JPS SP - Project QAQC Plan - Final
JPS SP - Project QAQC Plan - Final
NO KONTRAK : JPS/P/SEL/SG/11/2023
Prepared by : Approved by :
Permai Prestij Sdn. Bhd. Uniti Consultants Sdn. Bhd.
MUHAMMAD FADZLI BIN MAHMOOD Ir. HJ. AMIRUL FAIZI BIN HJ. ABDUL WAHAB
Senior Project Manager Resident Engineer
Date : Date :
Doc. No. : PPSB/SG.PENCHALA/QAQCP
CONTENT Rev. No.
Date
:
:
01
06-12-24
8.0 APPENDIXES 23
Page | i
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
Page | 1
QUALITY POLICY Doc. No.
Rev. No.
:
:
PPSB/SG.PENCHALA/QAQCP
00
STATEMENT Date : 06-12-24
Page | 2
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
Page | 3
QUALITY POLICY Doc. No.
Rev. No.
:
:
PPSB/SG.PENCHALA/QAQCP
00
STATEMENT Date : 06-12-24
Page | 4
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
3.0 – RESPONSIBILITY
& AUTHORITY
Page | 5
RESPONSIBILITY Doc. No.
Rev. No.
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PPSB/SG.PENCHALA/QAQCP
00
& AUTHORITY Date : 06-12-24
The Project Director (PD) is overall in charge of the project. All policy matters, which
are related to the project, will be approved by the PD. He is assisted by a Senior Project
Manager (SPM), who will be responsible for the management of the project.
The Senior Project Manager (SPM) is responsible for all aspects of the construction
works including safety, health and quality assurance. The PD has delegated all the
preparation and execution of the project to the SPM.
Staff responsibilities are described in the company's Personnel File. However this
section defines the responsibility and authority of the site staff towards the quality
assurance and quality control at the project site.
Page | 6
RESPONSIBILITY Doc. No.
Rev. No.
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PPSB/SG.PENCHALA/QAQCP
00
& AUTHORITY Date : 06-12-24
Page | 7
RESPONSIBILITY Doc. No.
Rev. No.
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PPSB/SG.PENCHALA/QAQCP
00
& AUTHORITY Date : 06-12-24
Page | 8
RESPONSIBILITY Doc. No.
Rev. No.
:
:
PPSB/SG.PENCHALA/QAQCP
00
& AUTHORITY Date : 06-12-24
Page | 9
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
Page | 10
CONTROL OF SUB Doc. No.
Rev. No.
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PPSB/SG.PENCHALA/QAQCP
00
CONTRACTORS & SUPPLIERS Date : 06-12-24
4.1 SUBCONTRACTORS
All subcontractors will be assessed to ensure that they have the capability to comply
✓ All subcontractors will be required to follow Permai Prestij Sdn. Bhd. Project
✓ Permai Prestij Sdn. Bhd. will monitor all subcontract works by surveillance
Page | 11
CONTROL OF SUB Doc. No.
Rev. No.
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PPSB/SG.PENCHALA/QAQCP
00
CONTRACTORS & SUPPLIERS Date : 06-12-24
4.2 SUPPLIERS
✓ All suppliers will be assessed to ensure that they have the capability to supply
goods and equipment that comply with the project requirements.
✓ Permai Prestij Sdn. Bhd. will carry out inspections and audits at the premises
of suppliers as necessary to ensure that:
• Goods and materials comply with specified requirements
• All specified inspections and tests are conducted
• All necessary test certificates/certificates of conformance are available
✓ All goods and materials arriving at site will be subject to a receipt inspection
to ensure that:
• Goods comply with requirements specified on the purchase order.
• Goods arrive in good condition
• All specified documentation is available
✓ For supplies that are engaged by subcontractors, the subcontractors will have
to ensure that the quality of material being supplies complies fully with the
project requirements. Permai Prestij Sdn. Bhd. will make arrangements to
randomly check the materials being supplied, either verification of
documentation, material at site or fabrication works at the premises of the
supplier.
Page | 12
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
Page | 13
QUALITY SYSTEM FOR Doc. No.
Rev. No.
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PPSB/SG.PENCHALA/QAQCP
00
CONTROL OF THE WORK Date : 06-12-24
Page | 14
QUALITY SYSTEM FOR Doc. No.
Rev. No.
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:
PPSB/SG.PENCHALA/QAQCP
00
CONTROL OF THE WORK Date : 06-12-24
✓ Audits, both internal and on subcontractors (as and when required), will be
conducted in accordance with a prepared schedule. The schedule will be
prepared and controlled by Head Office QA Department. Audit process will
be carried out in accordance with procedure of Quality Audit. Non-
compliances will be identified and documented, together with agreed
corrective actions.
✓ The result of the audit shall be recorded and brought to the attention to
related parties having responsibility on the area audited.
✓ The QA/QC Officer shall also perform periodical audits on quality records
maintained by Permai Prestij, suppliers and contractors at site.
All documents and data that related to project including the extent applicable,
documents of external origin such as standard and customer drawing will be
maintained as per Quality Document Control Procedure and Document Filing and
Archiving Procedure.
Page | 15
QUALITY SYSTEM FOR Doc. No.
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PPSB/SG.PENCHALA/QAQCP
00
CONTROL OF THE WORK Date : 06-12-24
Throughout the duration of a project, there would be a number of cases where the
original approved drawings need to be amended. This could be due to Client's new
requirements, changes to suit site condition or correction of errors. All these
drawings changes need to be properly controlled to ensure the accuracy and the
timely distribution of information.
Page | 16
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
Page | 17
METHOD OF STATEMENT & Doc. No.
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PPSB/SG.PENCHALA/QAQCP
00
INSPECTION & TEST PLAN Date : 06-12-24
6.0 METHOD OF STATEMENT (MOS) AND INSPECTION & TEST PLAN (ITP)
The following method statements have been identified to meet and support the
construction schedule :-
3. Hoarding Installation -
5. Temporary Platform -
6. Micro-Piling Works
7. Construction of RC Wall
9. Drainage Work
The above list is non-exhaustive and specific method statement and ITP’s shall be
identified and produced prior to the commencement of works. Works method
statement to be progressively complied and submitted to respective parties. All
method statement and ITP’s shall be registered with the revision status and
maintain at the site office. The current list of method statement and ITP’s will be
kept and controlled at site office.
Page | 18
METHOD OF STATEMENT & Doc. No.
Rev. No.
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PPSB/SG.PENCHALA/QAQCP
00
INSPECTION & TEST PLAN Date : 06-12-24
1.0 Management
1.1 Quality manual
4.0 Contract
4.1 Contract Review
4.2 Tender Proposal
4.3 Procurement of Supplier, Subcontractor and
Consultant
4.4 Contract Administration of Project
4.5 Assessment of Supplier, Subcontractor and Consultant
Page | 19
METHOD OF STATEMENT & Doc. No.
Rev. No.
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PPSB/SG.PENCHALA/QAQCP
00
INSPECTION & TEST PLAN Date : 06-12-24
5.0 Administration
5.1 Disposal of Company Assets
Page | 20
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
7.0 – PROGRESS
MANAGEMENT
Page | 21
Doc. No. : PPSB/SG.PENCHALA/QAQCP
PROGRESS MANAGEMENT Rev. No. : 00
Date : 06-12-24
Detailed design shall be carried out by consultant. The design shall be accordance
to the tender drawings provided.
Works will be carried out according to the construction programmed and different
types of works.
Page | 22
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
8.0 – APPENDICES
Page | 23
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
8.1 – ORGANISATION
CHART
Page | 24
QUALITY ASSURANCE / QUALITY CONTROL PLAN
(QAQC PLAN)
PROJEK :
QA/QC PLAN
8.2 – INSPECTION
& TEST PLAN
Page | 26
INSPECTION TEST PLAN
Page : 1 of 1
Date : 09-09-2024
3rd
Review JPS PPSB
PARTY
catalogue
1 Material Selection. Check material to be use. Material as per project
Or relevant
specification.
test certificate FW
Sample
Material product brochure
2 Sample submission submission Approve by client.
Submission approve by client RA FW
Form/ letter
Order form /
Material order as per project As per specified in
3 Material order purchase FW
spec / client approval. spec/client approval.
order
Random or
Material delivered as per Material as per spec,
4 Material delivery sampling SW FW
order. No damage. good condition.
check.
Mark and check Visual check
Survey setting out Set out according to
5 •Pile point & random SW FW
(pile point) construction drawing.
•pile cut off level measurement
a) Before installation:
Pile driving as per
•Correct size
construction drawing
•Correct grade Visual check SW FW
and visually straight
•Correct position
alignment.
Pile driving •Straight alignment
6
(hydraulic hammer) b) During installation: Visually straight
•Blow direction, height. Visual check alignment welding
•Straight alignment & Piling SW FW satisfactory and piling
•Welding workmanship record record with authorized
•Pile record form signature.
Pile dynamic analyzer Conduct PDA test on 300mm PDA test with Pile capacity must meet
7 (PDA) Test diameter micropiles at ponts data RA FW 200kN. No structural
(200mm piles) B, C & D (Test Load = collection. defects.
400kN)
Conduct PDA test on 300mm
Pile dynamic analyzer PDA test with
diameter micropiles at ponts Each point capacity
8 (PDA) Test data RA FW
B, C & D (Test Load = must meet 200kN.
(300mm piles) collection.
400kN)
Conduct SPT at 1m intervals Field test and
Standard Penetration SPT values to meet
9 between specified depths sample SW FW
Test (SPT) project specifications.
(12-22m, 21-31m) analysis.
Surveying pile position for Field survey All pile must within
As – built data and
data as – built drawing. and plotting. construction tolerances.
10 Info plotting and SW FW
As- built review by C&S Review as- Acceptable by
consultant submission.
Design Consultant. built drawing. consultant.
Legend: H=Hold; SW=Spot witness; FW=Full witness RA=Review and Approval R=Review
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INSPECTION TEST PLAN
Page : 1 of 2
Date : 09-09-2024
RC WALL
MATERIALS
3rd
JPS PPSB
PARTY
- SIRIM / CIDB
approved
Manufacturer
Cement material manufacturer As per specified in
2 certificate / SW FW
- Storage specification
catalogue
- Protected against rain
& water
Manufacturer
- Approved source
3 Aggregates (Fine and certificate / SW FW As per specified in
- Aggregate test result
Course) material catalogue specification.
CONSTRUCTION
As per specified in
- As per construction Spot Witness /
5 Steel Reinforcement SW FW specification and
drawings. Inspection Form
– cutting & bending drawing
As per specified in
- As per construction Spot Witness /
6 Steel reinforcement RA FW specification and
drawings. Inspection Form
- fixing to formwork drawing
As per specified in
Steel reinforcement - As per construction Spot Witness /
7 SW FW specification and
- welding drawings. Inspection Form
drawing
Legend: H=Hold; SW=Spot witness; FW=Full witness RA=Review and Approval R=Review
1 of 2
INSPECTION TEST PLAN
Page : 2 of 2
Date : 09-09-2024
CONSTRUCTION (CON’T)
- Dry condition. No
concreting in flowing
water and underwater.
As per specified in
Concrete placement and - Concrete dropped no Spot Witness /
9 SW FW specification and
compaction exceed 1.5m high Inspection Form
drawing
- Compacting in layer
300mm to
450mm.only.
- Formwork in correct
position, shape, profile
and dimension
(verticality, alignment
and level), rigid and
Spot Witness /
tight, clean As per specified in
Formwork erection and Inspection Form
11 - Finishes: Formed and SW FW specification and
removal
unformed surface drawing
finish to various
classes
- Removal of
formworks after min
strength achieved
- Certified by
As per specified in
Professional Engineer. Spot Witness /
12 Scaffolding SW FW specification and
If scaffolding is Inspection Form
drawing
necessary
- Location as per
drawing
As per specified in
- Kicker/starter bar for Spot Witness /
13 Construction joint SW FW specification and
wall and column Inspection Form
drawing
monolithically with
the base concrete
Legend: H=Hold; SW=Spot witness; FW=Full witness RA=Review and Approval R=Review
2 of 2
INSPECTION TEST PLAN
Page : 1 of 2
PROJEK PENSTABILAN DAN PENGUKUHAN TEBING SUNGAI Doc. No. : JPS/ ITP-003
Project
PENCHALA DI PETALING JAYA, DAERAH PETALING,
Title : SELANGOR DARUL EHSAN (FASA 2). Rev. : 0
Date : 09-09-2024
L-SHAPE WALL
MATERIALS
3rd
JPS PPSB
PARTY
- SIRIM / CIDB
approved
Manufacturer
Cement material manufacturer As per specified in
2 certificate / SW FW
- Storage specification
catalogue
- Protected against rain
& water
Manufacturer
- Approved source
3 Aggregates (Fine and certificate / SW FW As per specified in
- Aggregate test result
Course) material catalogue specification.
CONSTRUCTION
As per specified in
- As per construction Spot Witness /
5 Steel Reinforcement SW FW specification and
drawings. Inspection Form
– cutting & bending drawing
As per specified in
- As per construction Spot Witness /
6 Steel reinforcement RA FW specification and
drawings. Inspection Form
- fixing to formwork drawing
As per specified in
Steel reinforcement - As per construction Spot Witness /
7 SW FW specification and
- welding drawings. Inspection Form
drawing
Legend: H=Hold; SW=Spot witness; FW=Full witness RA=Review and Approval R=Review
1 of 2
INSPECTION TEST PLAN
Page : 2 of 2
PROJEK PENSTABILAN DAN PENGUKUHAN TEBING SUNGAI Doc. No. : JPS/ ITP-003
Project
PENCHALA DI PETALING JAYA, DAERAH PETALING,
Title : SELANGOR DARUL EHSAN (FASA 2). Rev. : 0
Date : 09-09-2024
CONSTRUCTION (CON’T)
- Dry condition. No
concreting in flowing
water and underwater.
As per specified in
Concrete placement and - Concrete dropped no Spot Witness /
9 SW FW specification and
compaction exceed 1.5m high Inspection Form
drawing
- Compacting in layer
300mm to
450mm.only.
- Formwork in correct
position, shape, profile
and dimension
(verticality, alignment
and level), rigid and
Spot Witness /
tight, clean As per specified in
Formwork erection and Inspection Form
11 - Finishes: Formed and SW FW specification and
removal
unformed surface drawing
finish to various
classes
- Removal of
formworks after min
strength achieved
- Certified by
As per specified in
Professional Engineer. Spot Witness /
12 Scaffolding SW FW specification and
If scaffolding is Inspection Form
drawing
necessary
- Location as per
drawing
As per specified in
- Kicker/starter bar for Spot Witness /
13 Construction joint SW FW specification and
wall and column Inspection Form
drawing
monolithically with
the base concrete
Legend: H=Hold; SW=Spot witness; FW=Full witness RA=Review and Approval R=Review
2 of 2
INSPECTION TEST PLAN
Page : 1 of 1
Date : 09-09-2024
DRAINAGE
3rd
- Check alignment In every 20m JPS PPSB
Excavation to required PARTY As per project
1 (position of pegs) run or change
level specification.
- Check depth of in direction or
excavation gradient R FW
Sample
Material product brochure
2 Sample submission submission Approve by client.
Submission approve by client RA FW
Form/ letter
Order form / FW
Material order as per project As per specified in
3 Material order purchase
spec / client approval spec/client approval.
order
Visual check
Survey setting out Pegs per construction
5 Mark and check alignment & random SW FW
(boundary, pegs point) drawing.
measurement
During excavation
- Check alignment As per construction
Excavation to required
6 (position of pegs) Visual check SW FW drawing and visually
level
- Check depth of straight alignment.
excavation
- Straight alignment
In every 20m
- Gap between laid section As per construction
run or change
7 Laying - Gradient and slope SW FW drawing, invert levels
in direction or
- Check invert levels and alignment
gradient
- Control different in level
(<5mm)
- Backfilling in 150 mm
layers of approved
Backfilling after As per construction
8 materials on both sides Visual check SW FW
completion of laying drawing
of the drain and
compacted with
mechanical rammers
Field survey Invert levels within
As – built data and Surveying alignment position
and plotting. construction tolerances.
9 Info plotting and for data as – built drawing. SW FW
Review as- Acceptable by
consultant submission. As- built review by C&S
built drawing. consultant.
Design Consultant.
Legend: H=Hold; SW=Spot witness; FW=Full witness RA=Review and Approval R=Review
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