COMFIRSTNCDINST 4355.1B
N3
COMFIRSTNCD INSTRUCTION 4355.1B
From:
Commander, FIRST Naval Construction Division
Subj:
CONSTRUCTION QUALITY PROGRAM
Ref:
(a) Unified Facilities Guide Specifications (UFGS)
(b) NAVFAC Business Management System (BMS) B-1 Design and
Construction
(b) Corps of Engineers EP 415-1-261, Vols 1-4, Quality
Assurance Representative Guide
(d) COMFIRSTNCDINST 3502.2
Encl:
(1) Sample Appointment Letter
(2) Quality Control Inspection Plan
(3) Construction Trade reference Library
(4) Required Submittals Form
(5) Quality Control Checklist examples
(6) Preparatory Phase Checklist Form
(7) Initial Phase Checklist Form
(8) Daily QC Inspection (Follow up Phase) Checklist Form
(9) Quality Deficiency Report
(10) Design Change Directive
(11) Field Adjustment Request
(12) Definable Features of Work Submittal Form
(13) Sample Project Package Disposition Letter
1. Purpose. To prescribe the policy, objectives, and procedures
to ensure required quality construction is achieved on projects
assigned to Naval Construction Force (NCF) units.
2. Cancellation. COMFIRSTINST 4355.1A. This instruction is a
major revision and should be reviewed in its entirety.
3. Definition. Quality control (QC) and quality assurance are
management systems of published and enforced standards which
ensure construction projects are completed with a specified
minimum quality. Quality construction is just as important as
project execution. A product that falls below standards will not
satisfy its intended purpose and may require excessive recurring
maintenance costs. A product that exceeds the standards
generally consumes more resources than planned. A project which
costs a life or serious injury is not a "quality" project. Job
safety and good project base house-keeping are important elements
toward obtaining a finished product of acceptable quality.
4. Background. Reference (a) provides the business processes of
the Naval Facilities Engineering Command (NAVFAC) Construction
Quality Control (CQC) program. The NAVFAC philosophy establishes
a mutual effort between the construction agent and the Resident
Officer in Charge of Construction (ROICC)/Facility Engineering &
Acquisition Division (FEAD) to deliver a facility which is
acceptable as defined by the plans and specifications. Projects
and Camp Maintenance assigned to the NCF are monitored by the
ROICC/FEAD and Naval Construction Regiment (NCR) Camp Czar in
accordance with normal CQC surveillance procedures which are set
forth in reference (a). Oversight by the ROICC/FEAD or a
designated representative does not relieve the construction agent
of the responsibility to ensure projects meet the standards in
the plans, specifications, and accepted construction practices.
This instruction outlines procedures to help establish these
programs. The program will require the assignment of personnel
to non-direct labor billets. An effective inspection staff,
working within an established command program, will yield the
desired results.
5. Policy. The Commander, FIRST Naval Construction Division
(COMFIRSTNCD) requires that all work tasked to NCF units is
accomplished under an active CQC program. The entire chain of
command is responsible to ensure quality work is put in place.
Quality will be the normal not the exception for projects
executed by the NCF. To prevent discrepancies where the quality
of workmanship and materials fail to match the requirements in
the plans and specifications each unit executing construction
will establish and maintain an active CQC program. The NCF will
utilize the three phases of control as the method of QC of work
performed. The quality of all construction work done by NCF
units will be closely monitored and the requirements of this
instruction will be enforced through daily project QC
inspections, ROICC/FEAD inspections, Quality Deficiency Reports
(QDR) and all division or regimental visits or inspections.
Results and feedback of these visits will be a significant factor
when evaluating the unit’s overall performance. In conjunction
with the above policy the following requirements are established:
a.
Roles and responsibilities
(1) Echelon V commands:
(a) The NCR is responsible for the identification,
development, and oversight of all construction projects executed
as unit tasking regardless of location or when they occur in the
Fleet Readiness Training Plan (FRTP) cycle. The NCR will provide
2
construction management and quality oversight for: construction
projects executed in the regimental deployed area of operations;
Innovative Readiness Training projects; and pre-deployment
construction projects. The NCR provides constructability reviews
for assigned projects, coordinates with the local public works
for the execution of quality assurance inspections, performs
quality assurance inspections during project visits, and analyzes
unit reporting. It also provides feedback on the performance of
the unit's QC staff and CQC Program as part of the unit’s Unit
Level Training Readiness Assessment-Sustainment (ULTRA-S).
(b) The Seabee Readiness Group (SRG) is responsible
for providing project management and quality oversight for
projects that are constructed as part of Advanced Base Functional
Component team training and Fleet Training Exercise training
evolutions (i.e., projects that will be deconstructed upon
completion of the training period.) The SRG provides direction
and quality feedback during classroom periods of instruction and
during execution of construction projects in the training
environment.
(2) Echelon VI Commanding Officers will perform all
duties of a construction contractor for job accomplishment. The
Commanding Officer is responsible for providing a quality product
on time within the programmed cost in accordance with plans and
specifications for the specific project. Units engaged in
construction will organize to carry out an effective CQC program
for all projects. NCF units will have as part of their
Operations Department staff; construction inspection and material
testing personnel specifically assigned and trained to perform
these functions as their primary duty. Units that do not perform
material testing are not required to man and train personnel for
that skill. Normally personnel assigned as construction
inspectors will be E-6 or above and fully trained to act as
inspectors. Inspectors should be familiar with all aspects of
construction. The Quality Control Branch will be led by a Chief
Petty Officer or above and reports directly to the Operations
Officer (S3). The establishment of the QC staff does not relieve
the company organization from having an active and responsive CQC
program which functions through the normal chain of
command/organization. Each detachment (DET) will establish a QC
organization tailored to the size and staffing of the DETs
manning and tasking. The unit will consider the following items
when establishing the CQC organization:
(a) The QC staff is a valuable source of information
and expertise. In addition to their quality oversight duties the
QC staff should provide training and/or demonstrate proper
construction techniques and methods to the project crews as
needed. In order to ensure continuity and synergy of the CQC
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program, once established, the QC organization will be maintained
for a minimum of one FRTP cycle.
1. The QC Chief is S3’s direct representative
and is responsible for the CQC program. He/she reviews and
directs action on each inspector’s daily report as required,
ensures the ROICC/FEAD receives reports and test results, and
coordinates with the ROICC/FEAD to resolve any deficiencies in
plans, materials, or workmanship on any project. QC Chief has
"By direction" authority to stop forward progress on any project
when work is not performed per plans, specifications or industry
standards. This may be delegated to the QC Inspectors as
required. QC Chief duties include, but are not limited to:
a. Coordinate and review all QC plans.
b. Coordinate and review all Project
Inspection Plans.
c. Ensure daily inspections are done
professionally and efficiently. Review reports daily and ensure
they are promptly routed, and follow up on any discrepancy,
comment, or other issue noted.
d. Coordinate with the NCR Camp Czar and/or
the Camp Maintenance staff to determine which Maintenance Control
Division (MCD) projects will require CQC oversight. Once an MCD
project has been identified as requiring CQC oversight, all
reporting and monitoring requirements that apply to an assigned
project apply to the MCD project. Forward daily reports to the
Camp Czar and the Camp Maintenance Chief. A Safety plan and QC
plan will be submitted to QC Chief and approved prior to MCD
project commencement. Abbreviated project files are authorized
and will include a QC plan, Safety plan, all daily reports, and
will be kept by the Camp Maintenance staff.
e. Ensure that proper logs and reports are
maintained for all projects.
f. Maintain weekly contact with DET QC
Inspectors and Assistant Officers in Charge (AOIC). Discuss
project quality and inspection methods.
g. Generating QDRs when quality deficiencies
are brought to light.
2. Quality Control Inspectors
a. QC Inspector staff manning will be
consistent with the nature and location of the workload. Ensure
4
that only highly competent Petty Officers with demonstrated
technical expertise are assigned as inspectors. Commands will
appoint each QC Inspector by letter that clearly defines all
authority and responsibilities. The appointment letter is
provided in enclosure (1). Provide copies of the letter to the
ROICC/FEAD and maintain copies on file. Assign QC Inspectors to
specific projects in order to ensure continuity and
accountability. Do not assign duties to QC Inspectors which
detract from their primary responsibility of inspecting project
quality.
b. Construction Inspectors will be trained in
accordance with reference (e) and should be able to identify
deficiencies and make recommendations on material quality,
workmanship, and construction practices. Units may request
additional training for specific tasking through their chain of
command. QC Inspectors will be familiar with the unit QC and
safety program instructions. QC inspectors should also possess
experience to recognize safety violations on project sites and
recommend corrective actions.
c. The QC Inspector’s job is project quality,
not resource scheduling and availability. They report directly
to QC Chief. They are responsible for daily QC inspections,
phase checks, and coordinating any special tests or inspections.
They advise Project Supervisors on construction techniques and
suggest better or more efficient methods if available. They
visually inspect and report on the progress and quality of all
work-in-place. They report and correct all safety violations,
ensure proper material use and conservation, and can assist
Project Supervisors in determining work-in-place for reporting
purposes. If an inspector lacks knowledge about a particular
aspect of the construction, it is solely his/her responsibility
to get assistance from QC Chief, another inspector, the
ROICC/FEAD, or any other qualified source. QC Inspector
responsibilities also include but are not limited to:
d. To be completely familiar with plans,
specifications, and manufacturers recommendations for assigned
projects. Assist Project Supervisors in developing QC plans.
e. Develop a Project Inspection Plan that
details all al QC inspections for the project and provides
quantitative measurement. Specific care will be taken in
plotting critical QC points. The inspection plan will be
developed independently of the QC plan, but will be coordinated
prior to project start to align inspection dates with activity
start dates. The inspection plan will detail objectives for each
project visit regardless of milestones. The inspection plan
format is included as enclosure (2).
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f. Become familiar with the unit safety
instruction and acquire proper training to identify safety
hazards/violations on projects.
g. Visit all projects daily and submit daily
reports. Proper documentation is a must. Daily reports must
identify all discrepancies and solutions. Reports become the
record and show how quality was measured and confirmed throughout
construction. Without proper documentation all construction
quality is suspect. The daily inspection form is found in
enclosure (3).
h. Discuss job progress and construction
methods with the Company Operations Chiefs, Project Supervisors,
and Crewleaders.
i. Immediately notify QC Chief or Operations
Chief (S3C) if questionable construction or safety practices are
observed.
j. Advise prime and subcontractor companies
in project planning and project file maintenance.
k. Review and coordinate all requests for
information (RFI), field adjustment requests (FAR), excavation
requests, utility outages, road closures, and concrete form
designs for constructability and make initial recommendations.
Ensure all RFI have been FULLY researched prior to submitting to
ROICC/FEAD.
l. Be present during all phase checks and
certified system tests to ensure compliance with plans/specs and
manufacturer recommendations.
m. Brief QC Chief daily on inspections
scheduled, project visits, inspection reports.
n. Route daily inspection reports to
ROICC/FEAD, QC Chief, and the Project Supervisor.
o. Inspect project materials received at the
job site and Material Liaison Office (MLO) to verify that they
meet project specifications.
p. Ensure timely delivery of any prints,
specs, Bill of Material, or any other information to the prime
contractor company.
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q. Become familiar with local construction
practices used at deployment sites.
r. Maintain copies of all project
correspondence, i.e., FAR, RFI, design change directive (DCD),
utility requests, etc. Ensure all information is current and
correct. Maintain a tickler on all unanswered correspondence.
Ensure all reports and correspondence are properly logged and
filed.
s. Create and maintain a significant events
calendar that will be placed in a conspicuous place to notify all
interested personnel of project milestones (concrete placement,
asphalt work, punch list inspections, beneficial occupancy date
(BODs), ribbon cuttings, etc.)
t. Review project submittals prior to
submission to ROICC/FEAD.
u. Ensure project files and as-built drawings
are updated continuously (at least every two weeks) and are
complete upon project completion. QC Inspectors will draft
closeout letters and submit to the S3 Yeoman for typing. Project
packages will be updated for all turnover projects to provide the
relieving unit with as much information as possible. All
operations and maintenance manuals will be turned over to
ROICC/FEAD after project completion.
3. DET QC Inspectors duties are the same as
noted in paragraph 5.a.(2)(a)2.c. thru u. DET QC Inspectors
shall report to the DET AOIC or QC Chief (as appropriate) for
daily review. DET QC Inspectors shall maintain as close a
liaison as possible with the QC Chief for professional advice and
guidance.
4. Engineering Chief is responsible for, but not
limited to:
a. Maintaining a complete laboratory, with
all required testing equipment, to perform required tests.
Ensure all required calibrations and certifications are up to
date and properly recorded in logs.
b. Performing all scheduled or required tests
per established methods set forth by the specifications and
accepted industry standards.
c. Maintain accurate and complete test
records and promptly deliver results to QC inspectors.
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d. All surveying, project layout, and
elevations.
e. All drafting, as-built drawings, designs,
and sketches on FARs and RFIs.
f. Maintaining project history files for all
projects completed at the Main Body site. Additionally, the
engineering chief will maintain a list of all projects completed
at DET sites associated with the Main Body site. Additional
details provided in
g. Maintain the unit construction trade
library.
5. Material Testing Personnel
a. There will be a sufficient number of
trained personnel to conduct/coordinate required tests on
concrete, asphalt, soils, and other materials, as required and to
maintain equipment needed to perform these tests.
b. Upon the completion of the project QC
plan, the QC staff will develop an inspection plan incorporating
required testing. This is the time to identify on-site testing
requirements and capabilities. If a required testing capability
is not available within the unit, the Operations Department
should contact other government agencies and coordinate necessary
testing services.
c. During construction, testing personnel
will conduct required tests in accordance with the inspection
plan. All test results will be attached to the QC report for the
date the work was put in place. For example, concrete cylinder
break results at the seven, fourteen, and twenty-eight day point
will be attached to the QC report filled out on the date of the
concrete placement. The QC reports and attached test results
will be signed by both the QC Inspector and Project Supervisor
and two copies forwarded to the ROICC/FEAD. Provide copies of QC
reports and test results to the NCR as requested for review.
After ROICC/FEAD review, the report will be routed through the
project chain of command and remain as part of the project
package. For onsite tests, the designated ROICC/FEAD
representative will be notified in advance to allow the
opportunity to observe the test.
6. Company Commanders/DET OICs assign Project
Supervisors and Crewleaders. They ensure that all planning
documents, including specific QC plans for each project are
complete, publicized, and understood prior to project start for
8
all assigned projects, in homeport or on deployment. He/she will
ensure that experienced people are in charge and that crews have
the necessary skills to complete the project. DET OICs and
Company Commanders will monitor construction quality and efforts
through QC reports and regular project visits. The Company or
DET Chain of Command will take a proactive stance in project
quality and are responsible for:
a. Ensuring that Project Supervisors and
Crewleaders share command concern for safe, high quality
execution of work.
b. Conducting a constructability review for
each assigned project.
c. Reviewing project plans and
specifications, and submitting a report of all errors and
omissions to QC Chief.
d. Reviewing QC plans prior to submittal to
the QC Staff.
e. Making regular project visits to ensure
that the job sites are safe, productive, and that crews are
producing a quality project.
f. Review and validate all FARs and RFIs
prior to submission.
7. Company/DET Operations Chief/Project Chief is
directly responsible to the Company Commander/DET OIC for all QC
matters. These individuals will give added attention to training
Project Supervisors and Crewleaders in developing QC plans and
using the three phases of inspection.
8. Project Supervisors are responsible for the
overall quality and workmanship on his/her job site including
work performed by all subcontractors. A Project Supervisor
typically is responsible for the supervision of two or more
Crewleaders of various ratings engaged in the completion of a
project. Assisted by the QC staff, he/she develops a specific QC
plan for the assigned project. He/she will accompany QC
Inspectors during job site visits and assist in completing daily
reports. Upon completion of the rework make arrangements for reinspection. Project Supervisors are also responsible for:
a. Conduct daily QC lectures to review
Definable feature of work (DFOW) or activity QC requirements for
that day.
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b. Using the preparatory and initial phase
checklist before starting each DFOW.
c. Maintaining a continual job-site presence
to ensure maximum quality and productivity.
d. Maintaining a log for all DCDs, FARs, and
RFIs in the project package, folder 4B.
e. Reviewing the five-folder project package
with the lead QC Inspector upon project completion. Ensure that
all project information required for the project completion
letter is current, accurate and in the file.
f. Inspect and verify work before specific
requested QC inspections occur, i.e., Concrete Placement, stack
tests, etc. Identify all key inspections as milestones on the
project schedule.
g. Research all RFIs prior to submission.
h. Ensure that project crews are familiar
with daily/weekly construction schedules by posting them and/or
discussing during daily project QC meetings.
8. Crewleaders will become familiar with project
plans and specifications and ensure that the proper tools and
equipment are available for the job. A Crewleader typically
supervises a crew of two or more persons generally of the same
rate in the completion of a phase or section of a project.
He/she is responsible to the Project Supervisor to provide the
highest quality workmanship possible from his/her assigned crew.
He/she will keep the Project Supervisor updated on progress,
potential delays or problem areas, required tests, and any and
all changes necessary to the as-built drawings. The Crewleader
will inspect his crew’s work and ensure it meets the required
quality level.
9. Crewmembers will become familiar with project
quality requirements. They will develop a complete understanding
of work methods and question Crewleaders about any activity that
they do not fully understand. The entire CQC Program hinges
around the Crewmember and their ability to perform construction
in accordance with plans, specifications, and accepted
construction practices.
10. Material Expediters: The material expeditor
along with the project supervisor and the QC Inspector will
inspect all material when received by the MLO. These inspections
ensure materials meet all the conditions set forth in the plans
10
and specifications. Further, the material expeditor will reinspect at least one month prior to planned use and materials
received months in advance of their intended installation date.
This re-inspection identifies expired shelf life, storage damage,
and usability of material. The Material Testing Personnel will
inspect mineral products upon delivery and reject them when they
do not comply with the project specifications.
b.
Quality Control Implementation Guidance
(1) Pre-Construction
(a) Plans and specifications establish construction
standards and accepted construction practices. Because of
varying site conditions, intended purpose, and the life
expectancies of various facilities, construction standards may
vary from project to project. Units will use references
(a) through (d) as the minimum acceptable standards when other
defined standards are absent.
(b) Commands will coordinate with the NCR to receive
plans and specs. NCRs will coordinate with the Public
Works/Design Agent to receive plans and specs approximately 10
months prior to project execution. Project planning should be
done using the final signed version of plans and specs. During
planning process the unit will develop a QC plan which will be
submitted to the QC Staff for approval and incorporation into the
inspection plan.
(c) In cases where materials do not meet
specifications, i.e., Theater Security Cooperation Plan (TSCP)
missions the project leadership will coordinate with the chain of
command and NCR to identify suitable local materials.
(d) FARs and RFIs: Review plans and specifics to
identify conflicts in construction methods and materials. Submit
RFIs and FARs for clarification or adjustment in construction
method. Changes which exceed 50 man-days of additional effort or
$500 in additional cost must be approved by the appropriate NCR
prior to submission to ROICC/FEAD.
(e) Units will develop a QC Plan for each project.
The QC Plan will identify quantifiable QC inspection points for
each activity. Enclosure (5) is a QC checklist. The reference
list in enclosure (10) is provided as a resource to assist the
crew in developing valid inspection criteria.
(f) Inspection Plan: Unit QC staffs will develop a
construction inspection plan for each project specifically tasked
to the unit. The construction inspection plan will identify each
11
item/phase of the project which requires a quality check (i.e.,
phase inspections, material tests, utility tests, etc.), and
highlight critical inspection points. The frequency of required
tests must be shown. The QC staff will prepare inspection plans
per enclosure (2). The QC inspector will prepare the plan with
sufficient detail to identify specific plans and specification
requirements for each phase of work. The QC inspection plan will
be developed using the current project schedule and QC plan.
This is a required submittal to the ROICC/FEAD.
(g) Hold a preconstruction conference with the
ROICC/FEAD or designated representative, public works, customer,
and project QC inspector, to discuss the scope of the project,
construction schedule, utility requirements, the QC plan, and any
other items which may affect construction. Maintain regular
contact with the ROICC/FEAD representative throughout the life of
each construction project until it is totally completed.
(2) Project Execution:
(a) QC will be accomplished utilizing the three
phases of inspections; preparatory, initial, and follow-up.
These inspections are based on definable features of work (DFOW).
DFOW is defined as a task that is separate and distinct from
other tasks and requires separate QC requirements. A DFOW is
identified by different trades or disciplines and is an item or
activity on the construction schedule. Each specification
section could be considered a definable feature of work, but,
there frequently is more than one definable feature of work under
a particular section. A Construction Activity may be a DFOW,
depending on the activities scope, quantity of work, skill
intensity and/or resulting quality required for its completion.
The three phases of inspection are defined as follows:
(b) Preparatory Phase. Prior to starting the project
and before the start of each DFOW the Project Supervisor will
hold a QC preparatory phase meeting. This meeting will include
all pertinent Crewleaders, QC staff, Project Manager, and
FEAD/ROICC representative. The purpose of this meeting is to
inform all personnel involved with the activities of the QC
requirements. The meeting will also address all submittals,
materials, tools, and equipment needed to accomplish the
activities. These items should correlate directly with the
project QC plan and applicable areas in the specifications.
Enclosure (6) is the Preparatory Phase checklist.
(c) Initial Phase. When construction starts on an
activity, the QC Inspector and Project Supervisor will monitor
the initial material installation to validate adherence to the
plans ands specifications as agreed upon during the Predatory
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Phase meeting. Any discrepancies in workmanship will be
corrected immediately. Enclosure (7) is the Initial Phase
checklist.
(d) Follow up Phase. The Project Supervisor, QC
Inspector, and chain of command will conduct continual
inspections of the activities in progress. The QC Inspector will
conduct daily checks during this phase and annotate findings on
the daily QC reports, shown in enclosure (8). This will ensure
that all work is done in accordance with the drawings and
specifications. QC Inspector will submit the report to the
Operations Officer or Detail OIC via the chain of command for
final review, approval, and/or continuing action, as appropriate.
QC will route a copy of the daily QC inspection report to the
ROICC and the prime contractor company commander.
(e) NCF units are required to make submittals for
materials and construction methods used in the execution of
projects. Submittals will be generated and provided to the
FEAD/ROICC/Design Agent as identified in enclosure (4).
(f) Operations Department personnel will review the
original QC report daily. Provide a copy of each report to the
ROICC/FEAD on the first working day following the period covered
by the report. When discrepancies are noted in the report,
immediately initiate action to correct the discrepancy. Note
corrective actions taken on the QC report for the day during
which corrective measures were taken. In addition, note the
corrective actions taken and the date the actions were completed
on the QC report which initially noted the discrepancy. Make
copies of all inspection reports and test results a permanent
part of the project records.
(g) Quality Deficiency Reports will be generated when
work in place fails to meet acceptable standards as set forth in
the plan, specifications, references (a) through (d), and
accepted industry standards. Un-reported, un-documented, or
otherwise hidden quality defects found during follow-up
inspections and/or turnovers may result in disciplinary action.
Enclosure (12) is the form for the QDR. The following limits are
established for the submission of QDRs.
1. Quality deficiencies or rework up to $2,500
are at the Commanding Officers discretion as to whether or not a
QDR is submitted to the chain of command.
2. QDRs identifying poor quality or rework in
excess of 50 mandays or between $2,500 and $5,000 in material
costs require the QDR to be forwarded to the operational
regimental commander for review and disposition. The
13
circumstances surrounding the QDR may require a Judge Advocate
General (JAG) investigation to determine the facts.
3. QDRs identifying rework in excess of 100
mandays or $5,000 in material costs require a JAG investigation
to determine the facts. The results of the JAG will be forward
to the division Commander for review and disposition.
(h) Conduct the final inspection of a completed
facility with the ROICC/FEAD and correct any discrepancies.
After all discrepancies are corrected and inspected during the
acceptance inspection, forward a completion letter to the
ROICC/FEAD along with a set of "as built" drawings, all
manufacturer's literature, copies of Design Change Directives
(DCDs) or change orders, operations and maintenance instructions,
or other correspondence requested by the ROICC/FEAD. Enclosure
(13) is a sample completion letter.
(i). Forward a copy of all project completion
letters to the appropriate regiment and COMFIRSTNCD.
(j). Maintain completed project packages at main
body and detachment sites for a period of three years to include
a one year warranty period. At the end of the three year period
forward a disposition request (Enclosure 13)to the operational
regiment for guidance on disposal.
R.E. CELLON
Commander
K. Gregory
Chief of Staff
Distribution:
14
1306
CO
From:
To:
Commanding Officer, U. S. Naval Mobile Construction Battalion XXXX
BU1(SCW) P. J. xxxxxxx, USN, 000-00-xxxx (Last four only)
Subj:
DESIGNATION AS QUALITY CONTROL INSPECTOR FOR PROJECT ####-###
Ref:
(a) COMFIRSTNCDINST 4355.1A
(b) **Unit QC level instruction**
(c) ** Unit level safety instruction**
1. You are hereby designated as the Quality Control inspector for (NMCB or
Detachment xxxxxxx project ####-###). You are responsible for all matters
of Construction Quality Control associated with projects.
2. You will familiarize yourself with the provisions of references (a)
thru (c) in the performance of your duties.
3. This designation is effective immediately and expires upon the
completion and acceptance of the project or if the project is turned over
once the turnover is complete.
J. R. WAYNE
Copy to:
S3
S3C
S3QC
Project Package
RIOCC/FEAD
Enclosure (1)
Enclosure (2)
Construction Reference Library
Reference Title
Author
ISBN
Basic Construction Management: The
Superintendent's Job
Basic Concrete Engineering for
Builders
Residential & Light Commercial
Construction Standards
Ten Steps To Jobsite Productivity
Leon Rogers
A Manual of Best Practice Volume 1
Exteriors
A Manual of Best Practice Volume 2
Interiors
JLC's Construction Tips &
Techniques
Finish Carpentry
Journal of Light Construction
Installing and Hanging Doors
Gary Katz
Masonry Skills, 5th Edition
Richard T. Kreh
Building with Masonry: Brick, Block
and Concrete
Masonry Problem Clinic
Dick Kreh
Building Tips & Techniques
Fine Home Building
Best Practices Guide to Residential
Construction
Basic Engineering for Builders
Steve Bliss
Construction Principles, Materials,
and Methods Sixth Edition
Basic Lumber Engineering for
Builders
Building with Engineered Lumber
Harold Olin, John Schmidt
Walter Lewis
Max Schwartz
Pocket Guide to the ADA : Americans
with Disabilities Act Accessibility
Guidelines for Buildings and
Facilities
JLC's Guide to Moisture Control
Terry Edwards Associates Ed.
ISBN-10: 0867184523
ISBN-13: 978-0867184525
ISBN-10: 1572180919
ISBN-13: 978-1572180918
ISBN-10: 0876296584
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ISBN-13: 978-0867185232
ISBN-10: 1928580246
ISBN-13:978-1-928580-24-9
ISBN-10: 1928580289
ISBN-13:9781928580287
ISBN-10: 1928580319
ISBN-13: 978-1928580317
ISBN-10: 1928580076
ISBN-13: 978-1928580072
ISBN-10: 1561586358
ISBN-13: 978-1561586356
ISBN-10: 0766859363
ISBN-13: 9781418037536
ISBN-10: 1561583367
ISBN-13: 9781561583362
ISBN-10: 0924659254
ISBN-13: 9780924659256
ISBN-10: 1561586870
ISBN-13: 9781561586875
ISBN-10: 0471648361
ISBN-13: 978-0471648369
ISBN-10: 0934041830
ISBN-13: 9780934041836
ISBN-10: 0471714054
ISBN-13: 9780442006051
ISBN-10: 1572180420
ISBN-13: 9781572180420
ISBN-10: 1561586978
ISBN13: 9781561586974
ISBN-10: 0471181374
ISBN-13: 9780470108703
Journal of Light Construction
ISBN-13: 9781928580362
Moisture Control Handbook :
Principles and Practices for
Residential and Small Commercial
Buildings
Builder’s Guide to Mixed-Humid
Climates
Estimating with Microsoft Excel
Joseph Lstiburek & John
Carmody
ISBN-10: 0471318639
ISBN-13: 9780471318637
Joseph Lstiburek
ISBN-13: 9780975512722
Jay P. Christofferson
Exterior Siding, Trim & Finishes
Fine Home Building
Windows & Sky lights
Fine Home Building
ISBN-10:
ISBN-13:
ISBN-10:
ISBN-13:
ISBN-13:
086718549X
9780131719835
1561586528
9781561586523
9781561581276
Construction Surveying & Layout
Paul Stull, Ph.D., P.E., P.S.
Wells and Septic Systems, Second
Edition
Excavation & Grading Handbook
Max &
Building Layout
W.P. Jackson
Inspecting A House
Rex Cauldwell
ISBN-10:
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ISBN-13:
1557013632
9780934041256
0830621369
9780830621361
1572181737
9781572181731
0910460698
9780910460699
1561584622
9781561584628
Max Schwartz
RS Means & Contributing
Authors
James J. Adrian
Journal of Light Construction
Journal of Light Construction
Gary Katz
The Aberdeen Group
Max Schwartz
John Spier
Charlotte Alth
Nick & John Capachi
Enclosure (3)
Construction Reference Library
Mold Survival Guide
Jeffrey May
Gypsum Construction Handbook
United States Gypsum Company
Finish Carpenter's Manual
Jim Tolpin
Tiling: Planning, Layout &
Installation
Drywall - Professional Techniques
for Walls & Ceilings
Basic Stair building
Fine Homebuilding Editors
1001 Ideas for Trim work
Wayne Kalyn
Setting Ceramic Tile, Second
Edition
For Pros by Pros Plumbing
Michael Byrne
The Plumber's Trouble-Shooting
Guide
Remodel Plumbing
R. Dodge Woodson
The Rafter Book - A Modern Handbook
for Roof Framers
Roof Cutter's Secrets
David Mahin McIntire
Roof Framing
Marshall Gross
Construction Foreman's Safety
Handbook
NAHB-OSHA Jobsite Safety Handbook
George Kennedy
The OSHA Answer Book
Mark Moran
Advanced Framing Techniques
Steven Bliss
The Lead Carpenter Handbook
Tim Faller
Construction Nightmares from Hell
Arthur F. O'Leary FAIA, MRIA
& James Acret, Esq.
John J. Haasl and Peter
Kuchinsky II
NAHB
Production Checklist For Builders
and Superintendents
Residential Construction
Performance Guidelines, 2nd Ed.
Daily Field Guide, a Log Book for
Builders
Carpentry in Commercial
Construction
Commercial Metal Stud Framing
Myron Ferguson
Scott Schuttner
Rex Cauldwell
Rex Cauldwell
Will Holladay
NAHB
ISBN-10:
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ISBN-10:
ISBN-13:
080187937X
9780801879388
0963686224
9780963686206
0934041822
9780934041829
1561587885
9781561587889
1561585297
9781561581337
1561583227
9781561583225
1580112609
9781580112604
1561580805
978-1561580804
1561583332
978-1561583331
007071777X
9780070717770
1561586986
9781561586981
0964778408
9780964778405
1928580327
9781928580089
091046040X
9780910460408
0827378823
9780827378827
0867185295
978-0867185294
1890966657
9781890966652
1928580211
9781928580218
0963226878
9780963226877
1557013977
9781557012982
0867185155
9780867185157
Tom Hrin
ISBN-13: 9780867185164
Byron W. Maguire
Painter's Handbook
Bill McElroy
UGLY'S Electrical Handbook
George V Hart
ISBN-10: 0934041334
ISBN-13: 9780934041331
ISBN-10: 157218079X
ISBN-13: 9781572180796
ISBN-10: 0934041288
ISBN-13: 978-0934041287
ISBN: 978-0-9623229-8-3
National Electrical Code
NFPA
ISBN: 0-87765-790-4
International Building Code
ICC
2009 International Mechanical Code
ICC
2009 International Plumbing Code
ICC
ISBN: 1580017258
ISBN13: 9781580017251
ISBN: 1580017312
ISBN13: 9781580017312
ISBN: 0071606068
ISBN13: 9780071606066
ISBN: ASCC105
Ray Clark
ACI Ascc-1(05) Contractors Guide To
ASCC/ACI
Quality Concrete Construction
ACI 318-08 Building Code Requirements For Structural Concrete
2
Enclosure (3)
Construction Reference Library
ACI 530/530.1-08 Building Code And
Specs For Masonry
ACI Sp-4 Formwork For Concrete
American Concrete Institute
(ACI)
M. K. Hurd
Asphalt Handbook
Asphalt Institute
ISBN - 53008
ISBN: SP47TH
3
Enclosure (3)
Required Submittals
Enclosure (4)
Quality Control Checklist Examples
1.
Paving
a.
Sub-grade
(1) Sub-grade is to proper elevation and cross-section.
(2) Sub-grade is dense and properly compacted.
(3) All drains, utilities and other underground construction are
in place.
(4) Trench backfill is performed as required.
(5) Testing sub-grade is performed and recorded to include OMC
(opt moisture content).
(6) Material delivered is of uniform quality.
(7) Hauling equipment does not produce ruts in sub-grade.
(8) Location of manholes, outlets and surface features are known.
b.
Priming and Tack Coats
(1) Prime coat properly seals the surface voids and
provides adhesion.
(2) Prime coat is applied to water free surface free from
objectionable substances.
(3) Prime coat is applied uniformly and receives proper curing
time.
c.
Asphalt Paving
(1) Concrete against which paving is to be placed is to be at
least seven days old.
(2) Asphalt mix is proper and approved for this work.
(3) Temperature of mix when delivered is within limits required
and when laid in mat.
(4) Weather limitations are observed.
(5) Materials are properly spread, raked and placed for
thickness and uniformity. Joints are properly formed and
tight.
(6) All edges are straight and curves uniform.
Enclosure (5)
Quality Control Checklist Examples
(7) Rollers are operated within speed range and have proper
backup features, drum scrapes and wetting devices. Roller is
backed only over compacted areas.
(8) Correction of humps and depressions to obtain smoothness
and uniformity is to be performed before the start of
compaction.
(9) Damage to adjacent surfaces is corrected.
2.
Concrete
a.
Formwork
(1) Location, dimensions and grades are as required.
(2) Formwork is properly sealed, oiled (prior to placing RST),
or wetted and treatment is compatible with other materials to
be applied.
(3) Re-used formwork is properly reconditioned and treated for
re-use.
(4) Construction provides mortar-tight condition, free from
offsets, defects and free of debris. Joints may be taped not to
allow more than +/- 3/16”.
(5) Observe type of form ties and bracing used to see if
adequate for form design.
(6) Sleeves for pinning and conduits are provided as required.
(7) Forms are secured against movement during placing
operations. Screens are set to prohibit movement during
placing phase.
(8) Chamfer strips are accurately placed and aligned.
(9) Clean-outs are provided at ends and low points of forms.
Ports are provided in high forms. Verify number and
location.
(10) Expansion, construction and contraction joints are
provided as required or indicated and installed or planned
properly.
(11) Form cut-offs and bulkheads are established in locations
approved.
(12) Forms are in alignment, especially at top of walls.
2
Enclosure (5)
Quality Control Checklist Examples
(13) Keys are provided in construction joints.
(14) Forms allow sufficient space and openings for placing
concrete.
(15) Forms provide for openings (doors, windows, ductwork,
etc.). Cross bracing is provided in formed openings to prevent
bowing.
(16) Proper provisions are made during pour for tools,
equipment and personnel.
(17) Note appearance of obvious defects in formwork that might
impair its ability to withstand concrete pressure without
excessive deflection.
(18) Consider personnel movement on the formwork during the
placement phase when inspecting bracing.
(19) Shoring is checked for location and bearing. Check shores
for settlement during pouring and ensure mud-sills are used
when posts are set on bare ground.
(20) Drain clean-outs, flanges, etc. are set at proper
elevation and sufficient anchorage is provided to avoid
movement.
(21) Scaffolds or other accessories appear adequate and do not
affect formwork.
(22) All embedded items are securely anchored in place and in
the proper location.
b.
Form Removal
(1) Concrete is sufficiently strong before removal of forms.
Check specifications.
(2) All formwork is completely removed above and below grade.
(3) Preparations for grouting are made as soon as practicable
after removal of forms.
c.
Reinforcement
(1) Steel is installed in accordance with approved drawings.
(2) Required clearance of steel from earth and forms is
provided.
(3) Splice lapping, length of splices and staggering is
performed as required
3
Enclosure (5)
Quality Control Checklist Examples
(4) Additional bars, such as at wall intersections, openings
and at corners are provided.
(5) Reinforcement is clean of all loose or flaky rust, oils or
other foreign materials that might reduce bond.
(6) Reinforcement is tied and supported to prevent displacement
during placement.
(7) Conductors are separated from other conduits and re-bar by
a minimum of three (3) conduit diameters.
(8) No contact of bars is made with dissimilar metals.
(9) Bars are not placed near surfaces that might allow rusting.
(10) Adequate space and clearance is provided for proper
deposit of concrete and use of vibrators.
(11) Avoid bending re-bar excessively.
d.
Concrete Placement, Finishing, and Curing
(1) Concrete hard card has been submitted and approved.
(2) EA’s on site with equipment for testing.
(3) All areas to receive concrete are cleaned, wetted, or
otherwise prepared prior to arrival of first truck.
(4) All necessary tools are on hand and in working condition.
Vibrators and stand-by vibrators are available and in working
condition.
(5) Adequate manpower is available for timely placement.
(6) Arrangements have been made for specific curing, sawed
joints and protection from the elements.
(7) Delivery of concrete and sequence of delivery is scheduled
to allow for continuous placement to prevent cold joints.
Delivery tickets are checked for time limits.
(8) Layers are kept approximately horizontal and do not exceed
required lifts.
(9) Bolts and loose items to be embedded are properly located
and installed.
(10) Grades, elevations, alignments are being checked during
placement.
4
Enclosure (5)
Quality Control Checklist Examples
(11) Time delay is made for concrete in columns, piers, walls
and openings to allow concrete to settle before placing
concrete above them; however, initial set is to be avoided.
(12) Vibration is performed properly.
(13) Cylinders are cast and stored, slump tests performed.
(14) Type of finish on surfaces is checked and provided as
required. (verify type of surface required).
(15) Screens are provided and removed when they are no longer
required.
(16) Overworking the surface is to be avoided.
(17) Ensure that all joints, edges, and corners are carefully
finished and/or match.
(18) Curing methods are to be started as soon as possible.
(19) When plastic or burlap is used as a curing method, avoid
disfiguring the surface finish by dragging or dropping weight
on the surface when securing it.
3.
Masonry
a. Layout of work, coursing and dimensions are as required or
indicated.
b.
Joint size, type and tooling method is understood.
c.
Type of bond (pattern) is in accordance with prints.
d.
Joints are tooled to provide a dense surface.
e. Mortar is applied to block/brick and is not “slushed” into
the head joints.
f.
Cutting of units is as required.
g.
Clean-outs/weep holes are provided as required.
h. Reinforcement as required, is of type, sized, splicing and
spacing required.
i. Bending of re-bar for site access is to be kept to a
minimum.
j. Door frames are secured and braced in position (plumb and
square).
5
Enclosure (5)
Quality Control Checklist Examples
k.
All embedded materials are on site and available.
l. Provisions for flashing, cutouts and later installation of
other items are made.
m. Expansion and control joints are located and provided, as
indicated or required.
n. Prior to pouring the cores ensure they are properly cleaned
out. Ensure that cores are filled on a maximum of 6 courses of
block at a time. RST not resting against block/brick to allow is
in proper placement of grout.
o. Pipes, conduits, and boxes are located, secured and
protected as required.
4.
p.
Hollow metal frames are filled solid.
q.
Methods of final cleaning are as required.
Structural Steel
(1) Size and type of bolts, washers, and hole diameters are, as
required.
(2) Delivered steel is new, undamaged, and free of rust and
distortions.
(3) Steel is properly stored, blocked off ground and covered
where prolonged storage occurs.
(4) Observe setting of base and bearing plates. See that full
engagement of nut occurs and bending of anchor bolts or undue
chipping of concrete does not occur.
(5) Verify clearances required for finish coverings or materials
are provided.
(6) Drift pins are used to bring together parts but should not
damage or distort metal.
(7) Steel members are not cut for passage of pipe conduit, etc.,
unless so indicated on shop drawings.
(8) Type, size and length of bolt, size and type of washer and
size of hole are as required.
(9) All bolt heads and nuts are resting squarely against metal
and check to see that bolts have been drawn tight. Check
specification.
6
Enclosure (5)
Quality Control Checklist Examples
(10) Holes are properly aligned.
misalignment is not permitted.
5.
Burning to correct
Thermal and Moisture Protection
a.
Roofing
(1) Surfaces are free from foreign material.
(2) Excess mortar or concrete is removed; all holes, joints
and cracks are pointed, and rough and high spots are ground
smooth.
(3) Surfaces are dry to receive heated asphalt, coal tar and
petroleum solvent asphalt mastics.
(4) Hot applied bituminous materials are not overheated.
Method and sequence of transporting and application of
bituminous material are adequate.
(5) Surfaces are properly primed if required.
(6) Pipes and other items penetrating membranes are flashed
or made watertight as required.
(7) Ensure membrane lapping details are understood.
(8) No work proceeds during damp weather.
to be present between layers.
Allow no moisture
(9) Stand roll roofing on end and keep free of moisture and
earth. Protection/covering for roofing materials should be
vented so condensation will not occur.
(10) Felts are applied as required. Broom and laid so that
each layer is free of air pockets, wrinkles and buckles. Do
not allow “flopping” of roofing felts.
(11) All sheet metal and roof accessories are in place or on
hand as required, to be installed in conjunction with
roofing.
(12) Felts for asphalt bitumen are asphalt-saturated; felts
for tar pitch are coal tar-saturated.
(13) Under no condition allow exposure of insulation or
organic overnight without mopping.
(14) Aggregates spread over flood coat of quantity required,
while pitch or asphalt is hot.
(15) Cap sheet is utilized, is of weight, finish and color
7
Enclosure (5)
Quality Control Checklist Examples
as required.
(16) Operations are done in a neat and workman like manner
so as not to damage adjoining areas.
b.
Insulation
(1) Method of installing over surface is as required.
(2) Wood nailers/stops are provided and installed in
accordance with the drawings.
(3) Joints are staggered.
(4) Insulation is installed in conjunction with roofing
felts and sealed in for the night.
(5) Runway over the insulation are required to support
mechanical or heavy equipment.
(6) Insulation remains dry until covered by roofing.
c.
Flashing
(1) Isolation provisions are made for dissimilar metals. Do
not allow copper and aluminum flashing to be in contact with
each other or with ferrous metal.
(2) Flashing does not interfere with structural
requirements.
(3) Generally see that the metal is lapped a minimum of four
(4) inches.
(4) All edge metal laps are coated with plastic cement on
horizontal flange and vertical rise. Coating covers entire
lap and is sandwiched between.
(5) Lengths of flashing are as long as possible.
(6) Installation is coordinated with roofing installation.
(7) Flashing is embedded in roof membrane assembly.
(8) Method of anchoring lower edge of fascia is as required;
observe alignment, stiffness, etc.
(9) Gravel stops are pitched to provide for drainage.
(10) Gutters are pitched to provide for drainage.
8
Enclosure (5)
Quality Control Checklist Examples
(11) Gutter and downspout joints are lapped in direction of
flow.
(12) Gutter and downspouts are installed plumb.
(13) Base flashing extends up sufficiently; flange is
embedded at least four (4) inches in roofing membrane.
(14) Cap flashings are installed to provide secure
anchorage, allow movement and have sufficient laps and
spacing.
(15) Review drawings and specifications for sheet-metal
items called for in one and not the other.
6.
Doors and Windows
a.
Doors
(1) Doors are approved-size, type design, etc., and have no
defects such as dents, buckles, and warps.
(2) Additional reinforcement is provided for hardware.
(3) Fire rated doors have labels and proper identification.
Keep free of paint or stain.
(4) Observe installation and verify proper clearances
provided.
(5) Doors function smoothly and easily and hardware is
properly adjusted.
(6) Factory prime is retouched; factory finish is not
damaged and surfaces are adequate to receive applied finish.
(7) Doors are cleaned. Report all doors that cannot be
properly cleaned. Protection is provided as required to
avoid marring and other damage.
(8) Proper type and number of anchors for frames are
provided; verify adequate anchorage is made during
installation.
(9) Frames are grouted during installation if required and
caulked if required.
(10) Frames are installed straight, level, and plumb and
adequately braced where “built in”.
b.
Windows
9
Enclosure (5)
Quality Control Checklist Examples
(1) Delivered windows are of type, size, finish, operation,
etc., as required.
(2) Windows are properly stored until installed.
(3) Special items are furnished, such as bolts, pull down
hooks, trim, etc.
(4) Required type of glazing beads or stops are provided and
are suitable to receive glass thickness.
(5) Windows are set plumb, square, and level in alignment.
(6) Windows have provision for suitable anchorage and it’s
provided during installation, windows are adequately braced
where built in.
(7) Finish is protected and maintained during and after
installation.
(8) Windows are installed to be weather tight.
(9) Dissimilar metals are isolated.
(10) Windows are properly adjusted for operation before
glazing.
(11) Cleaning of metal and glass is properly performed.
(12) Screens of type, mesh and size are provided.
c.
Hardware and Specialties
(1) Hardware is installed in accordance with manufacturer’s
templates and instructions.
(2) Finishes are as required and finishes match in each
area.
(3) Hardware is removed and/or protected during painting and
cleaning operations.
(4) Recommended order or inspection:
a.
In storage room before installation.
b.
Door butts and hinges during and after installation.
c.
Door closers after installation.
10
Enclosure (5)
Quality Control Checklist Examples
d. Doorstops, holders and push, pull, and kick-plates
after installation.
(5) Mortise-type hinges are mortised flush.
(6) Lock-set cylinder cores are installed with tumbles up.
(7) Observe operation of closers as soon as possible after
installation for proper operation, silent closing and smooth
operation. Panic devices latch properly.
(8) Closers are adjusted after air moving system is
operational.
(9) Every door is provided with a doorstop to protect doors,
walls and hardware.
(10) All hardware is complete and with required type
number of screws, bolts and fastening devices properly
installed.
7.
and
Finishes
a.
Gypsum Drywall
(1) Stud spacing is as required. Studs are doubled-up at
jambs. Nailers/sleepers are in place.
(2) Studs are securely anchored to walls and columns and
fastened to securely anchored floor plates.
(3) Location, layout and plumb of framing system is
verified.
(4) Metal studs are secured with proper fasteners. Washers
will be used for bottom plate and cuts are properly painted
before gypsum is hung.
(5) Wood materials are sufficiently dry to avoid “nail
popping” due to shrinkage.
(6) Wallboard type, thickness and length are as required.
Verify if horizontal or vertical application is to be
required.
(7) Wallboard is not erected until building is closed in.
(8) Wallboard is held up from floor 3/8 inch minimum.
(9) Wallboard is installed with staggered application.
(10) Nailing/screwing or fastening performed as required.
11
Enclosure (5)
Quality Control Checklist Examples
Begin nailing from center outward, paper surfaces not
broken, sheets not driven together, etc.
(11) Check for excessive piercing or jointing.
(12) Tapping system is as required; observe number of coats,
feathering out 12” to 16”, check for high spots and dimples.
b.
Tile
(1) Wall tile is set straight, plumb, perpendicular and with
uniform joints. Design is per plan/spec.
(2) Accessories are provided and firmly anchored.
(3) Walls are installed before floors.
(4) Floor tile slopes to drains.
(5) Proper type of grout and/or sealant is used.
(6) Tile/grout coloration is consistent.
(7) Proper trim shapes are provided and used as required.
(8) Tile pattern is correct as per plan/spec.
(9) Layout starting points are correct.
c.
Suspended Ceiling Systems
(1) Layout of system is coordinated with rates and work
crews to allow adequate workspace and avoid interference.
(2) Hangers are of proper material and spacing.
(3) Perimeter and edge conditions are provided and installed
as required. Joint treatment is consistent.
(4) System is installed and adjusted in true alignment, even
and level.
(5) If more than one lot of tile is used for one area,
ensure tiles are taken from several packages for random
distribution.
d.
Resilient Flooring
(1) Type, size, thickness, pattern, and color of materials
are as required.
12
Enclosure (5)
Quality Control Checklist Examples
(2) Primer, adhesive, or cement is as required.
(3) On slabs, surface is free of cracks, holes, trowel
marks, and other defects. Surface primed if required.
(4) On slabs, all patching, grinding and correction of
defects is performed before installation. All areas are
clean, dry, and hard.
(5) Floor material is installed in proper sequence to
minimize damage by other crews.
(6) Direction of tile is as specified. Layout is as
specified, allow ½ tile minimum at border.
(7) Joints and seams are tight and level.
(8) Excess adhesive material and stains are removed
immediately after installation.
(9) Temporary protective cover is provided if required.
e.
Painting
(1) Color schedule is complete and understood.
(2) Surface to receive paint is dry. Damp (not wet)
surfaces are allowed for water thinned paints.
(3) Surfaces to receive paint are properly prepared. Holes
filled and sanded, pitch pockets and knots sealed.
(4) Protection for adjacent areas, surfaces and items are
provided.
(5) Required number of coats is provided.
(6) Texture and method of application is understood.
(7) Painting is done in a neat and workmanlike manner.
(8) No runs, drops, brush marks, color variation, etc. are
permitted.
(9) Curing time between coats is provided.
(10) Hard to get at places are painted.
f.
Cabinets
(1) Blocking is provided during framing to mount cabinets.
13
Enclosure (5)
Quality Control Checklist Examples
(2) Visually inspect product for correct finish.
(3) Doors are properly fitted. Countertops are per finish
schedule.
14
Enclosure (5)
Unit ?? PREPARATORY PHASE CHECKLIST
(CONTINUED ON SECOND PAGE)
Project No.
Definable Feature of Work:
Personnel
Present
Name
Specification
Section:
Date:
Schedule Activity
No.
Index No.
Position
Company
Material
Storage
Submittals
Review submittals and/or submittal register. Have all submittals been approved? Yes
Are all materials on hand? Yes
No
If no, what items are missing?
Check approved submittals against delivered material.
Comments:
(This should be done as material arrives.)
Do materials on hand meet contract drawings and specifications? YES
discrepancies are present?
Are materials stored properly?
Yes
No
NO
If no, what
If no, what action is taken?
Are necessary tools on hand to complete activity? Yes
Tools
No
If no, what items have not been submitted?
No
If no, what action is taken?
Is working condition of tools adequate to complete activity? Yes
No
If no, what action is taken?
Specifications
Review each paragraph of specifications.
Discuss procedure for accomplishing the work.
Preliminary
Work &
Permits
Clarify any differences.
Ensure preliminary work is correct and permits are on file.
If not, what actions are taken?
N/A
Enclosure (6)
UNIT ?? PREPARATORY PHASE CHECKLIST
(CONTINUED FROM FIRST PAGE)
DEFINABLE FEATURE OF WORK
CONTRACT NO
SPEC SECTION
DATE
SCHEDULE ACT NO.
INDEX #
IDENTIFY TEST TO BE PERFORMED, FREQUENCY, AND BY WHOM.
TESTING
WHEN REQUIRED?
WHERE REQUIRED?
REVIEW TESTING PLAN.
HAS TEST FACILITIES BEEN APPROVED?
ACTIVITY HAZARD ANALYSIS APPROVED?
YES
NO
SAFETY
REVIEW APPLICABLE PORTION OF EM 385-1-1.
MEETING COMMENTS
NAVY PWD/ROICC COMMENTS DURING MEETING.
OTHER ITEMS OR
REMARKS
OTHER ITEMS OR REMARKS:
QC MANAGER
DATE
2
Enclosure (6)
INITIAL PHASE CHECKLIST
PRELIMINARY
WORK
PROCEDURE
COMPLIANCE
PERSONNEL PRESENT
CONTRACT NO
DEFINABLE FEATURE OF WORK
GOVERNMENT REP NOTIFIED______ HOURS IN ADVANCE
YES
NO
NAME
POSITION
COMPANY/GOVERNMENT
IDENTIFY FULL COMPLIANCE WITH PROCEDURES IDENTIFIED AT
PREPARATORY, COORDINATE PLANS,SPECIFICATIONS, AND SUBMITTALS.
COMMENTS:
ENSURE PRELIMINARY WORK IS COMPLETE AND CORRECT. IF NOT WHAT
ACTION IS TAKEN?
SOLUTI
ON
WORKMANSHIP
ESTABLISH LEVEL OF WORKMANSHIP.
IS SAMPLE PANEL REQUIRED? YES
BE CONSIDERED AS A SAMPLE? YES
WHERE IS WORK LOCATED?
NO
NO
WILL THE INITIAL WORK
(IF YES, MAINTAIN IN PRESENT CONDITION AS LONG AS POSSIBLE AND DESCRIBE
LOCATION OF SAMPLE)
RESOLVE ANY DIFFERENCES.
COMMENTS:
REVIEW JOB CONDITIONS USING EM 385-1 AND JOB HAZARD ANALYSIS
OTHER
CHECK
SAFETY
COMMENTS:
OTHER ITEMS OR REMARKS
Enclosure (7)
Route to
Initial
Date
Remarks
S3
DAILY
S3C
S3QC
QUALITY CONTROL
00S
Prime
INSPECTOR’S REPORT
Date:
Time:
Project No.:
Prime Co.:
Project Title:
Sub Co.:
Weather:
Supervisor:
Activity
Sub
Report No.:
Inspector:
Rate
Description of work performed
Activities Started:
QC Meetings Held:
Activities Completed:
Yes
No
Construction Inspection Plan Items Checked:
Results:
Delays
Safety Hazards Present:
Remarks
Materials
On behalf of the government I certify that all work is IAW the drawings and specifications.
Project Supervisor
Dist:
1. ROICC/FEAD
2. QC File via S3
Quality Control Inspector
3. Prime Contractor
Quality Control Branch Head
4. Crewleader
Enclosure (8)
The following explanation and information is provided for completion of the Quality Control Report.
a. Date: Self-explanatory.
b. Time: Self-explanatory.
c. Inspector: The name and rate (or rank) of the individual filling out the report.
d. Report Number: Start and maintain a numerical system for each project. If two or more visits are conducted in one
day’s time, fill out a report and number each time an inspection is made.
e.Project Supervisor: This will be the job supervisor, the person directly responsible for the particular project.
f. Project Number: Self-explanatory.
g. Project Title and Location: Self-explanatory.
h. Prime Company: This is the company assigned as the prime contractor. In the case of Det/DFT, the Det/DFT is the
prime contractor.
i. Sub Company: Self-explanatory.
j. Weather Conditions: Self-explanatory.
k. Preparatory Section: Lists Construction Activity Number and Definable Feature Of Work (DFOW) of Preparatory Phase
activities started on this days report.
l. Initial Section: Lists Construction Activity Number and Definable Feature of Work (DFOW) of Initial Phase activities
started on this days report.
m. Follow-Up Section: Lists Construction Activity Numbers, Description of Work performed for Follow-Up phases of each
Definable Feature of Work to include specifications references, locations, etc.
n. Material Received Section: Material received since last QC inspection only. The construction inspector has the
responsibility of checking on-site materials. A remark will be made in this block about material compliance with plans and
specifications, proper stowage, protection from the elements, etc. If a substitution is made, a statement is required
regarding the circumstances leading to the substitution and the authority for making the substitution.
o. Delays/Safety Hazards Present: Anything that creates a delay to the scheduled completion of the project should be
recorded here, such as inclement weather, transportation of materials, equipment breakdowns, etc. List specific safety
hazards that require correction.
p. Remarks: This is the catch-all-block. Record the Construction Activity Number, Crew Members assigned to the activity
and the description of work performed. Any item of particular interest is recorded here. In this block, tell how it is being
done, site conditions, job conditions, quality of work (good, bad, acceptable), and any items found unsatisfactory. Briefly
explain what action was taken or will be taken to correct the deficiencies.
2
Enclosure (8)
q. Description of Work Performed: Do not write down the name of the construction activity, give the actual description of
the work that is being performed (i.e. hanging drywall, taping drywall, applying finish coat of compound to drywall, etc.).
r. Percent Complete: Previous WIP% complete and Current WIP% complete for the construction activity as reported to
the prime company on project SITREP.
s. Signatures: Self-explanatory
t. Routing Block: This area of the QC Report is designated for internal battalion routing comments as well as ROICC
Quality Assurance Representative remarks.
3
Enclosure (8)
Enclosure (9)
FAR Number:
FIELD ADJUSTMENT REQUEST (FAR)
Page_______ of_______
Project Number:
Project Title:
Submitted By:
Date:
Description of and reason for request: (include drawing and sheet numbers
and attach drawings as necessary for description)
Route
Approved:(In Disapproved:(I Date:
Estimated Additional Cost:
to:
itial)
nitial)
Prime
Co.
QC
Estimated Additional
Mandays:
Eng.
S3
ROICC
As
Built:____________Date:_____
ROICC
(Initial)
Signature:__________________________________ ______
______
Notes:
1. Route original and 3 copies to ROICC.
2. ROICC returns original and 2 copies.
Enclosure (11)
LIST OF DEFINABLE FEATURES OF WORK (DFOW)
SPEC
SECTION
SCHEDULE
ACTIVITY ID
16200
09220
09800
09810
10600
10610
16700
15110
08200
09700
09710
DESCRIPTION
Rough Electrical
Hang Drywall Unit 4
Apply Text Coat Unit 3
Apply Text Coat Unit 4
Install Cabinets Unit 3
Install Cabinets Unit 4
Finish Electrical
Finish Plumbing
Install Doors and Closets
Install Laminate Flooring Unit 3
Install Laminate Flooring Unit 4
PREPARATORY MEETING DATE
PLANNED
22JAN09
ACTUAL
22JAN09
INITIALS
INITIAL MEETING DATE
PLANNED
23JAN09
30JAN09
ACTUAL
23JAN09
22JAN09
INITIALS
Enclosure (12)
From:
To:
Commanding Officer, U. S. Naval Mobile Construction Battalion XXXX
Commander XXXXXXX Naval Construction Regiment
Subj:
DISPOSITION OF PROJECT DOCUMENTATION ICO (Enter project number and title)
Ref:
(a) COMFIRSTNCDINST 4355.1A
1. The subject project was completed (Enter Completion Date) and the prescribed
project package archive period has elapsed. In accordance with reference (a), request
disposition guidance for the project documentation.
2. XXXXXXXX is the command point of contact and can be reached at XXXXXXXXX.
J. R. WAYNE
Copy to:
S3
R3
Enclosure (13)