kontraktor
hendaklah tertakluk kepada persetujuan sebelumnya daripada Pegawai Inden
tentang kemunasabahannya. Persetujuan sebelumnya itu dan apa-apa
pelarasan kemudiannya kepada harga-harga dalam Ringkasan Sebutharga
hendaklah dibuat sebelum Inden Kerja dikeluarkan.
(v)
Apa-apa pelarasan harga dalam Ringkasan Sebutharga menurut perenggan
(iv) tersebut di atas dan apa-apa kesilapan hisab dalam Ringkasan
Sebutharga hendaklah dilaras dan diperbetulkan sebelum Inden Kerja
dikeluarkan. Jumlah amaun yang dilaraskan hendaklah sama dengan amaun
jumlah harga pukal dalam Borang Sebutharga. Amaun jumlah harga pukal
dalam Borang Sebutharga hendaklah tetap tidak berubah.
PERCANGGAHAN DALAM DOKUMEN SEBUTHARGA.
(i)
Dokumen Sebut Harga adalah dikira sebagai saling jelas-menjelas antara satu
sama lain. Kontraktor hendaklah mengadakan segala yang perlu untuk
melaksanakan kerja dengan sewajarnya sehinggalah siap mengikut tujuan
dan maksud sebenar. Dokumen Sebut Harga pada keseluruhannya sama ada
atau tidak tujuan dan maksud itu ada ditunjuk atau diperihalkan secara
khusus, dengan syarat bahawa tujuan, maksud itu hendaklah difahamkan
dengan munasabahnya dari Dokumen Sebut Harga itu.
(ii)
11.
Jika Kontraktor mendapati apa-apa percanggahan dalam Dokumen
Sebutharga dia hendaklah merujuk kepada Pegawai Inden untuk
mendapatkan keputusan.
BAYARAN KEMAJUAN.
Pegawai Inden dibenarkan membuat bayaran interim sehingga kerja-kerja siap
dilaksanakan.
12.
KEGAGALAN KONTRAKTOR
PERLANTIKAN KONTRAKTOR.
MENYIAPKAN
KERJA
DAN
PENAMATAN
Pegawai Inden berhak membatalkan Inden Kerja sekiranya Kontraktor berada dalam
keadaan berikut dan setelah menerima surat amaran daripada Pegawai Inden:
13.
(i)
Sekiranya Kontraktor masih gagal menyiapkan Kerja dalam tempoh masa
yang telah ditetapkan;
(ii)
Kemajuan Kerja terlalu lembab tanpa apa-apa sebab yang munasabah;
(iii)
Penggantungan perlaksanaan seluruh atau sebahagian Kerja, tanpa apaapa sebab yang munasabah;
(iv)
Tidak mematuhi arahan Pegawai Inden tanpa apa-apa alasan yang
munasabah; dan
(v)
Apabila Kontraktor diisytiharkan bankrap oleh pihak yang sah.
KERJA PERUBAHAN.
(i) Pegawai Inden boleh menurut budi bicaranya mengeluarkan arahan-arahan
yang berkehendakkan sesuatu perubahan kerja dengan secara bertulis. Tiada
apa-apa perubahan yang dikeluarkan oleh Pegawai Inden atau yang disahkan
kemudian oleh Pegawai Inden boleh membatalkan Sebutharga ini.
(ii) Semua kerja perubahan dan / atau tambahan yang diluluskan oleh Pegawai
Inden akan diukur atau dinilai dengan menggunakan kadar harga yang ada
dalam Senarai Kuantiti / Ringkasan Sebutharga. Jika tidak terdapat sebarang
kadar harga yang bersesuaian kadar harga yang dipersetujui oleh Pegawai
Inden dan kontraktor hendaklah digunakan.
14.
TEMPOH TANGGUNGAN KECACATAN (DLP)
14.1
Tempoh Tanggungan Kecacatan bagi sebut harga hendaklah sekurang-kurangnya
enam (6) bulan dari tarikh kerja diperakukan siap. Bagi kerja-kerja mekanikal dan
elektrikal dimana tempoh waranti ke atas alat-alat dan loji-loji adalah dua belas (12)
bulan dan dalam kes-kes tertentu oleh kerana jenis dan kerumitan kerja, tempoh
tanggungan kecacatan yang lebih lama daripada enam (6) bulan boleh dikenakan.
14.2
Kontraktor dipertanggungjawabkan untuk membaiki kecacatan, ketidaksempurnaan,
kekecutan atau apa-apa jua kerosakan lain yang mungkin kelihatan dan yang
disebabkan oleh bahan atau barang atau mutu hasil kerja yang tidak menepati sebut
harga ini apabila diarahkan oleh Pegawai Inden dan dalam masa yang berpatutan.
Kontraktor hendaklah membaiki kecacatan, ketidaksempurnaan, kekecutan atau apaapa jua kerosakan lain atas kos Kontraktor sendiri.
14.3
Sekiranya Kontraktor gagal membaiki kecacatan, ketidaksempurnaan, kekecutan atau
apa-apa jua kerosakan lain seperti yang diarahkan, Pegawai Inden berhak memotong
kos membaiki dari baki wang yang akan dibayar kepada kontraktor atau, jika baki itu
tiada tidak mencukupi, mengeluarkan surat pengesyoran kepada Pusat Khidmat
Kontraktor untuk menggantungkan pendaftaran Kontraktor, dan menghantar salinansalinan surat tersebut kepada Pengarah Kerja Raya Negeri/Ketua Jabatan, Bahagian
Pembangunan Bumiputera, Kementerian Kerja Raya dan Lembaga Pembangunan
Industri Pembinaan. Bagi kerja-kerja elektrik/mekanikal, salinan surat hendaklah
dihantar kepada Pengarah Cawangan Kerja Elektrikal/Pengarah Cawangan Kerja
Mekanikal.
15.
PERATURAN MEMBAYAR SELEPAS SIAP.
Bayaran sepenuhnya hanya akan dibayar setelah Kontraktor menyiapkan Kerja
dengan sempurnanya dan mengembalikan Inden Kerja Asal berserta dengan Invois
dan dokumen sokongan.
16.
PERAKUAN SIAP KERJA
Pegawai Inden hendaklah mengeluarkan Perakuan Siap Kerja sebaik sahaja kerja
disiapkan dengan sempurna dan memuaskan. Tarikh siap kerja ini bermulanya
Tempoh Tanggungan Kecacatan.
17.
PERAKUAN SIAP MEMPERBAIKI KECACATAN
Pegawai Inden hendaklah mengeluarkan Perakuan Siap Membaiki Kecacatan sebaik
sahaja kontraktor telah membaiki kecacatan, ketidaksempurnaan, kekecutan atau apaapa jua kerosakan lain.
18.
PEMATUHAN KEPADA UNDANG-UNDANG OLEH KONTRAKTOR.
Kontraktor hendaklah mematuhi segala kehendak Undang-undang Kecil dan Undangundang Berkanun dalam Malaysia semasa pelaksanaan Kerja. Kontraktor tidak berhak
menuntut sebarang kos dan bayaran tambahan kerana pematuhannya dengan Syaratsyarat ini.
4.0 SYARAT-SYARAT AM SEBUTHARGA
SYARAT – SYARAT AM SEBUT HARGA
Tajuk :
KEPADA TINGKAP BINGKAI ALUMINIUM DI BANGUNAN
WISMA WARISAN, JABATAN ARKIB NEGARA, JALAN
DUTA, KUALA LUMPUR.
Tertakluk kepada apa-apa syarat khas yang ditetapkan di tempat lain dalam
pelawaan ini, syarat-syarat am yang berikut hendaklah dipakai, melainkan setakat
mana syarat-syarat am itu ditolak atau diubah dengan khususnya oleh penyebut
harga.
1.
Kehendak Am
Spesifikasi kerja ini hendaklah dibaca dan difahami supaya kerja-kerja
dapat dijalankan dengan sempurna dan mengikut sebagaimana yang
dikehendaki oleh Pegawai Inden.
Jika sekiranya Kontraktor menganggap mana-mana fasa Sebut Harga ini
akan melibatkan perbelanjaan, dia hendaklah memberi nilai wang terhadap
fasa-fasa tersebut.
2.
Lokasi Tapak Kerja/Pemeriksaan Tapak.
Kerja-kerja yang hendak dilaksanakan adalah di BANGUNAN WISMA
WARISAN, JABATAN ARKIB NEGARA, JALAN DUTA, KUALA
LUMPUR.
Semua penyebut harga adalah diwajibkan melawat tapak untuk
memastikan sendiri skop dan keadaan kerja-kerja yang terlibat kerana
tuntutan tambahan tidak akan dibayar atas alasan kekurangan maklumat
mengenai keadaan tapak oleh pihak kontraktor.
3.
Akta Keselamatan Sosial Pekerja 1969
Pihak Kontraktor dikehendaki mematuhi syarat-syarat yang ditetapkan oleh
Akta Keselamatan Sosial Pekerja 1969.
4.
Skop Kerja
Kontraktor hendaklah menyediakan pekerja dan semua peralatan yang
diperlukan dalam melaksanakan semua skop kerja yang dinyatakan di
Ringkasan Sebut Harga (Pukal) dimana kosnya telah diambil kira dalam
menghargakan. Semua kerja hendaklah mengikut arahan Pegawai Inden
dan spesifikasi serta hendaklah berkualiti.
Kontraktor adalah bertanggungjawab dengan perbelanjaan sendiri ke atas
risiko pada semua kerja, bahan, buruh, peralatan, mesin-mesin, jentera
pengangkutan dan lain-lain perkara yang perlu untuk kerja-kerja
senggaraan ini serta kerja-kerja yang berkaitan di kawasan BANGUNAN
WISMA WARISAN, JABATAN ARKIB NEGARA, JALAN DUTA, KUALA
LUMPUR.
5.
Kerosakan Kepada Harta Benda
Kontraktor hendaklah bertanggungjawab di atas sebarang kerosakan yang
disebabkan oleh alat-alat, mesin-mesin, lori-lori atau pekerja-pekerja ke
atas mana–mana harta, tumbuh-tumbuhan atau pokok kepunyaan
Bangunan Arkib Negara Malaysia, Jalan Duta, Kuala Lumpur atau
pengguna dan sebagainya dan hendaklah menyelenggara dan membaiki
kerosakan-kerosakan itu mengikut sepertimana yang diluluskan oleh
Pegawai Inden atau sebaliknya dan hendaklah menanggung kos
pembaikan tersebut.
6.
Alat-alat Dan Mesin-mesin Kontraktor.
Semua alat-alat dan mesin-mesin kontraktor yang digunakan hendaklah
dari jenis, saiz dan corak bekerja yang bersesuaian dengan jenis, corak
dan keadaan tapak di mana kerja-kerja akan dijalankan. Kontraktor
hendaklah bertanggungjawab ke atas keselamatan semua mesin dan lainlain kelengkapan kepunyaan kontraktor yang perlu untuk kerja dalam
kontrak ini.
7.
Penyelia/Pengawas Kerja
Pemborong hendaklah mengadakan seorang penyelia kerja di tapak kerja
setiap masa bekerja. Ini adalah bagi memudahkan Pegawai Inden memberi
arahan atau pun teguran berhubung dengan mutu kerja berkenaan.
8.
Kebersihan Dan Keselamatan Tapak Kerja
Tapak kerja hendaklah sentiasa berada di dalam keadaan bersih pada
setiap masa. Langkah-langkah keselamatan termasuk menyediakan papan
tanda petunjuk/amaran hendaklah sentiasa diadakan bagi mencegah apaapa kemalangan yang mungkin berlaku dan membahayakan orang awam
dan pekerja pejabat.
9.
Bersedia Untuk Dihubungi
Alamat, Nombor Telefon.
Kontraktor adalah dikehendaki memberi alamat, nombor telefon atau apaapa jenis perhubungan yang boleh dihubungi pada bila-bila masa. Oleh
yang demikian kontraktor hendaklah sentiasa bersedia untuk menjalankan
kerja-kerja apabila dihubungi. Kontraktor hendaklah mengisi butir-butir
seperti berikut:
Nama Syarikat
: ................................................................
Alamat
: ................................................................
................................................................
No. Telefon Rumah : ................................................................
No. Telefon Bimbit : ................................................................
No. Telefon Pejabat : ................................................................
10.
11.
Kawalan Dan Papan Tanda Lalulintas / Amaran
a)
Kawalan dan papan tanda lalulintas/amaran yang bersesuaian
hendaklah disediakan oleh kontraktor semasa menjalankan kerjakerja yang memerlukan penutupan jalan sebahagian atau
sepenuhnya demi untuk keselamatan awam.
b)
Segala urusan memohon kebenaran penutupan jalan dari pihak
yang berkenaan adalah tanggungjawab kontraktor.
Pengawalan Dan Pendaftaran Pekerja Di Tapak
Kontraktor adalah bertanggungjawab mengawal semua pekerjanya di
dalam kawasan tapak kerja dan sekitarnya bagi mengelak dari sebarang
perkara yang boleh menyalahi Undang-Undang Kerajaan.
Kontraktor perlu menyenaraikan semua butiran pekerja di tapak dan
diserahkan kepada pihak pelanggan dan Arkib Negara Malaysia bagi
tujuan rekod keselamatan.
12.
Kerja-kerja Yang Tidak Disiapkan
Jika kontraktor tidak menyiapkan kerja mengikut penentuan kerja atau
mengikut jadual, tindakan-tindakan seperti berikut akan diambil ke atas
kontraktor mengikut syarat-syarat berikut:
a)
13.
Arahan secara bertulis akan dikeluarkan oleh Pegawai Inden supaya
kontraktor menyiapkan kerja-kerja tersebut dalam tempoh empat
belas (14) hari dari tarikh surat arahan.
Pegawai Inden
Perkataan Pegawai Penguasa (P.P) yang tercatat pada mana-mana
bahagian dalam Dokumen Sebutharga ini adalah bermaksud Pegawai
Inden.
14.
Keadaan Barang
Semua barang yang dibekalkan hendaklah tulen, baru dan belum
digunakan.
15.
Harga
Harga yang ditawarkan hendaklah harga bersih termasuk semua diskaun
dan kos tambahan yang berkaitan.
16.
Sebut Harga Sebahagian
Sebut Harga boleh ditawarkan bagi semua bilangan item atau sebahagian
bilangan item.
17.
Barang Setara
Sebut Harga boleh ditawarkan bagi barang setara yang sesuai dengan
syarat butir- butir penuh diberi.
18.
19.
20.
Persetujuan
(i)
Kerajaan tidak terikat untuk setuju terima sebut harga yang terendah
atau mana-mana sebut harga; dan
(ii)
Setiap butiran akan ditimbangkan sebagai satu sebut harga yang
berasingan.
Pemeriksaan
(i)
Kerajaan sentiasa berhak melantik seseorang pegawai untuk
memeriksa dan menguji bekalan itu semasa tempoh pembuatan
atau pada bila-bila masa lain sebelum penyerahan bekalan tersebut;
dan
(ii)
Penyebut harga hendaklah memberi kemudahan pemeriksaan atau
pengujian apabila dikehendaki.
Perakuan Menyatakan Spesifikasi Telah Dipatuhi
Penyebut harga dikehendaki memperakui bahawa bekalan perkhidmatan
yang dibekalkan oleh mereka adalah mengikut spesifikasi atau piawai (jika
ada) yang dinyatakan di dalam pelawaan ini.
21.
22.
Penolakan
(i)
Barang yang rendah mutunya atau yang berlainan daripada bekalan
yang telah dipersetujui sebut harganya boleh ditolak;
(ii)
Apabila diminta, penyebut harga hendaklah menyebabkan barang
yang ditolak itu dipindahkan atas tanggungan dan perbelanjaannya
sendiri, dan ia hendaklah membayar balik kepada Kerajaan segala
perbelanjaan yang telah dilakukan mengenai bekalan yang ditolak
itu; dan
(iii)
Fasal kecil (i) dan (ii) di atas ini tidaklah memudaratkan apa-apa hak
Kerajaan untuk mendapatkan ganti rugi kerana kegagalan
memenuhi obligasi kontrak.
Pengiklanan
Tiada apa-apa iklan mengenai persetujuan terhadap mana-mana Sebut
Harga boleh disiarkan dalam mana-mana akhbar, majalah, atau lain-lain
saluran iklan tanpa kelulusan Ketua Setiausaha Perbendaharaan atau
Pegawai Kewangan Negeri terlebih dahulu.
23.
Tafsiran
Sebut Harga ini dan apa-apa kontrak yang timbul daripadanya hendaklah
diertikan mengikut dan dikawal oleh undang-undang Malaysia, dan
penyebut harga bersetuju tertakluk hanya kepada bidang kuasa Mahkamah
Malaysia sahaja dalam apa-apa pertikaian atau perselisihan jua pun yang
mungkin timbul mengenai sebut harga ini atau apa-apa kontrak yang timbul
daripadanya.
24.
Insurans
Tiada apa-apa insurans atau barang dalam perjalanan daripada negeri
pembekal atau dalam Malaysia dikehendaki dimasukkan ke dalam sebut
harga.
5.0 SPECIFICATION
5.1 SPECIFICATION FOR CARPENTRY,
JOINERY AND IRONMONGERY WORKS
SECTION H - CARPENTRY, JOINERY AND IRONMONGERY WORKS
1.
2.
General
1.1
Unless otherwise specified or shown in the Drawings, the timber species used for the
Works shall be as stated hereinafter in the Schedule of Timber Species /Grouping and
Usage. The strength grouping for timber shall be in accordance with Malaysian Standard
MS 544-Table 2.3 as shown hereinafter in the Schedule of Strength Grouping.
1.2
All carpentry and joinery work shall include all necessary notching, halving, morticing and
tenoning, wedging, scarfing, dovetailing, sinking for heads of bolts and nuts and trimming
for opening.
1.3
All carpentry work shall be left with a sawn surface except where particularly described to
be wrot. All joinery shall be wrot and finished with sand paper as required and all sizes
stated are the finished sizes. Sizes for carpentry shall be within the tolerances stated in
clause 3.1 and sizes for joinery shall be within the tolerances stated in clause 3.2.
Treatment of timber
2.1
All timber except the heartwood of the naturally durable timbers as schedule hereinafter
and timber for formwork, scaffolding, and other temporary works shall be impregnated by
means of vacuum pressure processes in accordance with MS 360 using
copper/chrome/arsenic (CCA) wood preservatives conforming to MS 733 in the treatment
plant registered with the Malaysian Timber Industry Board. The minimum nett dry salt
retention for CCA shall be as follows:
(i)
(ii)
(iii)
(iv)
3.
Use
Minimum nett dry salt
retention for CCA
Interior and above the ground
Exterior and above the ground
Exterior and in contact with the
ground (other than foundation piles)
Foundation piles
5.6 kg/m3
8.0 kg/m3
12.0 kg/m3
16.0 kg/m3
2.2
The timber shall, as far as is practicable, be cut to its final dimensions before treatment,
and timber for joinery shall be wrot and fully worked and ready for framing before
treatment. Where crosscutting cannot be avoided or where further dressing is necessary,
all surfaces exposed by such work shall be liberally swabbed with the approved
preservatives.
2.3
The Contractor, when required by the S.O. shall produce a certificate from a preservative
treatment plant which certifies that timber required to be impregnated by means of
vacuum pressure processes has been impregnated and has achieved the necessary nett
dry salt retention. Notwithstanding the certificate, the S.O. reserves the right to carry out
independent tests to determine the nett dry salt retention and the result so obtained shall
be conclusive.
2.4
All sapwood shall be fully penetrated by the preservative and for heartwood, the depth of
penetration shall be 12mm for uses in clause 2.1 (i), (ii) and (iii).
Timber Grades and Size Tolerances
3.1
Unless otherwise specified, sawn timber for carpentry work shall be as stated hereunder:
(i)
Select Grade – for roof truss
H/1
Carpentry, Joinery and Ironmongery Works
(ii)
(iii)
(iv)
Standard Structural Grade - for structural work
Sound Grade - for General Market Specification (GMS) and strips
Serviceable Grade - for scantling.
Grading shall be carried in accordance with the Malaysian Grading Rules (MGR) by
timber graders registered with the Malaysian Timber Industry Board. Every timber
consignment shall be accompanied by the Grading Summary certified by the registered
timber grader. The sizes of sawn timber, except where otherwise specified, shall be
within the margin of permissible variations stated hereunder:
(i)
(ii)
For widths, depths or thicknesses not exceeding 75mm - within 3mm of the
specified size
For widths, depths or thicknesses exceeding 75mm - within 5mm of the specified
size.
The Contractor shall provide any necessary blocks, wedges or battens to compensate for
irregular surfaces caused by any variations in size of timbers hereby permitted.
3.2
Unless otherwise specified, sawn timber for joinery work shall be of Sound Grade
(General Market Specification (GMS) and Strips) and Serviceable Grade (Scantlings).
The finished size for joinery, unless otherwise specified, shall be within the margin of
permissible variation stated hereunder:
(i)
(ii)
4.
5.
For widths, within 3mm of the specified finished size.
For thicknesses, within 2mm of the specified finished size.
Moisture Content & Storage
4.1
On delivery to the site, all timber other than timber for foundation piles, formworks and
temporary works shall be properly open-stacked, under cover. Kiln dried timber shall be
properly wrapped and stored under cover if it is not used immediately. At the time of
installation, the moisture content of the timber for the various applications shall not
exceed that as specified in the Schedule of Moisture Content as shown hereafter.
4.2
Moisture content for foundation piles, formworks and temporary works is not critical for
these applications and therefore is not specified.
4.3
Moisture content of timber shall be determined in accordance with MS 837.
Prefabricated Timber Roof Truss System
5.1
All prefabricated components shall be manufactured only by reputable licensed truss
fabricators producing quality assured products and services, to the approval of the S.O.
The design, supply, delivery and erection of the trusses shall be in accordance with JKR’s
Standard Specifications for Timber Roof Trusses No.JKR 20600-0020-99.
5.2
Prior to the fabrication of the roof truss system, the Contractor shall submit to the S.O.
two (2) copies of the Drawings, certified by an independent Professional Engineer as
required in clause 2 of the JKR Standard Specification for Timber Roof Trusses, to be
used in the construction and installation of the roof truss system.
5.3
As soon as practicable after the completion of the installation of the roof truss system and
prior to the issuance of the Certificate of Practical Completion, the Contractor shall submit
the following documents to the S.O. for information and record:
i)
System Provider’s Guarantee against any defects or damages which may arise
during a period of five(5) years from the Date of Practical Completion of Works
due to any defect, fault or insufficiency in design, materials or workmanship or
H/2
against any other failure which an experienced Contractor may reasonably
contemplate but shall not include normal replacement and maintenance. The
terms of the Guarantee shall be such as shall be approved by the S.O.
6.
7.
Certification that the connector plates conform to the relevant standards and are
protected against corrosion, together with proof that such certification have been
verified by tests carried out by SIRIM for the current year or the previous year.
iii)
Certification that the correct timber grades were used in the fabrication of the
trusses and roof structure by including of a copy of the grading summary for the
timber used in the truss system, certified by a timber grader registered with the
Malaysian Timber Industry Board.
iv)
Certification that the timber used in the fabrication of the trusses and roof
structure has been adequately treated by including a copy of the treatment
certificate for preservation on the batch of timber that was treated in the
preservation process.
v)
Two (2) sets of as built Drawings of the roof truss system signed by the system
provider and certified by a Professional Engineer.
Plywoods
6.1
Unless otherwise specified, plywood used for interior and exterior purposes other than for
formworks and temporary works shall be manufactured with Moisture Resistant (MR)
bond and Weather and Boil Proof (WBP) bond respectively in compliance with MS 228.
Boards which are to be painted or varnished shall be properly sanded down and holes
and crevices filled with approved wood putty or filler.
6.2
Plywood intended for use as shuttering board shall be of the Weather and Boil Proof
(WBP) type.
6.3
Plywood intended for structural use, shall be of Malaysian Basic Structural Grade
(MBSG) rated or equivalent or better and shall comply with MS 544:Part4:Section1.
6.4
Plywood to be used in marine or severe wet conditions shall be in accordance with MS
544: Part 4: Section 2.
Blockboard
7.1
8.
ii)
Blockboard shall comply with MS 1123. Fixing of blockboards shall generally be in
accordance with the manufacturer’s instructions. Boards which are to be painted or
varnished shall be properly sanded down and holes and crevices filled with approved
wood putty or filler to the satisfaction of the S.O.
Chipboards
8.1
Chipboards shall be of the type manufactured from wood chips or shavings combined
with a thermosetting synthetic resin glue binder bonded and hot-pressed together and
complying with MS 1036 for medium density chipboard. The type and quality of boards
shall be as approved by the S.O. The boards shall be fixed as detailed in the Drawings
with a minimum edge distance for nailing of 12mm. Boards which are to be painted or
varnished shall be properly sanded down and holes and crevices filled with approved
wood putty or filler.
H/3
9.
10.
Fibre Building Boards
9.1
All fibre building boards namely, Hard Board, Medium Board and Medium Density Fibre
Board (MDF) shall comply with BS 1142. The type and quality of fibre building boards
shall be as approved by the S.O. Perforated hardboards shall be not less than 3.2mm
thick with maximum of 4.8mm perforation at 19mm centers unless otherwise stated in the
Drawings.
9.2
All fibre building boards shall be fixed strictly in accordance with the manufacturer’s
instruction. Unless otherwise detailed in the Drawings, the ceiling boards shall be butt
and ‘v’ jointed.
Gypsum Plasterboards
10.1
11.
Composite Boards
11.1
12.
Woodwool slabs shall comply with MS 1036 and shall be of the type and quality as
approved by the S.O. Unless otherwise detailed in the Drawings, the slab shall be laid
with its length at right angles to support, fixed strictly in accordance with the
manufacturer's instruction.
Wood Cement Boards
13.1
14.
The type and quality of composite boards shall be as approved by the S.O. and shall be
fixed strictly in accordance with the manufacturer's instructions.
Woodwool Slabs
12.1
13.
Gypsum plasterboards shall comply with BS 1230 Pt.1 and shall be of the type and
quality approved by the S.O. They shall be fixed/ installed strictly in accordance with the
manufacturer’s instruction.
Wood cement boards shall be manufactured from wood fibres chemically treated and
mixed with Portland Cement, compressed and cured in temperature controlled conditions.
These boards shall complying with the requirement of MS 934 or MS 544: Part 4: Section
3. In fixing, the board must be supported on all four edges and at intermediate positions
at centres not exceeding 610mm. Joints between boards shall occur on centers of
supports. Minimum edge distance shall be 20mm. Boards which are to be painted shall
be lightly sanded and any dust shall be removed from the surface with a piece of clean
coarse cloth. Any filling compounds used shall be alkali-resistant. Fixing of the board
shall be in accordance with the manufacturer’s instructions.
Structural Assemblies of Timber
14.1
The workmanship and method of assembly of structural timber shall generally be in
accordance with MS 544 and in particular, the following requirements.
14.1.1 The quality of the surface, as finished, shall be appropriate to the position and
use of the timber.
When grade or other necessary marks are removed, provisions shall be made for
remarking in accordance with Malaysian Grading Rules. Surfaces at any joint in
an assembly shall be such that the parts may be brought into contact over the
whole area of the joint before connectors are inserted or any pressure or restraint
H/4
from the fastening is applied. These surfaces shall have a good sawn or planed
finish.
Bearing surfaces of notches and other cuttings shall be true and smooth and in
appropriate relation to the other surfaces of the piece.
14.1.2 Notches other than at the ends of beams shall be U-shaped formed by parallel
cuts to previously drilled holes. The diameter of the hole shall be equal to the
width of the required notch.
14.1.3 Where splitting is likely to have a deleterious effect, end sealing is
recommended. For timbers known to split and check especially after installation,
the ends of the boards and scantlings shall be protected with a coating designed
to minimise end checking and checking and splitting. In severe cases where the
ends and sides of heavy joists of timbers are liable to excessive split and check
due to exposure to windward slanting sunlight, appropriate skirting or cover with
a thin timber board shall be necessary.
14.1.4 Where necessary to avoid splitting, nails shall be driven into pre-drilled holes or
diameter not greater than four-fifths of the diameter of the nails. Care shall be
taken to avoid placing nails in any end split.
14.1.5 Lead holes shall be used to ensure good workmanship in making screwed joints.
The diameter of the hole for the shank shall be equal to the diameter of the
shank, and for the threaded portion, the diameter of the hole shall not be greater
than seven-eights of the diameter of the root diameter of the screw thread
adjacent to the shank. Care shall be taken to avoid placing screws in any end
split.
14.1.6 Bolt holes shall be drilled to diameters as close as possible to the nominal
diameter of the bolt and in no case more than 2mm larger than the bolt diameter.
Care shall be taken to avoid placing a bolt in any end split. A minimum of one
complete thread shall protrude from the nut.
A washer shall be fitted under the head of each bolt and under each nut. The
minimum sizes of washers are as given in Part 6 of MS 544. Where joints using
split-rings are to be used, as shown in the Drawings, the members of the joints
shall be fitted together in their appropriate positions and clamped or spiked
together before drilling. Alternatively, drilling jigs or multiple head boring
machines may be used, or individual members may be marked out from the
setting-out or by use of prepared templates.
If either of the latter methods is employed, sample members (usually the first
ones produced) shall be carefully checked against the setting-out.
In all instances bolt hole positions shall be accurately determined by reference to
the point intersection of the center lines of the member. Great care is necessary
if the first set members marked out is to be used subsequently as drilling
templates. Greater accuracy can usually be obtained by the use of special
marking or drilling templates located by a pin at the intersection of the center
lines.
Bolts holes shall be drilled at right angles to the surface of the joint. The contact
surfaces of the members should be grooved to the appropriate dimensions as
given in Part 6 of MS 544.
Drilling and grooving may be done in a single operation; alternatively, if the hole
is predrilled the pilot of the grooving tool shall fit in the bolt hole, thus centering
the groove about the hole.
Care shall be taken to ensure that all chips and shavings are removed, and rings
H/5
shall be expanded before being placed in the grooves.
The joint shall be finally assembled and bolts inserted. Washers of the correct
dimension shall be placed under the head of the bolt and the nut, and the nut
tightened to hold the members together.
14.1.7 Recess for shear-plate connectors shall be accurately cut by means of a suitable
tool to be appropriate dimensions as given in Part 6 of MS 544.
14.1.8 Assembly of units shall be done on a level bed and in such a way as to avoid
damage to any of the members and so that the finished structural units conform
to detailed Drawings and specification supplied.
When assembly is to be performed on the site, one set of component parts shall
be fitted together and dismantled prior to dispatch to the site, in order to ensure
that the assembled structural units conform to the detailed Drawings and
Specifications. Twisted or damaged members shall be replaced before erection
on the site.
Before proceeding with bulk production, a complete assembly of one of each
framed truss or other structural unit shall be checked to prove the accuracy of the
templates, etc. A similar check shall be carried out from time to time to control
the wear and tear on templates and gauges.
Timber members and built-up units shall be marked in accordance with a
marking diagram.
15.
16.
Carpentry Works
15.1
All carpentry shall be accurately set out in strict accordance with the Drawings and shall
be framed together and securely fixed to the satisfaction of the S.O. Timber framing shall
be properly braced and checked, halved, screwed or bolted together as required.
Longitudinal joints in plates, ridge, fascias, etc. shall be formed over supports. Those
timber members with lapped joints shall lap at least 150mm or twice the depth of the
timber whichever is the greater. The brads, nails, screws, spikes, plugs, bolts, framing
anchors and timber connectors shall be provided wherever necessary and as detailed.
Other than those detailed, no joints are permitted in structural work unless prior
permission is obtained from the S.O. No structural member shall be notched unless
instructed by the S.O.
15.2
For other carpentry works, timbers shall, as far as possible be in one piece between
continuing lengths. At corners, timbers shall be halved for materials of the same
thickness, and sufficiently lapped for materials of different thicknesses.
Joinery Works
16.1
All doors, windows, louvres, screens and the like shall be constructed as shown in the
Drawings. Frames shall be assembled at the commencement of the work and all
members shall be carefully morticed and tenoned together but no wedging, pinning or
gluing shall be done until the framing is prepared in readiness for immediate fixing. All
doors, windows, louvres, screens and the like shall be properly stored on site.
Immediately before fixing in its final position, joinery shall be wedged and pinned by
drawn hole pinning with 10mm diameter Strength Group 1 and 2 timber dowels pins. The
pins shall be left projecting until permission is given for flushing off. The methods of
framing and putting together of all Works shall be approved by the S.O. before being
executed. Any portions that warp, twist or develop any other defects shall be replaced
before wedging up. All framed work shall be pinned before being framed together.
H/6
17.
18.
Flooring
17.1
Unless otherwise shown in the Drawings, timber floors shall be constructed using 100mm
x 38mm wrot, tongued and grooved boardings, well cramped up and secret nailed to
each joist or batten with 62mm wire nails. Floor boardings shall be in long lengths with
splayed heading joints and no two adjacent joints shall occur over the same joist. On
completion, the flooring shall be planed, sanded and all gaps sealed with an approved
sealer. The floor shall then be cleaned off and unless otherwise specified, it shall be
finished with three coats of approved polyurethane paint applied strictly in accordance
with the manufacturer's instructions.
17.2
Wrot timber skirtings shall be provided where shown and as detailed in Drawings.
Skirtings shall be in long lengths with splayed heading joints and with mitres, returns and
ends neatly cut and fitted and fixed to grounds.
Ceilings
18.1
19.
20.
Partitions
19.1
Partitions, screens and vent panels, shall be constructed as detailed in the Drawings.
Where shown, galvanised welded wire mesh or expanded metal of the required sizes and
patterns shall be fixed to vent panels and window openings. The mesh shall be secured
in position using rebated and mitred timber battens and screws.
19.2
Where proprietary partitions are used, they shall be constructed in accordance with the
manufacturer's instructions.
Fascia and Barge Boards
20.1
21.
Chipboard for ceilings shall be fixed to the frames with butt `V' joint using nails or screws
as described hereinbefore. Asbestos-free cement flat sheets for ceiling shall be 5mm
thick fixed to frames using mitred timber cover battens and brass screws. Ceiling panels
shall be set out symmetrically from the centre line of the ceiling.
Unless otherwise shown in the Drawings, fascia and barge boards shall be 25mm thick
wrot timber and supplied in long lengths. The boards shall be fixed in whole lengths and
where joints are necessary, they shall be scarfed jointed and the joints shall occur only
over the ends of roof framing members and mitred corners. Boards, 250mm wide and
less shall be in one width and those deeper shall be formed by multiple of boards jointed
together by tongue and groove and `V' joint.
Doors
21.1
All fire doors to be provided shall be of the appropriate Fire Resistance Period (FRP) in
accordance with the Ninth Schedule of the Uniform Building By-Laws.
21.2
All fire doors including frames shall be constructed to a specification of the relevant FRP
in accordance with MS1073 Pt.1 and shall be tested by a laboratory, approved and
certified by Jabatan Bomba dan Penyelamat and have obtained a Product Certification
Scheme from an accredited certification body.
21.3
All double leaf fire doors with rebated meeting stiles shall be provided with coordinating
device so as to fit fully within the door openings with a gap of not more than 3mm
between the frame and the edge of the door when closed.
H/7
21.4
21.5
22.
Where shown in the Drawings, vision panel of size not exceeding 25mm x 25mm per leaf
shall be incorporated in the Fire Rated Door.
Flush doors shall generally comply with MS 1506 with plywood facing and strength group
1 and strength group 2 timber lipping, mitred around all edges. The plywood and strength
group 1-4 timber shall comply in all respects with the Specifications mentioned
hereinbefore.
PVC Toilet Doors
PVC toilet doors shall be of full single panel of flush type. It shall be 100% waterproof, strong
impact resistance and not be discoloured easily. Unless otherwise shown in the Drawings, the
door shall be 38mm thick. PVC door shall be delivered to Site complete with ironmongery as listed
in ‘SCHEDULE OF IRONMONGERY’.
23.
Built-in Fittings
23.1
24.
Staircase and Balustrades
24.1
25.
Staircases and balustrades shall be constructed as detailed in the Drawings.
External Boarding
25.1
26.
Built-in fittings shall be constructed and properly framed in wrot timber as detailed in the
Drawings. Where fittings are not to be painted, unless otherwise specified, they shall be
stained and varnished as hereinafter described under SECTION M: PAINTING WORK.
Unless otherwise shown in the Drawings, all external boarding shall be formed with
150mm x 19mm horizontal, vertical or diagonal boarding in wrot pressure-treated timber
in long lengths and to the sectional profile as detailed in the Drawings. Unless otherwise
shown, lapping for plain weather boarding shall be 38mm. Boardings shall be secured to
the frames using 75mm galvanised steel nails and in the case of plain weather boarding,
nails shall not be driven through the lapped portions. The exposed bottom ends of all
external vertical boarding shall be splayed inward at an angle of 30 degrees and treated
with preservatives.
Ironmongery
26.1
Unless otherwise shown and/or scheduled in the Drawings, the Contractor shall supply
and fix all ironmongery as listed in the Schedule of Ironmongery attached hereinafter,
complete with fixing screws of the same material and finish.
26.2
Proper sockets shall be provided for all bolts to fix flush in floors, cills and door and
window frames. Each lock shall be provided with two keys and no two locks shall have
identical keys, unless specifically required by the S.O.
H/8
SCHEDULE OF STRENGTH GROUPING
(Ref.cl.1.1)
Schedule Of Timber Species In Accordance With Strength Grouping
(MS 544- Table 2.3)
S.G 1
S.G 2
A) Naturally Durable
S.G 3
S.G 4
S.G 5
Balau
Belian
Bekak
Giam
Jati
Bitis
Mata Ulat
Delek
Malabera
Tembusu
Cengal
Kekatong
Keranji
Merbau
Penaga
B) Requiring Treatment
S.G 6
S.G 7
Resak
Dedaru
Agoho
Berangan
Alan Bunga
Bayur
Ara
Kempas
Balau Merah
Dedali
Babai
Damar Minyak
Batai
Merbatu
Kelat
Derum
Balik Angin Bopeng
Durian
Geronggang
Mertas
Kembang Semangkuk
Kapur
Bintangor
Jelutung
Laran
Kulim
Kasai
Brazil Nut
Jenitri
Pelajau
Pauh Kijang
Keruntum
Gerutu
Jongkong
Pulai
Penyau
Mempening
Kundur
Kasah
Sesenduk
Perah
Meransi
Kedondong
Macang
Terentang
Petaling
Meranti Bakau
Keledang
Medang
Ranggu
Merawan
Keruing
Melantai/ Kawang
Ru
Merpauh
Ketapang
Meranti Merah Muda
Surian Batu
Nyalin
Kungkur
Meranti kuning
Tualang
Perupuk
Melunak
Mersawa
Punah
Mempisang
Sengkurat
Rengas
Mengkulang
Terap
Simpoh
Meranti Merah Tua
Meranti Putih
Nyatuh
Penarahan
Petai
Ramin
Kayu Getah
Sengkuang
Sepetir
Tetebu
Notes :
1. For naturally durable timbers, sapwood should be excluded. If sapwood is included, preservative treatment is necessary.
(Source: MS 360:1986)
2. For timber requiring treatment, they should be amenable to preservative treatment.
H/9
SCHEDULE OF TIMBER SPECIES / GROUPING AND USAGE ( Ref.cl.1.1 )
AP P L I C AT I O N
Foundation Piles
STRENGTH GROUP
SG 1 – Balau, Bitis, Chengal
SG 2 – Belian, Mata ulat, Kempas, Merbatu, Mertas
SG 3 – Keranji, Kulim, Pauh kijang, Petaling
SG 4 – Giam, Merbau, Resak, Merpauh, Punah, Simpoh
SG 5 – Keruing, Mengkulang
Structural Components
x
Columns, beams, bearer, studs, joists, ties and
struts
SG 1, SG 2, SG 3 and SG 4
x
SG 1, SG 2, SG 3, SG 4 and SG 5
Formwork
Roofing
x
Rafters, ties, struts, purlins and bracing
x
battens
Staircase
x
stringers, treads, trimmer beam and handrail
x
balustrades
Flooring
x
floor boarding and parquetry
x
skirtings
SG 1, SG 2, SG 3, SG 4, SG 5 and SG 6
Walling
x
wall, partition framing and external wall
boardings
x
internal wall boardings
SG 1, SG 2, SG 3, SG 4, SG 5, SG 6 and SG 7
fascia boards
x
Ceiling Frames
x
cover battens to joints of ceiling sheets
x
ceiling strips and soffit battens
Door & Window Frames
x
door, window and vent frames including their
stops and grounds
x
door leaves, window and vent sashes
Furniture
x
built in fittings, furniture generally and workshop
furniture
x
science laboratory tops
Beading fillets and edgings generally
H/10
SCHEDULE OF MOISTURE CONTENTS (M.C) OF TIMBER FOR VARIOUS POSITIONS IN BUILDING
(MS 544) – (Ref. Cl. 4.1)
APPLICATION
Structural Components
x
columns, beams, bearer, studs,
joists, ties and struts
MAXIMUM M.C. AT TIME
OF INSTALLATION FOR
NON AIR-CONDITIONED
APPLICATION
MAXIMUM M.C. AT TIME OF
INSTALLATION FOR AIRCONDITIONED APPLICATION
(KILN-DRIED TIMBER)
30%
(Thickness >100mm)
25%
(Thickness <100mm)
Not applicable
25%
Not applicable
25%
Not applicable
19%
12%
19%
12%
19%
12%
19%
12%
19%
12%
external wall boardings
19%
Not applicable
internal wall boardings
19%
12%
fascia boards
19%
Not applicable
Ceiling Frames
x
cover battens to joints of ceiling sheets
25%
Not applicable
ceiling strips and soffit battens
19%
12%
19%
12%
19%
12%
19%
12%
workshop furniture
19%
12%
science laboratory tops
19%
12%
19%
12%
Roofing
x
rafters, ties, struts, purlins and bracing
x
battens
Staircase
x
stringers, treads, trimmer beam and
handrail
x
balustrades
Flooring
x
floor boarding and parquetry
x
skirtings
Walling
x
wall, partition framing
x
x
x
x
Door & Window Frames
x
door, window and vent frames
including their stops and grounds
x
door leaves, window and vent sashes
Furniture
x
built in fittings, furniture generally
x
x
Beading fillets and edgings generally
Not applicable
H/11
SCHEDULE OF IRONMONGERY
(Ref. Cl. 24.1)
No
1.
Type of Doors, Windows etc.
Ironmongery for each type of doors, windows etc.
Single Leaf Door
1.1 Plywood Flush Door
a.
b.
c.
1.2 Timber Panelled Door
a.
b.
c.
2.
a.
b.
c.
d.
2.2 Timber Panelled Door
a.
b.
c.
d.
PVC Door To Toilet/Bathroom
Cubicles
a.
b.
c.
4.
3 nos. of 100mm x 69mm stainless steel butt hinges with nylon
ring.
1 no.medium duty cylindrical lockset, 5 pin tumbler with knob and
rose of stainless steel with hairline finish complete with 2 nos.
nickle-plated brass keys of different serial number for each
building.
1 no. rubber door stopper.
Double Leaf Door
2.1 Plywood Flush Door
3.
3 nos.of 100mm x 69mm galvanised steel butt hinges with nylon
ring.
1 no.upright 3 lever mortice lockset with satin chrome lever
handle furniture of approved manufacture with 2 nos chrome
plated keys of different serial number for each building.
6 nos. of 100mm x 69mm galvanised steel butt hinges with nylon
rings.
1 no. upright 3 lever rebated mortice lockset with satin chrome
lever handle furniture of approved manufacture with 2 nos.
chrome plated keys of different serial number for each building.
1 set of 150mm anodised aluminium barrel and 250mm anodised
aluminium bolt.
2 nos. rubber door stopper.
6 nos. of 100mm x 69mm stainless steel butt hinges with nylon
rings.
1 no.medium duty cylindrical lockset, 5 pin tumbler with knob and
rose of stainless steel with hairline finish complete with 2 nos.
nickle-plated brass keys of different serial number for each
building.
1 set of 150mm anodised aluminium barrel and 250mm anodised
aluminium bolt
3 Nos. 100mm x 69mm galvanised steel butt hinges with nylon
ring.
(i) For residential Quarters
1 no. cylindrical mortice bathroom lockset complete with
locking device operated by turn from inside and knob handle
furniture in satin chrome finish.
(ii) For non-residential buildings
1 no. indicating bolt
Anodised aluminium hook with rubber buffer.
Single Leaf Fire Rated Door
4.1
For standard size of
800mm x 2100mm ½ hr &
1 hr fire rated door
a.
b.
c.
d.
e.
3 nos of 125mm x 87mm x 2mm thick heavy duty stainless steel
butt hinges.
1 no upright 3 lever mortice lockset with satin chrome lever
handle furniture of approved manufacture with 2 nos. Chrome
plated keys of different serial no. for each building.
1 no rubber door stop.
1 no hydraulic floor springs for double swing door.
1 no automatic door closer of hydraulically spring operated type
(for swing doors) or of wire rope and weight type (for sliding
doors).
H/12
SCHEDULE OF IRONMONGERY (cont.)
No
5.
Type of Doors, Windows etc
4.2
900mm x 2100mm ½ hr &
1 hr fire rated door
a.
b.
c.
d.
e.
As per item 4.1a
As per item 4.1b
As per item 4.1c
As per item 4.1d
As per item 4.1e
4.3
900mm x 2100mm 2 hr
fire rated door
a.
4 nos. of 125mm x 87mm x 2mm thick heavy duty stainless
steel butt hinges.
As per item 4.1b
As per item 4.1c
As per item 4.1d
As per item 4.1e
2 nos. of ball bearings
1 no of heavy duty stainless steel latch with 75mm long
backset
b.
c.
d.
e.
f.
g.
Double Leaf Fire Rated Door
5.1
1200mm x 2100mm
a.
b.
c.
d.
e.
f.
g.
5.2
1800mm x 2100mm
a.
b.
c.
d.
e.
f.
g.
5.3
2400mm x 2100mm
a.
b.
c.
d.
e.
f.
g.
6.
Single Leaf Fire Escape Door
a.
b.
7.
Double Leaf Fire Escape Door
a.
b.
steel butt hinges.
1 no. 3 lever rebated mortice lockset with satin chrome lever
handle furniture of approved manufacture with 2 nos. chrome
plated keys of different serial number for each building.
1 no. 150mm stainless steel barrel bolt.
1 no. 200mm ditto.
2 nos. rubber door stop
2 nos. hydraulic floor springs for double swing door.
2 nos. automatic door closer of the hydraulically spring
operated type (for swing doors) or of wire rope and weight type
(for sliding doors).
steel butt hinges.
As per item 5.1b
As per item 5.1c
As per item 5.1d
As per item 5.1e
As per item 5.1f
As per item 5.1g
steel butt hinges.
As per item 5.1b
As per item 5.1c
As per item 5.1d
As per item 5.1e
As per item 5.1f
As per item 5.1g
3 nos. of 125mm x 87mm x2mm thick heavy duty stainless
steel butt hinges.
1 complete set of approved make fire rated panic bolts.
steel butt hinges.
1 complete set of approved make fire rated panic bolts.
H/13
SCHEDULE OF IRONMONGERY (cont.)
No.
Type of Doors, Windows etc
8.
Kitchen Cabinet Door/ Workbench
a.
b.
c.
d.
Galvanised steel continuous ‘piano’ butt hinges.
1 no 100mm aluminium ‘D’ handle.
1 no.bales catch.
1 no galvanised steel cupboard lock in satin chrome finish.
9.
Wardrobe
a.
b.
c.
d.
e.
3 nos. of 75mm brass butt hinges (per door leaf).
2 nos.100mm anodised aluminium barrel bolt (for double
leaf doors)
1 no 100mm aluminium ‘D’ handle.
Chromium plated steel clothes hanger rail.
Steel cylinder cupboard lock in satin chrome finish.
10.
Drawer
a.
b.
1 no. steel cylinder drawer lock in satin chrome finish.
1 no.100mm aluminium ‘D’ handle.
11.
Sliding and Folding Door/ Partition
a.
Top or bottom running set sliding and folding door gear,
complete with tracks, channel, brackets, roller guides, hangers
and all necessary butt hinges, flush bolts and flush door pulls,
etc. as recommended by the manufacturer.
1 no.upright 3 lever rebated mortice lockset for sliding and
folding door with satin chrome lever handle furniture with 2 nos.
keys of different serial number for each building.
b.
12.
Straight Sliding Door
a.
b.
13.
Timber Casement Window
a.
b.
14.
Top Hung Casement Timber
Window.
a.
b.
15.
Top Hung Vent/Sashes
a.
b.
Top or bottom running set straight sliding door gear complete
with tracks, brackets, hangers, roller guides, channels, door
stops, flush brass bolts, brass flush pull etc. as recommended
by the manufacturer.
1 no. upright 3 lever mortice lockset with satin chrome finish for
straight sliding door with 2 nos. keys of different serial number
for each building.
2 nos. 400mm long approved electro-galvanised steel friction
hinges.
1 no. approved brass with satin chrome finish combination
handle and fastener.
hinges.
1 no. approved brass with satin chrome finish automatic locking
fastener.
hinges.
1 no. approved brass with satin chrome finish automatic locking
fastener
H/14
5.2 SPECIFICATION FOR STRUCTURAL
STEEL AND METAL WORKS
SECTION I – STRUCTURAL STEEL AND METAL WORKS
1.
General
All materials shall conform to the relevant Malaysian or British Standards. Other equivalent standard
may be accepted with the approval of the S.O.
2.
Hot Rolled Structural Steel Works
2.1
All hot rolled structural steelwork design, materials and workmanship shall comply with the
JKR Standard Specification For Structural Steelwork No. 20600-0019-99 and shall be in
accordance with the latest version of BS 5950.
2.2
Materials
Unless otherwise approved by the S.O, all structural steel components shall conform to the
standard as shown in Table A.
The Contractor may with the approval of the S.O propose other equivalent structural steel
components at no extra cost. The Contractor shall submit with his proposal his design
calculations, sketches, detailings and Specifications which shall be certified by a Professional
Engineer. In addition, the Contractor shall submit documents and details as listed in Clause
2.3 hereof, if required by the S.O.
Proprietary products may only be used with the approval of the S.O and shall be installed in
accordance with the manufacturer’s specification and recommendation.
TABLE A - MATERIAL & DIMENSION STANDARDS
Form
Material Quality
Dimension
H - Sections
Dimension
Tolerances
JIS G3192
JIS G3192
JIS G3192
JIS G3192
Channels
JIS G3192
JIS G3192
Angles
JIS G3192
JIS G3192
Plates & Flats
Not Applicable
BS EN 10029
Joists
BS EN 10025
1
2
3
Structural Hollow Sections Hot Finished
BS EN 10210-1
BS 4848:Pt.2
BS 4848:Part 2
Hollow Sections Cold Formed
BS 6363
BS 6363
BS 6363
Galvanised Open Sections & Strips
BS EN 10147
Not Applicable
BS 2989
Notes: 1 Material quality requirements for Fine Grain Steels are given in EN 10113
Material quality requirements for Weather Resistant Grades are given in EN10155
2 BS EN 10210 -1 contains material quality requirements for non alloy and fine grain steels
3 Tolerances for plates cut from wide strip produced on continuous mill are given in BS EN 10051
I/1
Structural Steel and Metal Works
Unless otherwise shown in the Drawings, the equivalent steel grades are as in Table B
below:
TABLE B - STEEL GRADE
BS 5950: Part 1
BS 4360
BS EN’s
Design Grade 43
43
S275
Design Grade 50
50
S355
All materials testing and verification shall comply with BS 4360 and not limited to the
requirements as specified in the JKR Standard Specification for Structural Steelwork.
The manufacturer’s mill certificates shall be produced to the S.O before any structural steel
can be accepted. All test certificates shall contain embossed seal and/or watermarked logo of
the manufacturer.
2.3
Contractor’s Design
Unless connections and other details are provided or where the Contractor is required to
design any structural member/ truss or temporary support system, the Contractor shall
engage an approved structural steelwork fabricator to design such details and prepare
fabrication Drawings in accordance with Section 2.4 hereof.
Prior to fabrication, the Contractor shall submit the following documents and details for the
S.Os’ approval:
a.
b.
c.
d.
e.
2.4
The design plan defining the principal design activities in a logical sequence, type of
design output, target dates to meet the programmed requirements and allocation of
design responsibilities.
Design documentation, production and checking procedures (verification).
Fabricator’s certification that the software used has been validated.
Method Statement for handling and transportation requirements for unusually shaped
or large components to ensure stability during movement.
A report of the design review before the issuance of detailed Drawings.
Drawings
The Contractor shall prepare Drawings with details in accordance with BS 5950 or other
relevant standards. The Drawings shall be certified by a Professional Engineer. He shall also
prepare Drawings and arrangements of temporary steelworks for the different stages of
construction in compliance with the requirements specified in the JKR Standard Specification
for Structural Steelwork.
2.5
Workmanship
The workmanship for all aspects of fabrication and erection shall comply with the JKR
Standard Specification for Structural Steelwork. All permissible deviations and tolerances for
accuracy of erection work shall strictly adhere to the values specified therein.
All welding shall be of metal arc process in accordance with BS 5135 and BS 4570.
I/2
All welding works shall be executed by qualified welders with valid certificate issued by
approved Authorities such as Pusat Latihan Pengajar & Kemahiran Lanjutan (CIAST) and
Malaysian Oxygen Bhd. MOX).
Visual inspection of welds shall be carried out by a suitably qualified welding supervisor or
welder who can provide evidence of having been trained and competent in visual inspection
of the relevant types of welds.
Prior to erection work, the Contractor shall submit for the S.O’s approval, the Method
Statement for erection which among others shall include the following:
a.
b.
c.
d.
e.
f.
Pre- erection survey and formal acceptance of foundations.
Phased component delivery.
Safety and environmental controls.
Operative certification.
Plant and equipment certification.
Inspection of each phase of construction.
Whenever bolts and nuts are tightened by part turn method as in accordance with BS 4604
part 1, each nut shall be tightened, preferably with power operated wrench, by the amount
given in Table C below:
TABLE C - ROTATION OF BOLT AND NUT
Nominal size & thread
dia.of bolt
Grip of bolt for rotation of the nut (relative to the bolt shank)
Not less than ½ turn
Not less than ¾ turn
M 16
M 20
M 22
Up to 115 mm
Up to 115 mm
Up to 115 mm
Over 115 to 225 mm
Over 115 to 275 mm
M 24
M 27
M 30
M 36
Up to 160 mm
Up to 160 mm
Up to 160 mm
Up to 160 mm
Over 160
Over 160
Over 160
Over 160
to 350 mm
to 350 mm
to 350 mm
to 350 mm
If after final tightening, a bolt or nut is slackened off for any reason, the bolt, nut and washer
or washers shall be discarded and not re-used.
Whenever bolts and nuts are tightened by the torque – control method, in accordance with
BS 4604 part 1, such tightening shall be carried out with a calibrated tightening device, either
a power-operated or a hand-operated torque wrench. The wrench shall be calibrated
regularly at least once per shift or more frequently as instructed by the S.O. The equipment
shall be re-calibrated if there is a change in the diameter of bolt used or a change in grip
length exceeding one fifth of that used for calibration.
For inspection purposes, a sample of at least 32 bolts, shall be selected at random from a
batch such as that comprised in the daily work of one gang. If the torque for any bolt is less
than that found in the calibration required to induce the correct shank tension, every bolt in
the batch shall then be examined and tightened further.
Bolts and nuts found to be in any way defective shall be discarded and replaced by new
ones.
I/3
2.6
Surface Preparation And Protective Treatment
All procedures and precautions mentioned in JKR Standard Structural Steelwork
Specification Section 10 shall be adhered to strictly for the cleaning and coating process of
structural elements.
The Contractor shall submit the Method Statement for the surface preparation and protective
treatment to the S.O for his approval before commencement of fabrication works, giving
details of the protective treatment specification and shall indicate quality control and
inspection to ensure conformity with the JKR Standard Specification for Structural Steelwork.
2.7
Welding Inspection And Testing By Independent Authority
The Contractor shall appoint an independent Inspection Authority to endorse the welder’s
certification and also to approve the welding procedures and test procedures for welding
works.
Welding inspection and testing shall be carried out by an independent Welding Inspector who
holds a valid certificate of competence from a nationally recognised body such as SIRIM and
CIDB or other established recognised private organisation. Not withstanding such inspection
by the independent Welding Inspector, the S.O may at his absolute discretion carry out any
test to verify the integrity of the weld.
2.8
Fire Protection
Unless otherwise shown in the Drawings, all fire protection materials and systems, shall show
evidence that they have been subjected to the fire resistance test in accordance with BS 476
and shall be endorsed by the local Jabatan Bomba Dan Penyelamat Malaysia. The
Contractor shall provide the manufacturer’s Data Sheet of the material proposed which shall
contain important information such as the characteristic and application techniques of the
proposed material as formatted in Appendix I/1.
The materials proposed shall be suitable and appropriate for the protection of the structural
steel element, wherever they are located whether internally or externally.
The materials supplied shall be free from defect and of equivalent quality to that supplied for
testing and approval purposes. The materials shall be designed specifically for the fire
protection of structural elements and shall be suitable for this purpose when applied/installed
in accordance with the manufacturer’s comprehensive instructions. The materials shall be
handled and stored as directed by the manufacturer and shall be applied/installed by a
recognised trained applicator/installer.
All fire protection works in progress shall be regularly monitored in order to eliminate the risk
of defective workmanship or failures.
The use of intumescent coating systems to metallic substrates for providing fire resistance
shall comprise a primer, an intumescent coating, a top sealer coat and/or a decorative coat.
The minimum thickness of any sprayed mineral coating type of fire protection materials
applied shall be as in Table D below:
I/4
TABLE D - MINIMUM SPRAY THICKNESS
Hp / A
Thickness in mm to provide fire resistance of :½ hour
1 hour
1½ hour
2 hour
3 hour
4 hour
150
10
12
25
36
57
79
170
10
13
26
38
60
83
190
10
13
27
40
63
87
210
10
14
28
41
65
90
Note : Hp - Perimeter of section exposed to fire (m)
A - Cross sectional area of the steel member (m²)
However, for any type of fire protection applied, the minimum thickness of protection to be
applied and the minimum dry film thickness required shall strictly adhere to the requirement
stated in the Data Sheet of the relevant proposed material.
2.9
Records
The Contractor shall submit to the S.O, document and records which shall include but not
limited to:
a.
b.
c.
d.
e.
f.
g.
h.
i.
2.10
Document register
Drawings and design calculations and documentation registers.
Certificates for materials and consumables.
Calibration of equipment.
Weld procedures, concessions etc.
Inspection and test reports.
Delivery schedules and method statements.
Surveys and final inspection results.
Completion of erection and hand over certification.
Quality Assurance
The Contractor shall submit a Quality Assurance program as specified in the JKR Standard
Specification for Structural Steelwork.
3.
Prefabricated Cold Formed Steel Roof Trusses
3.1
All prefabricated cold formed structural steel roof truss components shall be manufactured
and assembled only by truss fabricators accredited by system provider. The design, supply,
delivery and erection of the trusses shall be in accordance with JKR’s Standard
Specifications for Prefabricated Cold Formed Steel Roof Trusses No.JKR 20600-0022-2001.
3.2
Prior to any work on a roof structure, the Contractor shall seek the S.O’s approval by filling in
the application form to use the intended proprietary prefabricated cold formed steel roof truss
system for the roofing works. The roof truss system shall be selected from the most current
I/5
list of approved Cold Formed Roof Truss System Providers issued by Pengarah Cawangan
Pakar dan Kejuruteraan Awam, Ibu Pejabat JKR Malaysia.
4.
3.3
The Contractor shall enclose with his application all other documentation as mentioned in the
JKR Standard Specifications for Prefabricated Cold Formed Steel Roof Trusses No.JKR
20600-0022-2001.
3.4
The S.O shall have the absolute discretion to reject any system provider or their accredited
truss fabricators regardless of their status in the approved list, if in the opinion the S.O their
track record has been unsatisfactory.
3.5
Notwithstanding the requirement above, the Contractor shall be held responsible to supervise
the supply, fabrication and installation work carried out by the system provider or their
accredited fabricator. In addition the Contractor shall ensure that all works are carried out with
due regards to public safety.
3.6
As soon as practicable after the completion of the installation of the roof truss system and
prior to the issuance of the Certificate of Practical Completion, the Contractor shall submit to
the S.O all relevant documents as mentioned in the JKR Standard Specifications for
Prefabricated Cold Formed Steel Roof Trusses No.JKR 20600-0022-2001 for information and
record.
Metal Frames For Doors And Windows
4.1
4.2
Steel Frames
4.1.1
The Contractor shall supply, assemble and fix steel frames for doors and windows as
shown in the Drawings. The steel frames shall comply with BS 6510, and shall be
from an approved source and shop-primed with two coats of red lead oxide or other
approved rust resisting primer.
4.1.2
The steel frames shall be manufactured from sections rolled from good commercial
grade galvanised mild steel in single sections, mechanically straightened with all
corners pre-cut with a 45 degrees mitre joint giving a snug and accurate fit, fully
electrically welded, and carefully ground and cleaned, or shall be mechanically
jointed by an approved method.
4.1.3
All screws, nuts, bolts and washers shall be of stainless steel.
4.1.4
Steel frames shall be painted as specified in SECTION M - PAINTING WORK.
Aluminium Frames
4.2.1
The Contractor shall supply, assemble and fix aluminium frames for doors and
windows as shown in the Drawings. Unless otherwise specified, all aluminium
frames shall be fabricated from sections extruded from aluminium alloy conforming to
MS 832.
4.2.2
Unless otherwise shown in the Drawings or described in the Bills of Quantities,
aluminium surfaces shall be natural anodised finish, free from alloy defects, dye
marks, scratches and other surface blemishes in accordance with BS 3987 with an
anodic coating of 25 microns average thickness.
4.2.3
All coloured anodised finish to aluminium exposed surfaces shall be subject to the
I/6
S.O.’s approval.
4.3
4.4
4.2.4
All aluminium extrusion or sheet exposed surfaces after anodising and after
colouring, if required by the S.O., shall be sealed, and the adequacy of the sealing
shall be determined by method specified in BS 1615.
4.2.5
All screws, nuts, bolts, rivets, washers and other fastenings shall be of stainless steel
or aluminium.
4.2.6
Ancillary members such as sills, couplings and the like formed from sheet materials,
shall be fabricated from designated aluminium alloys complying with BS 1470 or
equivalent.
Frames For Adjustable Louvre Windows
4.3.1
The Contractor shall supply, assemble and fix frames for adjustable louvre windows
as shown in the Drawings.
4.3.2
Unless otherwise specified, the frames shall be of approved manufacture.The frames
shall be supplied complete with weather seal and non-ferrous bearings, spring clips,
locking device and weather stripping with all necessary spacing pieces. The frames,
coupling mullions and spacer brackets shall be minimum 1.219 mm thick (18 SWG)
or otherwise specified cold-rolled steel strip galvanised with hot-dipped process. The
clips to receive the louvres shall be minimum 0.711 mm thick (22 SWG) rolled steel
strip galvanised with hot dipped process.
4.3.3
The operating rods shall be 2.132 mm thick (14 SWG). The handle and lock shall be
2.642 mm thick (12 SWG) steel.
4.3.4
Bolts, nuts and screws shall be of stainless steel.
4.3.5
Unless otherwise specified, the finish shall be of aluminium lacquer.
Accessories
Each steel or aluminium frame for doors and windows shall be supplied complete with:-
4.5
i.
Sufficient number of built-in stainless steel hinges as per Schedule of Ironmongery
under SECTION H - CARPENTRY, JOINERY AND IRONMONGERY WORKS;
ii.
Two (2) rubber buffers per closing jamb, to reduce noise and vibration;
iii.
Welded mortar guard;
iv.
Adjustable stainless steel striker plate with a gently curved lead-in edge;
v.
Removable spreader bars, to ensure a perfect square during transportation and
installation; and
vi.
Minimum of eight (8) pieces of 4mm brick ties, to ensure a tight permanent fit.
Samples
Samples of steel or aluminium sections for the doors and windows frames, together with
completed shop Drawings of all works shall be submitted for the S.O’s approval prior to the
I/7
commencement of any work.
4.6
5.
Installation
4.6.1
Unless otherwise specified or shown in the Drawings, fixing and installation of all
types of frames shall be strictly in accordance with the manufacturer’s instructions
and procedures.
4.6.2
Frames for adjustable louvre windows to be fixed to brick or concrete jambs shall be
screwed to patent wall plugs in accordance with the manufacturer’s instructions;
otherwise the frame shall be screwed to timber surround.
Ceiling Suspension System
5.1
5.2
5.3
General
5.1.1
Where shown in the Drawings, ceiling suspension system shall consist of metal
members comprising main tees, cross tees, wall angles and hanger wires
complete with hanger jackets and clips, designed to support the suspended ceiling,
light fixtures and/or air diffusers with a maximum deflection of 1/360 span.
5.1.2
Unless otherwise specified, all exposed members of the suspension system shall be
of colour to match that of ceiling tiles, to the approval of the S.O.
Design Considerations
5.2.1
The width of all main tees and cross tees with double-web design shall be 24mm.
Wall angles shall be of the same width as the exposed tees.
5.2.2
Hanger wires shall be galvanised carbon steel, soft tempered, pre-stretched with
a yield stress load of at least three (3) times the design load, but in any case shall
not be less than 12 gauge (12.6 mm) diameter. Thicker gauge wire shall be used for
heavier load carrying installation or in situations where the hanger wires spacing
exceeds 1200mm centre to centre.
5.2.3
The system shall be designed with double locking system to ensure safety, as well
as to allow easy and speedy installation.
5.2.4
Stainless steel wire or nickle-copper alloy wire shall be used in corrosive
environment.
5.2.5
Supplementary bracing or substantial hanger devices such as metal straps,
rods, or structural angles shall be installed for installations subject to wind uplift.
Installation
5.3.1
Installation shall not be carried out until all wet work such as concreting, laying of
floor finish, plastering or painting has been completed and thoroughly dried.
5.3.2
All suspension systems shall be installed strictly in accordance with the
manufacturer’s instructions and recommendations.
I/8
5.4
Warranty
5.4.1
6.
Collapsible Gates, Roller Shutters etc.
6.1
7.
The Contractor shall submit to the S.O., a manufacturer’s warranty against any
defect or damage which may arise during the period of 10 years from the date of the
issuance of the Certificate of Practical Completion. Terms of the warranty shall be
such as shall be approved by the S. O.
The Contractor shall provide and fix approved collapsible steel gates, folding shutters, roller
shutters, etc. complete with all necessary accessories as approved by the S.O. to the sizes
and positions as shown in the Drawings. Unless otherwise specified, they shall be galvanised
and fixed in accordance with the manufacturer's instructions.
Sundries
7.1
Mild steel balustrading to staircases, verandahs, balconies, etc. shall be fixed as shown in the
Drawings.
7.2
All iron and steel for the sundries shall be of the quality approved by the S.O. Screws and
bolts shall have washers where appropriate. Hooks for carrying ceiling fans shall be formed
from 13mm diameter mild steel rods bolted to timber ceiling members or ragged into
concrete.
7.3
Welded mesh, expanded metal, aluminium sheets etc. shall be provided and fixed as shown
in the Drawings.
7.4
Mild steel grilles, drain cover gratings shall be provided and fixed as shown in the Drawings.
Unless otherwise stated, all steelwork shall be jointed by continuous welding.
7.5
Ant caps shall be of 16 gauge galvanised iron sheets formed to shape as shown in the
drawing. The caps shall be fixed between concrete stumps/brick piers or walls and timber
posts or plates as required. The caps shall project 60mm and inclined at 45 degrees from the
surface.
I/9
APPENDIX I/1
Data Sheet of Proposed Fire Protection Material
PRODUCT NAME :
1.
Product Description
2.
Name of Manufacturer
3.
Name of Supplier
4.
Protection Technique
5.
Application Technique
6.
Steel Preparation Requirements
7.
Additional Mechanical Fixing or Reinforcement
8.
Nominal Density
9.
Thickness Range
10.
Fire Resistance Range
11.
Constraints For Fire Resistance
12.
Appearance
13.
On Site Use
14.
Durability
15.
Other Application
I/10
6.0
BORANG SEBUTHARGA KERJA
BORANG SEBUTHARGA KERJA
Untuk
NO SEBUTHARGA : SH/ANM/P/11/2014
Ketua Pengarah,
Arkib Negara Malaysia,
Jalan Duta,
50568 KUALA LUMPUR.
Tuan,
Sebutharga untuk : KERJA-KERJA PENGGANTIAN TINGKAP SEDIA ADA KEPADA
TINGKAP BINGKAI ALUMINIUM DI BANGUNAN WISMA WARISAN, JABATAN ARKIB
Di bawah dan tertakluk kepada Arahan Kepada Pentender, Syarat-syarat Sebutharga,
Spesifikasi Kerja dan Pelan-pelan, saya yang bertandatangan di bawah ini adalah dengan ini
menawarkan untuk melaksanakan dan menyiapkan kerja-kerja tersebut bagi jumlah wang
pukal sebanyak (Ringgit Malaysia: ……………………….……………………………………….....
(RM ……………………………………)
2.
Saya bersetuju menyiapkan kerja-kerja ini dalam tempoh masa 2 bulan dari tarikh
akhir tempoh mula kerja seperti yang ditetapkan seperti yang diarahkan oleh Pegawai Inden.
Bertarikh pada ………………………… Haribulan ………………………20…….
……………………………….…………..….
(Tandatangan Kontraktor)
……………………………………………..
(Tandatangan Saksi)
Nama Penuh:…………………….…………
Nama Penuh: ……………………………...
No. KP:………………………………………
No. KP:……………………………………...
Alamat:………………………………………
Alamat:……………………………………...
……………………………………..
……………………………………..
……………………………………..
……………………………………..
Atas Sifat:…………………………………...
______________________________
METERI ATAU COP KONTRAKTOR
7.0
RINGKASAN SEBUT HARGA (PUKAL)
RINGKASAN SEBUT HARGA (PUKAL)
NO. SEBUTHARGA : SH/ANM/P/11/2014
TAJUK KERJA : KERJA-KERJA PENGGANTIAN TINGKAP SEDIA ADA KEPADA
TINGKAP BINGKAI ALUMINIUM DI BANGUNAN WISMA WARISAN, JABATAN ARKIB
Bil
Butir-butir kerja
Jumlah Harga
(RM)
A.
Kehendak Permulaan dan Syarat-Syarat Am
……………….
B.
Kerja-kerja Penggantian Tingkap
……………….
Jumlah dibawa ke Borang Sebut Harga (RM)
………………..
Catatan:
Jika ada butiran yang dikehendaki dalam Spesifikasi dan Skop Kerja tidak termasuk di
dalam Ringkasan Sebut Harga ini, harga butiran tersebut hendaklah disifatkan telah
dimasukkan ke dalam salah satu butiran dalam Ringkasan Sebut Harga.
____________________
Tandangan Kontraktor
Nama : _______________________________________
Tarikh : ______________________________________
_____________________
Cop Kontraktor
8.0 JADUAL HARGA
KERJA-KERJA PENGGANTIAN TINGKAP SEDIA ADA KEPADA TINGKAP BINGKAI ALUMINIUM DI
BANGUNAN WISMA WARISAN, JABATAN ARKIB NEGARA, JALAN DUTA, KUALA LUMPUR
Bil
A
1.0
2.0
3.0
4.0
5.0
Huraian Kerja
Unit
Kuantiti
Kadar Harga
(RM)
Jumlah Harga
(RM)
………………
………………
………………
………………
………………
………………
Kehendak permulaan dan syarat-syarat am:
Insuran
i. Insuran kerja
ii. Insuran untuk kemalangan dan kerosakan harta benda
l/s
l/s
Menyediakan laporan bergambar yang lengkap berserta
gambar bertarikh untuk kerja sebelum, semasa dan selepas
kerja siap dilaksanakan. (Laporan setiap 2 minggu)
No.
Menyediakan peralatan, mesin dan kenderaan yang sesuai
untuk melaksanakan kerja-kerja sepanjang tempoh kerja
l/s
………………
………………
Membuang sisa binaan yang telah ditanggal termasuk sisa
berkaitan dari tapak kerja ke tapak pelupusan yang dibenarkan
pihak berkuasa tempatan.
l/s
………………
………………
………………
………………
Menutup rak-rak dan bahan arkib dengan kanvas bagi
memelihara bahan dan mengelak habuk semasa kerja
dilaksanakan.
4
l/s
Jumlah dibawa ke Ringkasan Sebut Harga Pukal (RM)
………………..
BANGUNAN MENARA WARISAN, JABATAN ARKIB NEGARA, JALAN DUTA, KUALA LUMPUR
Bil
B
Huraian Kerja
Unit
Kuantiti
4
2
Kadar Harga
(RM)
Jumlah Harga
(RM)
Kerja-kerja Penggantian Tingkap
Nota : Kadar harga perlu mengambil kira segala keperluan
termasuk menyediakan pekerja, peralatan, pengangkutan,
pembuangan sisa lama dari tapak dan lain-lain.
1.0
Membuka tingkap yang lama termasuk bingkai, membekal dan
memasang bingkai dan tingkap aluminium jenis ram
(louvred) kemasan warna perak termasuk kerja-kerja
berkaitan.
1.1
Tingkap sebelah tangga utama
i. Saiz 2.58m tinggi x 1.15m lebar
ii. Saiz 3.29m tinggi x 1.15m lebar
iii. Saiz 0.72m tinggi x 1.15m lebar
No.
No.
No.
1
……………….. ………………..
……………….. ………………..
……………….. ………………..
Tingkap bilik elektrik di tangga utama
No.
No.
1
2
……………….. ………………..
……………….. ………………..
No.
1
……………….. ………………..
No.
No.
No.
7
1
1
……………….. ………………..
……………….. ………………..
……………….. ………………..
No.
No.
4
1
……………….. ………………..
……………….. ………………..
Tingkap tangga di sebelah ruang pejabat seksyen kewangan
No.
No.
No.
1
1
1
……………….. ………………..
……………….. ………………..
……………….. ………………..
Tingkap tandas di sebelah ruang pejabat seksyen kewangan
No.
No.
No.
1
1
1
……………….. ………………..
……………….. ………………..
……………….. ………………..
Tingkap tangga di belakang gedung
No.
No.
2
18
……………….. ………………..
……………….. ………………..
1.2
1.3
Bilik Tangki Air
1.4
Tingkap tangga di sebelah surau
1.5
1.6
1.7
1.8
Tingkap tandas di sebelah surau
Jumlah harga dibawa ke muka sebelah (RM)
……………….
BANGUNAN MENARA WARISAN, JABATAN ARKIB NEGARA, JALAN DUTA, KUALA LUMPUR
Bil
Huraian Kerja
Unit
Kuantiti
Jumlah harga dari muka sebelum (RM)
2.0
2.1
2.2
Kadar Harga
(RM)
Jumlah Harga
(RM)
………………..
Membuka tingkap yang lama termasuk bingkai, membekal dan
memasang bingkai aluminium dan tingkap kaca berbingkai
aluminium kemasan warna perak (kaca gelap 6mm tebal)
termasuk kerja-kerja berkaitan.
Tingkap tangga di sebelah surau (Dengan pelekat logo Arkib
Negara dan setiap tingkap perlu dipasang 1 unit tingkap jenis
top hung) (Rujuk lampiran)
No.
No.
2
2
……………….. ………………..
……………….. ………………..
Tingkap di gedung aras 2 hingga 9 (setiap gedung perlu
dipasang 2 unit tingkap jenis top hung)
i. Saiz 4.40m lebar x 0.60m tinggi
ii. Saiz 4.60m lebar x 0.60m tinggi
iii. Saiz 0.90m lebar x 0.60m tinggi
No.
No.
No.
48
32
32
……………….. ………………..
……………….. ………………..
……………….. ………………..
Jumlah dibawa ke Ringkasan Sebut Harga Pukal (RM)
……………….
9.0 LAMPIRAN
(A)
(B)
(C)
(D)
LATAR BELAKANG KONTRAKTOR
BORANG PERFORMANCE BOND
BORANG PERJANJIAN INDEN KERJA
SURAT AKUAN PEMBIDAN & SURAT
AKUAN PEMBIDA BERJAYA
(E) LUKISAN-LUKISAN
(A) LATAR BELAKANG KONTRAKTOR
LATAR BELAKANG KONTRAKTOR (BAHAGIAN A – D)
Semua butir latar belakang Kontraktor (Bahagian A – D) yang dilampirkan ini
hendaklah diisi oleh Kontraktor dengan betul dan lengkap dan dikembalikan
bersama – sama dengan Sebut Harganya.
………………………………………
………………………………………
Tandatangan Kontraktor
Tandatangan Saksi
Nama Penuh: ……………………………....…
Nama
Penuh:
………………………….…....…
Jawatan: ……………………………………....
Jawatan:
………………………………….…....
Alamat: …………………….……………....….
Alamat:…………………….…………….....…..
……………………………………......
…………………………………….......
…………………………………...……
………………………………….…......
yang diberi kuasa dengan sempurna untuk
menandatangani untuk dan bagi pihak
……………………………………………….
Meterai atau cap Kontraktor
Tarikh:………….................
LATAR BELAKANG KONTRAKTOR
Bahagian A
1.
Nama :
2.
Alamat :
3.
Kelas :
4.
Tarikh Didaftarkan :
5.
Jika Bertaraf Bumiputera, nyatakan :
Tarikh berkuatkuasa :
Tarikh tamat :
6.
Bagi Syarikat Sdn. Bhd., nyatakan :
Modal dibenarkan :
Modal dibayar :
Tajuk/Tajuk Kecil :
Bahagian B
Senarai Sepuluh (10) Kerja – Kerja Yang TELAH Disiapkan
Jabatan/Agensi
/ Perunding
Nama Projek
Yang
Harga
Tempoh
Mengawas
Projek
Tarikh Siap
Sebenar
Bahagian C
Senarai Kerja Yang SEDANG Dijalankan
Nama Projek
Jabatan/Agensi/
Perunding Yang
Mengawas
Projek
Harga
Kontrak
Tempoh
Kontrak
Peratusa
n
Kemajua
n
Ulasan
Pegawai
Yang Menilai
Sebut
Harga*
Bahagian D
Ahli – Ahli Syarikat
1.
Ahli – Ahli Lembaga Pengarah
Nama
2.
Jawatan
Saham Modal Dipegang
Jawatan
Saham Modal Dipegang
Ahli – Ahli Pengurusan
Nama
(B) BORANG PERFORMANCE BOND
(C) BORANG PERJANJIAN INDEN KERJA
(D) SURAT AKUAN PEMBIDA & SURAT
AKUAN PEMBIDA BERJAYA
LAMPIRAN 1A
(SAP bertarikh 1 April 2010)
SURAT AKUAN PEMBIDA
Bagi
KERJA-KERJA PENGGANTIAN TINGKAP SEDIA ADA KEPADA
TINGKAP BINGKAI ALUMINIUM DI BANGUNAN WISMA WARISAN,
JABATAN ARKIB NEGARA, JALAN DUTA, KUALA LUMPUR
Saya
....................................................................
nombor
K.P.
...........................................
yang
mewakili
..................................................................................... nombor pendaftaran
.......................................... dengan ini mengisytiharkan bahawa saya atau
mana – mana individu yang mewakili syarikat ini tidak akan menawar atau
memberi rasuah kepada mana – mana individu dalam Arkib Negara
Malaysia atau mana – mana individu lain, sebagai sogokan untuk dipilh
dalam tender/sebut harga* seperti di atas. Bersama – sama ini dilampirkan
Surat Perwakilan Kuasa bagi saya mewakili syarikat seperti tercatat di atas
untuk membuat pengisytiharan ini.
2.
Sekiranya saya atau mana – mana individu lain yang mewakili syarikat
ini didapati bersalah menawar atau memberi rasuah kepada mana – mana
individu dalam
Arkib Negara Malaysia atau mana – mana individu lain
sebagai sogokan untuk dipilih dalam tender/sebut harga* seperti di atas,
maka saya sebagai wakil syarikat bersetuju tindakan – tindakan berikut
diambil:
2.1
atas; atau
2.2
2.3
Kerajaan.
penarikan balik tawaran kontrak bagi tender/sebut harga* di
penamatan kontrak bagi tender/sebut harga* di atas; dan
lain – lain tindakan tatatertib mengikut peraturan perolehan
3.
Sekiranya terdapat mana – mana individu cuba meminta rasuah
daripada saya atau mana – mana individu yang berkaitan dengan syarikat ini
sebagai sogokan untuk dipilih dalam tender/sebut harga* seperti di atas,
makan saya berjanji akan segera melaporkan perbuatan tersebut kepada
pejabat Suruhanjaya Pencegahan Rasuah Malaysia (SPRM) atau balai polis
yang berhampiran.
Yang Benar,
...............................................
Nama dan No. K.P. :
Cop Syarikat
:
Catatan: * Potong mana yang tidak berkaitan
LAMPIRAN 1B
(SAP bertarikh 1 April 2010)
SURAT AKUAN PEMBIDA BERJAYA
Bagi
KERJA-KERJA PENGGANTIAN TINGKAP SEDIA ADA KEPADA
TINGKAP BINGKAI ALUMINIUM DI BANGUNAN WISMA WARISAN,
JABATAN ARKIB NEGARA, JALAN DUTA, KUALA LUMPUR
Saya
....................................................................
nombor
K.P.
...........................................
yang
mewakili
..................................................................................... nombor pendaftaran
.......................................... dengan ini mengisytiharkan bahawa saya atau
mana – mana individu yang mewakili syarikat ini tidak akan menawar atau
memberi rasuah kepada mana – mana individu dalam Arkib Negara
Malaysia atau mana – mana individu lain, sebagai ganjaran mendapatkan
tender/sebut harga* seperti di atas. Bersama – sama ini dilampirkan Surat
Perwakilan Kuasa bagi saya mewakili syarikat seperti tercatat di atas untuk
membuat pengisytiharan ini.
2.
Sekiranya saya atau mana – mana individu lain yang mewakili syarikat
ini didapati bersalah menawar atau memberi rasuah kepada mana – mana
individu dalam
Arkib Negara Malaysia atau mana – mana individu lain
sebagai ganjaran mendapatkan tender/sebut harga* seperti di atas, maka
saya sebagai wakil syarikat bersetuju tindakan – tindakan berikut diambil:
2.1
atas; atau
2.2
2.3
Kerajaan.
penarikan balik tawaran kontrak bagi tender/sebut harga* di
penamatan kontrak bagi tender/sebut harga* di atas; dan
lain – lain tindakan tatatertib mengikut peraturan perolehan
3.
Sekiranya terdapat mana – mana individu cuba meminta rasuah
daripada saya atau mana – mana individu yang berkaitan dengan syarikat ini
sebagai ganjaran mendapatkan tender/sebut harga* seperti di atas, makan
saya berjanji akan segera melaporkan perbuatan tersebut kepada pejabat
Suruhanjaya Pencegahan Rasuah Malaysia (SPRM) atau balai polis yang
berhampiran.
Yang Benar,
...............................................
Nama dan No. K.P. :
Cop Syarikat
:
Catatan: * Potong mana yang tidak berkaita

dokumen sebutharga - Arkib Negara Malaysia

Transcription

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