Introduction to Supervision, Inspection and Total Quality Control Flashcards
Construction engineering and inspection services provided during the construction phase of a project
usually include monitoring of the construction work
inspection and testing,
monitoring progress against the construction
schedule,
checking and recommending interim and final
payments, administration of changes,
maintaining and filing records for audits, and
providing documentary records that the project has
been built in accordance with plans and specifications
Duties of a Construction Inspector (CI)
• Communicate with the contractor as to what work is planned
• Be familiar with permit requirements
• Complete daily reports
• Inspect the work and materials incorporated
• Record quantities for completed work
• Check and verify layout
• Schedule and monitor testing
• Attend progress and related job meetings
• Identify and record any subcontractors that are on the project
Keep photographic records
•Monitor the contractor’s short-term schedules
•Identify and report to the CE any contract irregularities that
may require a change order or contingency spending
•Notify the CE immediately of any potential claims
•Identify and notify of any non-compliance work
•Do a final inspection
•Do a one-year warranty inspection
Quality in Construction Works
Quality means excellence.
It is thus a philosophy rather than a
mere attribute.
The difference between two objects
is judged by their qualities.
We set some standards which
determine the level of acceptability
Quality control means rational use of
resources.
Quality control prevents temptation
of overdesign.
Quality control procedures
implement:-
appropriate mixing,
proper compaction,
correct placement and
adequate curing
Quality control ensures:-
strict monitoring of every stage
of concrete production and
rectification of faults.
Quality control reduces
maintenance costs.
Plan, Do, Check and Act Cycle
Plan- quality
Do- Working Systematically
Check- checking with non conformance
Act- upon the result
The above 20 no construction mistakes may result in
Cracks in concrete.
Improper bonding between concrete
and brick masonry.
Spillage of plaster.
Dampness of walls.
Leakage of slabs.
Cracks in brick masonry.
Settlement of foundation and walls.
Knowing the 20 No mistakes occurr during construction phase ( for planning purpose )
The cement sand mix in the mortar and brick
masonry is made quite early, prior to its use and
in larger quantities than required.
The construction materials like sand,
bricks, Aggregate etc are not washed
and are full of deleterious material and
dust.
Compaction of bottom strata in
foundation work is not carried out.
During concreting of footing, the
concrete is poured at a height greater
than 1m.
Generally, trapezoidal footings are
resorted to where concrete is never
vibrated.
Reinforced concrete column, being
an important part of the structure
are neither mechanically vibrated
nor machine mixed.
They are cast in short lifts with
increased number of joints.
Cover to reinforcement in column,
beams and slabs is insufficient.
No cover to reinforcement in contact
of the ground
Misalignment of column at foundation
level and rectification at higher level,
leading to eccentric loading.
Reinforced coping at plinth level
being an important barrier to
dampness is never densely cast.
The plinth filling is never carried
out in layers nor compacted.
The joint of brick masonry at larger
height are improperly racked.
Mixing ratio in plaster and brick
masonry is not maintained.
In the case where beams are cast
prior to slabs :
In large slabs, the concrete in
beams starts setting before
casting of RC slab.
The concrete spilled on the sides
of beams while casting is never
removed which gets set subsequently
Reinforcement of RC column is
kept exposed above RC slab.
Hacking to concrete surface is
poorly done prior to Plastering.
Bearing to lintels on both the ends
is not sufficient.
In load bearing structure ,secondary
beams are resting directly on the
walls giving point loading.
Proper care for uplift pressure in
black cotton soil is not taken in
by proving with
ground beam
Combined footing
At the joints of Reinforced
concrete and brick masonry,
either :-
the RC surface is not roughned
or filling of mortar at the joint is
not evident.
Causes for poor quality can be
summarized as?
-ignorance
-poor
-materials
-poor design
-poor detailing
-poor workmanship
-improper quantity of cement
-improper concrete mix
-excess water
-inadequate compaction,
-substandard forms
-inadequate curing
-inadequate cover
-poor construction practices
-poor supervision
-above all lack of technical knowledge.
True or false
With the increase of quality of design, cost increase is exponential but value addition initially decreases, but starts saturating at of some point. Hence the optimum cost is arrived when slope of both the curves is same .
False (increases)
It provides all the tools to make sure your project turns out as planned harnessing everyone’s effort to achieve zero defects at lowest cost, and zero defects means continually satisfying customer requirements is viewed as a total commitment to manage a firm’s resources to achieve the highest levels of
performance in everything in which the
firm is involved.
Project Quality Management
It is a method for ensuring that all the
activities necessary to design, develop
and implement a product or service are
effective and efficient with respect to
the system and its performance
PROJECT QUALITY MANAGEMENT
THREE MAIN COMPONENT OF QUALITY
MANAGEMENT
- Quality Control
- Quality Assurance
- Quality Improvement