2. PROPOSED PROJECT
The Construction and Completion of a single unit Double Storey Terrace House A
(Corner Lot) On Lot 509 (KOT 9541), Block 5, Sentah Segu Land District at 17th Mile of
Kuching - Serian Road, Kuching, Sarawak
Architect :
Design Network Architects
No. 58, Iris Garden Square, Jalan Tong Wei Tah, 93200 Kuching Sarawak.
Tel : 082-255082 Fax : 082-255081
E-mail : dnaswk@gmail.com
Civil & Structural Engineer :
ESWEL ENGINEERS SDN BHD
2nd Floor, Lot 10148, Section 64, KTLD, Jalan Kwong Lee Bank, Pending,
93450 Kuching, Sarawak
Tel : 082-342608 Fax : 082-334875
E-mail : eswelengineer@gmail.com
Quantity Surveyor :
Oompa Loompa SDN BHD
Jalan Taylors, Subang Jaya, 47500 Subang Jaya, Selangor, Malaysia
Tel : 03-56295000
E-mail : OLQSQ@gmail.com
12. Formally known as the PAM Contracts 2006
Contains clauses and conditions that both
the client and contractors must abide to.
TENDER FORM
13. For this project, all clauses are used but we
suggest that Clauses that involve the client
are to be nullified.
Clauses deemed to be nullified shall
suggestively be Clauses:
-Clause 20.B and Clause 20.C
TENDER FORM
23. damages whose amount the
parties designate during the
formation of a contract for the
injured party to collect as
compensation upon a specific
breach
Liquidated and Ascertained Damages
24. Liquidated damages is set at 0.0181
To ensure that contractors do not strictly
delay the construction period.
The percentile is set per day.
Liquidated and Ascertained Damages
25. Contractors are to get a Registered
Surveyor to scout out discrepancies in the site.
Within the three weeks of handing the site
over, Contractors are to inform Architects in
charge to solve those discrepancies if found
on site.
SITE SURVEY
26. Analysis of a proposed project to determine
if it is profitable.
Summary of how profitable this project will
be, we have taken two weeks into a
feasibility study session.
FEASIBILITY STUDY
27. Located at the 17th Mile of Kuching.
Location is where commercial activities are
carried out, which are shopping centers and
what not.
FEASIBILITY STUDY
42. 1200mm Wide
PL - 10.00
IL - 9.60
IL - 9.25
IL - 9.27
600mm Wide
PL - 10.00
IL - 9.27
IL - 9.37
300mm Wide
BPL - 10.30
IL - 9.68
IL - 9.90
SURFACE WATER DRAINAGE
43. SEWER DRAINAGE
M.H 1 IL - 9.70
M.H 2 IL - 9.60
M.H 3 IL - 9.44
M.H 4 IL - 9.39
GL - 10.00