Quality control plan for construction projects.pdf
ErfanullahAlkozai1
71 views
28 slides
Feb 22, 2025
Slide 1 of 28
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
About This Presentation
Quality control plan
Size: 875.98 KB
Language: en
Added: Feb 22, 2025
Slides: 28 pages
Slide Content
Ministry of Higher Education
Kabul Polytechnic University
Construction Department
Quality Control Plan
Instructor: Dr. Amanullah Faqiri
Prepared by: Erfanullah Alkozai
Year:2024
Table of contents
Introduction
Signature Sheet
General Approach to the Quality control
Plan Revision and Distribution
Program Criteria
Organization and Operations
Organization Chart
Operation
Subcontractor Quality Control
Inspecting, Meeting and Reporting
Construction Inspection
Three Phase of Inspection
Quality Control Testing and verifications
Testing Laboratory
Storage and Retention
Submittals
Tracking Deficiencies
Punch- Out Inspections
Reference
Introduction
●Quality control plans are often
viewed as a set of instructions
that should be followed.
●They document the planning,
implementation, and assessment
procedures for a project, as well
as any QA or QC activities.
Signature Sheet
General Approach to the Quality control
The quality control plan is designed to be both
preventive and corrective in nature.
Preventive :
● The purpose of the plan is to evaluate
and inspect construction materials,
methods of Workmanship, plan, and
specifications.
● Review details in advance to ensure that
Work to be accomplished will meet the
required quality (proactive).
Corrective:
●It is the responsibility of quality
control plan management
team’s to address all identified
Non –Conformances in both
materials and workmanship,
and to implement the
corrective Action necessary to
correct the defects.
Plan Revision and Distribution
●The quality control plan will be revised and updated when changes in the
quality Organization Or quality Procedures occur.
●The QC Engineer is responsible for updating and revising the plan, and for
replacing obsolete issue (s) by the revised issues for all the holder of the
plan.
Program Criteria
●Construction activities will be accomplished under controlled condition, which
Includes appropriate equipment, procedures, suitable environment and
assurance that all quality prerequisites for the given activity have been
satisfied.
●Nonconforming, parts and services will be identified and corrected by timely
and positive action.
● list of the definable features of construction work of this project will be
outlined and client representatives will review and agree on the definable
feature of work under each specification section.
Organization and
Operations
SCOPE:
This section establishes the
organizational structure and
responsibilities of personnel
Involved in the management,
direction, and execution of
this Quality Control Program.
Operation
In this part the company will illustrate how to implement the control process.
●The AACC Quality control Manager in main office is responsible for the Purchase
Order conditions, verifying the product meets the specifications and inspections
of delivered products in our warehouses.
●Job Site QC personal with inspect and approve material when it arrives on the
site, perform local in country inspections, inspect work at site including
subcontractor’s work and prepare daily reports of Quality activates
●The Quality Control Program will include sufficient number of QC Engineers on
sites.
Subcontractor Quality Control
●The quality control engineers from the Contractor’s organization will be
assigned and authorized to control quality of work of each
sub-contractors if applicable.
●Subcontractor’s work quality will be controlled though preparatory
inspections followed by initial and follow-up inspections.
● Now there is no sub-contractor for this project to perform construction
work. NUCC performs all work with individual skilled labors and operators
of the equipment.
Inspecting, Meeting and Reporting
●This section establishes the requirements for the inspection and testing of
construction activities affecting quality to assure conformance with the
requirements of the contract specifications.
Construction Inspection
●The QC Engineers or his assistant for this site will be responsible for performing
inspections and testing to verify that field construction and installation activities of
AACC and subcontractors meet the requirements of the project specifications.
●Quality control representatives in accordance with quality control procedures will
inspect construction and installation activities; See appendices for sample quality
control procedure.
●Construction and testing activities, which do not conform to quality control
Procedure requirements, will be documented on appropriate forms and non-
conformance reports will be issued by quality control Representatives.
●Weekly QC Staff Meeting will be held to share and discuss most common
non-conformance items (to prevent reoccurrence), needed inspection forms or tools
and any other inspection related issues.
Three Phase of Inspection
A. Preparatory Meetings:
●Preparatory Meetings shall be performed prior to the beginning of any major definable
feature of work.
● A meeting shall be held for each crew performing such feature or when members of
the crew change.
●The Quality Control Engineer shall conduct preparatory Meetings and/or designee after
a complete review of all applicable blueprints, specifications, drawings and related
submittals has been made.
●Client representative shall be notified at least 48 hours in advance of the Preparatory
Meeting.
●In such meetings the will discuss Review of the applicable specifications, shop
drawings, related submittals, execution of the work, etc.
B. Initial Inspections:
●Initial Inspections shall be performed at the beginning of any definable feature of work and
must be repeated at any time, new workers or new crews are assigned to the work or if the
required standard of work is not being met.
●The government shall be notified at least 48 hours in advance.
●Meeting shall also attend the Initial Inspection.
●These should include the Superintendent and Foreman, Safety Personnel and the Quality
Assurance/Quality Control Staff.
●The following shall be accomplished during such meetings;
Review the minutes of the Preparatory Meeting and verify that the work complies with the design documents; i.e.,
submittals, specifications, blueprints and/or shop drawings and Resolve all differences.
Verify adequacy of inspection and testing and Establish a level of workmanship and verify that it meets the requirements.
Check Safety and review the Activity Hazard Analysis Reports, Provide documentation of the previous inspection of the
work area and Re-examine the work area for compliance.
Meeting minutes shall be recorded and distributed within 48 hours of the conclusion of the meeting.
C. Follow-Up Inspections:
●Follow-Up Inspections shall be performed daily to ensure that the control established
during Preparatory Meeting and Initial Inspection continues to provide a product that
conforms to the contractual requirements.
Construction activities shall be inspected by Quality Control in accordance with Quality
Control Procedures.
Forms for various activities shall be filed and attached to the Contractor’s Quality Control
Report.
Installation and testing activities, which do not comply with the requirements, shall be
documented on a Non-Conformance Report (NCR), Refer to Section 8 for Non- Conforming
Items.
Modifications, repairs and/or replacement of materials and/or parts performed subsequent
to Final Inspection shall require re-inspection and/or retest to verify acceptability.
Quality Control Testing and verifications
●To ensure that tests are adequately planned and that the necessary testing procedures
are available to conduct the test in a satisfactory manner.
●Test reports shall be filed and logged accordingly.
●A list of tests required, to verify that control measures are adequate, shall be
delineated in the specifications and/or determined upon the completion of the design.
●The list shall include the test name, specification paragraph, feature of work to be
tested, the test frequency and the organization that will perform the test.
●A Quality Control Representative (QCR) shall notify the Client Representative of the
proposed test 48 hours in advance.
●All the tests will be taken under the supervision of the Quality Control Manager or his
Assistant and the result will be submitted to the Client for the review and further
action.
FAILED TEST
One of the following methods shall clear failing tests:
a. Retest – Retest if there is any doubt that the first test was not adequate.
b. Rework – Re-inspect and retest.
c. Failed Material – Remove, replace re-inspect and retest.
PROCEDURES
●The Quality Control Engineer and/or staff member shall review the testing requirements
to insure that the planned test is in accordance with the design documents: i.e., plans,
specifications, shop drawings and/or other documents.
●Instruments used for testing shall be calibrated in accordance with established
calibration procedures. Specialists experienced in such work shall perform the
calibration.
●Technicians performing tests shall provide copies of calibration certificates and their
field notes and reports to the Quality Control Engineer.
●Quality Control shall witness all required tests delineated in the design documents
(blueprints, specifications, shop drawings, etc.).
●The Client representative shall be notified of all scheduled tests.
●Test reports, when completed, shall be attached to the Contractor’s Quality Control j.
Report and submitted to the Client representative.
TESTING LABORATORY
●The Testing Laboratory shall conduct all required tests for soil, concrete, etc. in an
independent testing laboratory.
●The testing laboratory shall work under the direction of the Quality Control
Manager.
●AACC will select a certified laboratory of Client representative approved Quality
Control Laboratory (QCL) & will explain verification tests for electrical and
mechanical commissioning.
●TESTS, RECORDS and REPORT
Storage and Retention
●Records shall be stored in areas which shall protect them from damage, deterioration
and/or loss at the site Quality Control Field Office during the construction period.
●Records shall be accessible to the Client representative.
●Records shall be stored for a period of time as determined by the contractual
documents. Records, designated for storage, shall not be destroyed or otherwise
disposed of within that period of time.
●Control and final disposition of subcontractor and supplier records, both onsite and
offsite, shall be in accordance with the contractual documents.
Submittals
●All submittals shall be reviewed, certified and managed by the Quality Control
Department.
●Copies of the manufacturer’s data (material, equipment, fixtures, etc.), including
catalogue cut-sheets showing dimensions, performance characteristics, capacities,
wiring diagrams, schedules, and any other relevant information shall be submitted in
the English language.
●The Client representative shall determine submittal quantities. The QC Engineer will be
the authorized submittal reviewer and testing Lab Personnel (both on site and factory).
●When the submittal has been disposed, one (1) copy of the submittal will be returned
to the Contractor and three (3) copies retained by the Government.
●AACC shall distribute copies of the disposed submittal accordingly.
Tracking Deficiencies
NON-CONFORMING ITEMS:
●Non-conforming items are those conditions which deviate from the requirements
delineated in the specifications, blueprints and/or shop drawings. The Quality Control
Manager shall be responsible for the control and documentation of non-conforming
items.
●The Quality Control Manager shall prevent non-conforming items from being installed.
●Minor non-conforming items, which are corrected in the same day, shall be
documented in the inspector's “Daily Report”
●All other non-conformances shall be documented on a Non-Conformance Report
prepared by a Quality Control Representative.
Punch- Out Inspections
●The QC Report should report punch list (deficiencies) throughout the life of the
project and demonstrate that the QC Staff is correcting the deficiency in a timely
manner.
●We will not wait until the job is finished to develop a punch list. The Punch List shall
be submitted to the Project Manager for corrective action. Corrections shall be
accomplished within the time stated.
●The Quality Control Department shall perform Follow-Up Inspections to ensure the
deficiencies have been corrected before notifying the Client representative of a Pre-
Final Inspection.
●Client representative in coordination with NUCC representative will prepare Punch
list.
Pre-Final Inspection
●After the completion of the Punch-Out Inspection, the Quality Control
Engineer and client Representatives shall perform a Pre-Final Inspection
and develop a joint “Punch List” of noted deficiencies.
●The Punch List shall be formally documented along with the estimated
date by which the deficiencies will be corrected.
●The Quality Control Department shall perform Follow 24 up Inspections to
ensure that all deficiencies have been corrected before notifying the
Client representative of a request for Final Inspection.
Final Inspection
●Upon completion of the items listed in the Pre-Final Inspection “Punch List”,
Quality Control shall notify the Client representative 14 days prior to the Final
Inspection (or as agreed to) with the assurance that all items listed in the
Pre-Final Inspection and all other remaining work has been completed and
shall be acceptable by the date of the Final Inspection.