This page is a record of all revisions of
this document. All previous issues are hereby superseded and are to be
destroyed.
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REV
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DATE
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DESCRIPTION
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PRPD
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CHKD
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REVD
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APPRD
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COMPANY
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0
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15 May
2014
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Issue
For Construction
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C
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23
Apr 2014
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For
Approval
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B
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12
Mar 2014
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For
Approval
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A
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01
Mar 2014
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For Review & Comment
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SIGNED (Initials)
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QA Review (PQM) Sign: ___________________ Date: ________________
NOTES:
a) Revision bar (vertical line) shall be placed
in the right hand margin to indicate where the change has been made.
b) PRPD = Prepared by,
CHKD = Checked by, REVD = Reviewed by
APPRD = Approved by
c) In case of conflict
between any requirements stipulated in this document with the contractual
requirements, the contractual requirements shall prevail.
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REVISION LOG
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REV. No.
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REV. DATE
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REVISION DESCRIPTION
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A
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01-Mar-14
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First
Issue
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B
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12-Mar-14
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Second Issue
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C
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23-Apr-14
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Third Issue
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0
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15-May-14
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Issue
for Construction
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TABLE OF CONTENTS
Section
Description
A.
Inspection Categories
B.
Notice (Request) of Inspection
1.0
Incoming Materials Inspection
2.0
Formworks
3.0
Reinforcement
4.0
Concreting
5.0
Concrete Curing
6.0
Surface Finish and Repair (If
necessary)
7.0
Final Survey Release
8.0
Attachments
Attachment 1 –ITR-QGI-001 Notification (Request) for Inspection
Attachment 2 – ITR-QGI-002 Release Note
Attachment 3 – ITR-QCI-002a
Concrete Placement Record
Attachment 4 – ITR-QCI-001 Inspection and Test Report for Survey
Attachment 5 – ITR-QCI -009 Pre- Pour Concrete Checklist
Attachment 6 – ITR-QCI-014 Post Pour Concrete Checklist Rev-1
Attachment 7 – ITR-QCI -012 Inspection and Test Report for Concrete
Attachment 8 – ITR-QCI-013 Inspection and Test Report for Concrete Strength
A.
Inspection Categories
The following inspection categories shall be used to identify the
extent of inspection for each inspection activity within the ITP
I Inspection
items:
It is the primary
responsibility of Subcontractor and/or CONTRACTOR’s Quality Department to
carry out the necessary inspection and test to assure conformance to the Contract
requirements, drawings, specification and related codes and standards.
S Surveillance
Monitor the status of work and
materials and analyses of records on a periodical basis to ensure that
specified requirements are being fulfilled.
W Witness
As mandatory items of inspection,
examination, or test this stage shall be notified in advance by the
Subcontractor or CONTRACTOR’s construction department and shall be performed
under witness of the relevant Inspection Authority. However, work may proceed
if the relevant authority is not available at the required time.
H HOLD
Hold point (H) means a point,
designated by prior stated agreement in the inspection and test plan(s), at
which the performance of an activity must be stopped and put an hold until
specified actions are completed.
R
Review
Review results of
inspection, examination or test.
B.
Notice (Request) of Inspection
Definition
of terms:
Ø
Contractor, refers to Hyundai HEC-JV organization
or individual that contracts with another organization or individual (the
owner) for the construction of a building, road or other facility
Ø
Subcontractor,
an individual or business that signs a contract to perform part or all of the
obligations of another’s contract from Hyundai HEC-JV as Contractor
The Subcontractor shall submit to CONTRACTOR a ‘Notice
of Inspection Request one (1) day before the inspection is to be carried out.
The request shall contain information as follows:
·
Inspection item(s).
·
Responsibility Category. (as
defined within the ITP)
·
Date, place and time of
inspection.
·
Requirement for third party
inspection (if any).
·
Any other relevant information.
The Subcontractor may proceed with the inspection
activity at the specified time without the presence of CONTRACTOR or COMPANY for witness inspection unless a delay has been previously advised and agreed by either
party.
·
The Notice of Inspection shall
be sequentially numbered by the subcontractor in accordance with SUT1-Z05-G-00-4-016‘Numbering Procedure for Project Quality Documents’.
·
The Site Inspection and Test
Procedure (SUT1-Z05-Q 00-4-022) shall be implemented for the Structural Steel
Works (Fabrication & Erection).
·
Site Receiving Procedure (SUT1-Z05-Q
00-4-023) shall govern fort the proper handling of materials and its
components. This procedure is to assign
responsibility and describe the methods of performing receiving inspection on
Equipements & Materials arriving at the site to ensure that thet comply
with the purchase order and project requirements
·
The Notice of Inspection shall
be sequentially numbered by the subcontractor in accordance with SUT1-Z05-G-00-4-016‘Numbering Procedure for Project Quality Documents’.
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No.
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Activity and Characteristic
to be Checked
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Reference Documents (Codes/
Std/ Spec. / Proc.)
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Acceptance Criteria
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Verifying Document
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Inspection Points
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Subcon
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CONTR.
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RE
/ RTO
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SCC
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Lab
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1.0
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MATERIALS INSPECTION
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1.1
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Carry out inspection & test of raw
materials Approval Cement
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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Approved Material by C&S
Consultant
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Material Approval Request and
Material Certification
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I
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R
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R
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R
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1.2
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Approval of Admixtures
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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ASTM
C494 / SS320
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Material
Approval Request and Material Certification
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I
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R
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R
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R
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1.3
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Approval of Aggregates
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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ASTM C33 / SS31
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Material
Approval Request and Material Certification
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I
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R
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R
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R
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1.4
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Approval of Reinforcement
- Reinforcement bar
- Tie wire
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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BS 4449. Type 2, Grade 460
Soft Annealed 1.0mm to 1.4mm
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Material
Approval Request and Material Certification
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I
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R
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R
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R
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1.5
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Confirm water quality
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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ASTM
C94 / BS 3148
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Laboratory Report
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I
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R
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R
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R
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1.6
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Approval of Anchor Bolt and
Embedment
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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Applicable
Drawing
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Material Certificates
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I
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R
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R
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R
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2.0
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FORMWORKS
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2.1
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- Formwork dimension & Opening Services
- Alignment & Plumb
- Condition of Formworks, Props, & Bracing
- Form surface & Treatment
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
ACI 301 &
ACI 1347R Section 2
- Applicable
Dwg (ACI-117- Exposed surface class B/ Below Ground Surface Class C
- BCA Quality
Manual
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No
formwork movement external exposed edge shall have 25mm chamfer.
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Tolerance
of ±10mm / 5mm for cross-sectional dimensions
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Tolerance
of ±10mm size for penetration/opening services
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Tolerance
of 3mm / m (max. 20mm) for plumb
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Exceed
max deviation ±10mm of any point from intended level for cast in situ
elements
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ITR-QCI-012
Inspection & Test Report for Concrete.
ITR-QCI -009 Pre-
Pour Concrete Checklist
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I
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W/R
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W/R
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S
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2.2
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Mechanical &Electrical Clearance (service
openings & blackouts)
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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Signed and
Authorized by the M&E RTO/RE
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ITR-QGI-001
Notification (Request) for Inspection
ITR-QGI-002 Release Note
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I
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W/R
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W/R
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R
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3.0
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REINFORCEMENT
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3.1
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- Main & Secondary rebars
- Anchorage & Lap
Lengths
- Cover Provision
- Links Stirrups
& Trimming Bars
- Rebar Condition
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ST Approved Drawings
SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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Acceptance of
the Reinforcement will be based on the specified Construction drawings
details and shop drawings
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ITR-QCI -009 Pre-
Pour Concrete Checklist
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I
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W/R
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W/R
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S
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3.2
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Carryout random testing of reinfocement bar
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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Lab. Report
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Lab. Report
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I
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W/R
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W/R
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S
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ITL
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4.0
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CONCRETING
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4.1
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Confirm concrete structure setting out
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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Approved
Construction Drawings
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ITR-QCI-001 (Survey Report)
ITR-QCI-014- Inspection & Test Report for
Post Pour Concrete Checklist Rev-1
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I
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W/R
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W/R
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S
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4.2
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Concrete Mixing batching & transportation
Confirm Design Mix & Grade
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Approved
Design Mix
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Correct
specification listed in the Construction Drawing, General Notes
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Delivery
Order for Concrete
ITR-QCI-002A Concrete Placement Record
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I
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W
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R
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S
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4.3
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Confirm embedment items
- Center to center in anchor bolt
group
- Accumulated error position
along
anchor bolt group
- Lateral offset
- Level tolerance to top of bolt
- Vertical plumb.
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ST Approved Drawings
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Applicable Drawing
Max.3mm is a
single group. Max 6mm for adjacent grous(ie group to group)
Max.6mm per
30m along multiple groups
-0.0mm to
15mm
± 1%
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ITR-QCI -009 Pre- Pour Concrete Checklist
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I
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W
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W
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S
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4.5
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Confirm reinforcement bar work prior to
concrete placing
- Bar size, number & Spacing
- Dimension
& Alignment
- Concrete
spacer blocks
- Clean and
washed with water
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
- ACI 301
& ACI 1347R Section 2
- Applicable
Dwg (ACI-117- Exposed surface class B/ Below Ground Surface Class C
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- Applicable
Dwg
- No formwork movement external exposed edge shall have 25mm chamfer.
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ITR-QCI-009-
Concrete Work Checklist
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I
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W/R
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W/R
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S
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4.6
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Confirm time between
loading and discharge
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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Refer to Concrete
Delivery Order
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ITR-QCI-002A
Concrete Placement Record
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I
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W
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W
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S
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4.7
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Confirm concrete
field Testing
- Concrete
Temperature
- Slump
- Cube Testing
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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- Construction Drawing
- Not exceed 30°C
- Slump ≥±25mm or 1/3
of req’d value
- At least 4 cubes for each cast,2
cubes(7days) , 2 cubes (28days) for every 40mᶟ
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ITR-QCI-013
Inspection & Test Report for Concrete Strength
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I
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W/R
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W/R
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S
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ITL
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5.0
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Concrete Curing
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5.1
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Confirm Concrete
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Horizontal Surface
-
Vertical Surface
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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24hours- vertical
formwork to column,walls & beams
3days- Slab
soffits(undisturbed), props to slab
& beam
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I
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W/R
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W/R
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S
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5.2
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Confirm curing is
maintained throughout the curing period
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SUT1-Z05-C01-4-001- Civil & Structural
Specifications
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24hours- vertical
formwork to column,walls & beams
3days- Slab
soffits(undisturbed), props to slab
& beam
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ITR-QCI-014 (Post-Pour)Checklist
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I
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W/R
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W/R
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S
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6.0
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Surface Finish and Repair (If necessary)
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6.1
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Visual Inspection of Concrete Surface
-Formed Surface
- Floated Finish
-Stairs, steps, ramps and walks
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Approved ST Drawings
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-ACI 301 Section 5.3.3
-ACI 301 Section
5.3.4.2.b
- Broomed finish to
ACI 301 Section 5.3.4.2.b with 50mm smooth edge band
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ITR-QCI-014 (Post-Pour)Checklist
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I
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W
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W
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S
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6.2
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Repair Work
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Approved Construction Drawings
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Mortar repair for. minor defects max.10mm x 10mm, others with COMPANY approval.
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ITR-QCI-014 (Post-Pour)Checklist
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I
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W/R
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W/R
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S
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7.0
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Final Survey and Release
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7.1
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Carry out Final Survey
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Approved Construction Drawings
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Applicable Dwg
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QCI-001 Survey Report
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I
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W/R
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S
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S
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7.2
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Release for Further
Activity
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Approved Construction Drawings
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Inspection Report & Laboratory Report
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QGI-002 Release Note
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I
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W/R
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S
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S
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LEGEND: ITL: Independent Testing Laboratory I:
Execution of Inspection and Test R: Review S: Surveillance W
: Witness H : Hold Point
8.0 ATTACHMENTS
Attachment 1 –ITR-QGI-001 Notification (Request) for Inspection
Attachment 2 – ITR-QGI-002 Release
Note
Attachment 3 – ITR-QCI-002a
Concrete Placement
Record
Attachment 4 – ITR-QCI-001 Inspection and Test Report for
Survey
Attachment 5 – ITR-QCI -009 Pre-
Pour Concrete Checklist
Attachment 6 – ITR-QCI-014 Post Pour Concrete Checklist Rev-1
Attachment 7 – ITR-QCI -012 Inspection and Test Report for
Concrete
Attachment 8 – ITR-QCI-013 Inspection and Test Report for
Concrete Strength
Hi Christian,
ReplyDeleteHow can I contact you for this ITP?
Thanks,