PENYEDIAAN LAPORAN ATAU NOTE PENYELIAAN TAPAK

Senarai scope of works yang boleh dinyatakan :

• Survey
• Site clearing
• Cuting and Filling until subgred level
• USM seperti testting yang perlu untuk tentukan USM
• Turfing dan hydro seeding
• FDT test
• Surface drainage
• Pipe laying
• Culvert/BC/VBC
• Pavement - sub base, wet mix, prime coat, tack coat, ACBC,ACWC
• Guard rail and roal line marking
• Bridge work-survey setting out, piling works, test piles (MLT/PDA), pile cap, pier/column, abutment, casting beam, launching beam, daphragm, deck slab, paraphet wall, reinforce soil wall, approach slab, approach road and pavemant.
• Ground treatment Remove and Replace (R&R), R&R with surcharge, R&R, PVD with surcharge.
• Instrumentation with analisa
• Gabion wall with reno matress
• Traffic management (TMP)-temporary road furniture, road sign, road diversion
• (Environmental EMP) - weter browser truck, tyre washing facilities, wash trough, silt fence, silt trap, check dam, skid tank.

Laporan mestilah mengandungi maklumat berikut :

• Specification
• Method Statement
• Masukkan nota-nota berkaitan seprti nota yang tercatat dalam nota pembinaan
• Perlu rujuk QAP
• Progress photo
• lab test
• Checklist before work do
• Maklumat rule of thumb
• Factory visit atau testing required
• Maklumat kelulusan bahan yang perlu di sertakan
• Production rate berdasarkan sumber-sumber yang ada
• SPK form
• Kadar harga semasa
• bar bending schedule
• RFI
• NCR
• RFI

Sistem Penyampaian JKR

Sistem penyampaian JKR ialah Sistem Pengurusan Kualiti (SPK).

PEMBIAYAAN SEMULA RUMAH

Yuran Peguam (Legal Fees)
How to think Yuran Guaman; to SPA, the levels yuran / scale fees thought of the purchase price, scale of fees mistaken for your loan with the Bank.

RM150, 000 First - 1%
RM150, 001 to RM850, 000 - 0.7%
RM850, 001 to RM2, 000,000 - 0.6%
After RM 2,000,000 - 0.5%
and so on .... enough is up here.


Example,
Say your house price RM950 .000-00

First = 150.000 RM RM 1.500
After = 699.999 RM RM 4,899.99
RM 99.999 after = RM 599.99
Amount RM 6,999.99 or RM 7.000

So yuran guaman will apply is RM7 .000 to 00, plus 5% service tax amount in legal fees that wear is RM7, 350.00. If you take the zero pakej boarding moving, legal fees for SPA between banks with you to wear but not in high gain levels Little ..


Yuran Assessment (Valuation Fees)
This assessment in Yuran wear if you do not take pakej zero moving cost to the bank.


Value first hartanah RM 100.000 - 0.25%
100.001 RM to RM 1,900,000 - 0.2%
RM 1,900,001 to RM 5,000,000 - 0167%

Example
Kiraannya same as above.
Encik A has a housing loan as follows: --
Number of loans = RM 254.000
The number of monthly ansuran = RM 1,721.00
The period of loan = 25 years
The number of loans in 3 years to pay =
Encik A current age = 44 years
Value during the house (Current Market Value) = RM 350,000.00
Tray loans = RM 240,628.41
Avail levels during = 3.75% (BLR-1.80%) 5:55% BLR now.
Option 1 - Reduce monthly payments ansuran: --
Tray loans = RM 240,628.41
Period of the new loan = 22 years
New moon ansuran fee = RM 1339.92
Penjimatan month = RM 381.08
Number of penjimatan = RM 100,605.12

LamanWEB

http://expertvoices.nsdl.org/middle-school-matscience/
http://jomdownloadfree.wordpress.com/2009/10/21/setem-2009-xvid/
http://forum.lowyat.net/topic/738312
http://www.malaysianbikers.com.my/forum/
http://eng.upm.edu.my/webkaw/coursenotes/4701/nota4701.htm
http://thinkproperty.com.my/
http://www.scribd.com/
http://www.mysktm2.net/v1/m.html
http://sks7bangi.blogspot.com/
http://www.magazinesdownload.com/?page=4
http://www.bandarseriputra.info/
http://www.quranexplorer.com/Quran/Default.aspx
http://pakej6.blogspot.com/
http://www.skkionsom.edu.my/v1/utama.html
http://skbukitchempaka.blogspot.com/
http://tba6069.spp.moe.edu.my/
http://www.skkp.edu.my/bank_soalan.html
http://jba4014.zoom-a.com/BankSoalan.html
http://skserimawar.blogspot.com/2009/05/bank-soalan.html
http://banksoalan.bravehost.com/fail_web/kuizmatematik.htm

PRE BORE

Pre bore merupakan salah satu kaedah yang digunakan dalam kerja cerucuk, di mana pre bore dilakukan dahulu contohnya sedalam 15m, kemudian diikuti kerja penanaman cerucuk (spun pile). Ia biasa digunakan di mana kawasan tersebut iaitu pada kedalaman 15m terdapat boulder atauun batuan keras (refer SI).

Sebelum kerja pre bore di mulakan pihak kontraktor perlu menghantar method statement kepada client untuk semakan dan pengesahan. Selepas itu barulah kerja boleh dimulakan. Ini adalah untuk mengelakkan daripada kesilapan pihak kontraktor melakukan kerja dan memastikan prosedur dan spesifikasi dipatuhi.

Pre bore tidak boleh dilakukan terhadap keseluruhan point sekaligus.Ianya perlu di pre bore dahulu untuk point yang pertama dan diikuti oleh pile driving dan diikuti point yang seterusnya. Ini adalah perlu untuk mengelakkan lubang ynag di pre bore itu mengalami hakisan dan menyebabkan penusukan cerucuk tidak mencapai pada kedalaman yang sepatutnya ( contohnya set pada kedalaman lingkunagn 15m iaitu pada kedalaman pre bore). Walaubagaimanapun kaedah ini perlu di semak dahulu dari segi adakah praktikal dari segi penggunaan machinery atau perlukah membuat arrangement terhadap kedudukan point atau ada kaedah yang boleh dilakukan untuk mengelakkan hakisan dalam lubang pre bore yang menyebabkan pile set pada kedalaman pre bore).

HIGHWAY ENGINEERING

a.Sistem Jalan Raya Malaysia

• Jalan Persekutuan - Menghubungkan antara bandar dan negeri. Di bina dan disenggara menggunakan peruntukan dari kerajaan persekutuan di bawah JKR persekutuan.
• Jalan Tol - Dibina dan di senggara oleh LLM. Alternatif kepada Jalan Persekutuan. Contoh konsesi ialah PLUS di bawah design, built and operates.
• Jalan Negeri - Menghubungkan antara kawasan dalam negeri. Di bina dan diselenggara di bawah peruntukan kerajaan negeri atau persekutuan-tanggungjawab JKR Negeri.
• Jalan Majlis Perbandaran atau Daerah - Dalam kawasan majlis perbandaran atau daerah termasuk yang dibina oleh pemaju perumahan. Kewangan sendiri di subsidi oleh Persekutuan.
• Jalan Kecil - Jalan dikampung dibina dan disenggara Majlis Daerah melalui peruntukan kewangan Kerajaan Negeri.

b. Pavement Structure

• Subgrade - The uppermost part of the soil, natural or imported, supporting the load transmitted from the overlaying layers. The strength of subgred layer is important as the thickness or load of upper layers is dependent on it.

EARTHWORKS

Mass Haul Diagram

Mass haul diagram (long sect. and cross sect.) - things you need to provide before start any earthworks activity. Its to determine especially the quantity of cut and fill required. Informations need to produce the diagram are the OGL survey data. From the diagram any VO can be trace at the early stage of construction.

Survey Work

OGL-to confirm with pre com level. And then minus 150mm stripping top soil and level after that is EGL/existing ground level (reference level for calculate the volume of cut and fill)

Quantity/Joint Measurement

To remind that before every covering works (sand, geotextile, earth fill etc), joint measurement or survey must be conducted between the client and contractor.

Maintain Load Test

What do u know about maintain load test ?

Cable Car, Langkawi, Malaysia

CULVERT

Installation of Culvert

1.Method of costruction - opening or trenching method.
2. Get the existing invert level and location, compare with construction drawings - Skew of culvert (is also determine type of outlet / inlet structure), the gradient, type / class culvert, size, type of culvert bedding (sand / crusher run / rc Pile) .
3. Class of culvert - Before installing, check the class of culvert (exmp: z, 1.5z, 2.5z). The class mean a guide or reference for maximum height can be filled on top of the culvert. (z = 1.5m height)
4. Spigot joint - Rubber ring to install together. Normally use at sand bedding areas. Line load of the culvert must be determined before the installation of the culvert. Culvert to be installed from the upstream toward the down stream.