Now we will discuss the common Field Quality Plan for Civil work .
- Classification of checks like A,B,C and D depends on the importance of the activity . Most important activity which need vendor signature , consultant signature and customer signature is termed as A. B is slightly less important therefore may be or may not be require the presence of customer. Like that it goes up to D or more. All this classification of checks should be discussed and finalised before the start of work.
- Type of checks can be classified as R = record verification , V = Visual , M = measurement , P = Physical , T =Test
Following are few items subjects to field quality checks . These are samples only. There are many more items will be under FQP's purview.
i) Bricks
ii)
Earth Work
iii)
Cement
iv)
Fine Aggregate (Sand)
v)
Course Aggregate
vi)
Reinforcing Steel
vii)
Water
viii)
Form Work (Shuttering)
ix) Concreting
There are number of items which comes under FQP in civil work.
Area of Work : Civil works Sub System of Civil works : Bricks ; Activities : Construction
s.no. Description toc instrument class Ref. doc frequency format
1.0 Ensure that the
bricks are
free from cracks, war page
and of uniform colour. V B IS codes 1:10000 protocol
Check for bond / closers
thickness of joints in masonry,
Line, level and plumb, M Tape ,spirit level B IS codes 1: 10000 Protocol
1.2 Compressive
strength &
water absorption M laboratory B IS codes 1:10000 Protocol
Earth work ( excavation , filling ,compaction etc)
2.0 Standard Proctor Test M Laboratory A IS codes Note 1 Protocol
2.1 Relative Density Index M Laboratory A IS codes Note 1 Protocol
2.2 Dry Density by Core Cutter
Method
/ Sand Displacement
Method M Laboratory A IS codes Note 1 Protocol
2.3 Moisture Content of Fill
before
Compaction M Laboratory A IS codes Note 1 Protocol
2.4 Dry density by Proctor
Needle Penetration M Laboratory A IS codes Note 1 Protocol
Cement
3.0 a) Consistency of cement M Laboratory A IS codes Note 2 Protocol
Initial and final setting time (vicat needle)
Compressive strength (testing m/c)
3days & 7 days
4.0 Sand ( Types of Test carried out on sand before acceptance )
a)
Silt & Clay content M Laboratory A IS codes Note 3 Protocol
b)
Sieve analysis (Particle size
and shape)
c)
Bulking of sand
d)
Specific gravity, density,
voids & absorption
e)
Moisture content
f)
Deleterious materials
g)
Petrographic examination
h)
Soundness
i) Reaction
with Alkali :
Mortar making properties
5.0 Coarse Aggregate (Types of test carried out on coarse aggregate before acceptance.
a)
Sieve Analysis (Particle Size
and Shape)
b)
Moisture content
c)
Specific gravity
d)
Crushing Strength
e)
Bulk density
f)
Absorption value, Abrasion
value & Impact Value
g)
Voids
h)
Soundness
i)
Reaction with Alkali
j)
Petrographic examination
k)
Deleterious materials
l)
Temperature Cycle test
m)
Flakiness
The above tests are carried out site Laboratory as per IS codes mentioned in the FQP ,measured and protocol ed .
For actual work tests mentioned in the FQP to be followed strictly. FQP mentioned above is only for example.
SOME OF THE LABORATORY EQUIPMENT SHOWN ABOVE.
Useful Information..Thanks
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