STANDARD FIELD QUALITY PLAN
ITEM: CIVIL WORK
SUB:- SYSTEM:---------SL.NO
.
1
1
1.1
ACTIVITY AND
OPERATION
2
CHARACTERISTICS
3
TO BE USED FOR:PROJECT :- CC weigh bridge road job
PACKAGE :- CIVIL WORK
CONTRACT NO.:- MAIN CONTRACTOR:
FQP NO. CC Weigh bridge, Rev.00
PACKAGE:- Y section road works
SO NO.:- DATE:PAGE:- TOMPL, Talabira mines
ACCEPTANCE
NORMS
8
FORMAT OF
RECORD
9
D*
As per Contractor's As per Contractor's
scheme for
scheme for
Excavation/approv ed Excavation/appro
drg
ved drg
√
CLASS OF
CHECK#
4
TYPE OF
CHECK
5
QUANTUM
OF CHECK
6
REFERENCE
DOCUMENT
7
B
Visual
Random
B
Measurement
100%
- do -
- do -
RW
RW
B
- do -
100%
- do -
- do -
RW
- do - do -
- do - do -
RW
RW
√
√
REMARK
10
EXCAVATION
1.2
1.3
Nature of Soil/ Rock
Initial ground level
Dimension of Pit
1.4
Final Pit/ Bed Level
1.5
Slide Slope
B
B
- do - do -
100%
Random
Grain Size Analysis
A
Physical
Note-1
IS 2720-part IV
IS 2720-part IV
SR/TR
2.2
Liquid and Plastic
A
- do -
Note-1
IS 2720-part V
IS 2720-part V
SR/TR
2.6
Moisture content of Fill
before compaction
A
- do -
Note-1
IS2720-part II
IS2720-part II
SR/TR
2.7
1) For fill material lab
density
A).Maxi Dry Density
B).Optimum Moisture
2) Field Density: Dry density
by core cutter method or Dry
density in Place by sand
displacement Method
Standard Sand 1.00mm
passing & 600 micron retain
A
Physical
One per sourse
& every change
IS:2720 (P-7&8)
For reference
TR
A
Physical
Note-4
IS:2720
(part-xxvii)
IS:2720
(part-xxvii)
SR/TR
√
B
- do -
IS 2720 part 8
IS 2720 part 8
SR/TR
√
B
Review
100%
IS 269 2015
IS 269 2015
B) Storage of Cement
B
Visual
100%
IS 4082
IS 4082
SR
C) Retesting of Cement for
compressive strenth and
setting time if stored more
than 60 days in contractor
A
Testing
One Sample per
Batch
IS 4031
IS 4031
TC
Note-5
IS2386(partIII) IS
456 & IS 383
IS2386(partIII) IS
456 & IS 383
SR/TR
√
IS 2386 (p I) & IS
383 2016
IS 2386 (p I) & IS
383 2016
SR/Lab
Report
√
IS2386(partIII) IS
456 & IS 383 2016
IS2386(partIII) IS SR/TR & Lab
456 & IS 383 2016 Report
√
On per each source
√
These test will be carried out while
estabilishing design mix and results
shall be initiated to site for review and
approval
2
2.1
2.8
3.1
3.1.1
CEMENT
3.1.3
3.1.4,
a)
√
per 3000 m3 MDD & OMC lab test
√ report reqd as per MORT&H
section 900
TC
Min 06 no of sample for every
1000sqm area as per MORT&H
section 900
√ Manufacturer's TC for each batch to be
reviewed
Cement to be stored on raised
√
plateform in a weather tight covered
√
Coarse Aggregate
Fine Aggregate
ADMIXTURE
WATER
3.1.4,
b)
√
Note No. 1 Minimum 2 Samples in
every 3000 cum of each type and source
of fill materials
CAST-IN-SITU
CONCRETE
MATERIALS
A)TC as per IS 269 2015
3.1.2
√
FILL MATERIALS & GSB
Degree of compaction fill
3.0
√
√
a) Moisture Content
B
Physical
b) Parties Size & Shape
(Slieve Analysis,
Determinations of material
finer than 75 micron,
flakeness Index, Elongation
A
- do -
d) Specific gravity, bulk
density, voids matter
absorption
B
Physical
h) Impact Value
B
Physical
Once per source
IS 2386 part 4 IS 383
& every change
2016
of source
IS 2386 part 4 IS
383 2016
SR/TR & Lab
Report
a) Moisture content prior to
castng for rainy days
B
- do -
Every day
Before Start of
work
IS 2386 (P III) IS
383 2016 & IS
2386 (VI)
SR/TR & Lab
Report
b) All others tests similar to
coarse aggregate like
Grading, FM
B
- do -
Once per source
& every change
of source
Brand & Batch No.
B
Physical
100%
B
- do -
Quarterly for
each source
B
- do -
- do -
a) Test for acidity and
alkalinity by neutralization of
water using indicator and
check for sulphate and
chloride
b) Test for ascertaining limit
of solid
c) Test of PH value
d) Organic, Inorganic ,
Sulphate & chloride content
B
B
- do - do -
While
establishing
design mix and
once per 250
cum or / change
While
establishing
design mix and
once per 250
cum or / change
of source
- do - do -
IS 2386 (P III) IS
383 2016 & IS
2386 (VI)
√
After Mfg. 90 days retesting reqd.
before using at site
Note - 5
Once for each stock of 250 cum or part
there of expect during monsoon when
this has to be done everyday before start
of concreting
These test will be carried out while
estabilishing design Mix and results
shall be intimated to site for review and
approval, per 250 m3 periodical
checking reqd.
Volume of sand & weight of water shall
be adjusted as per moisture content
Fresh lab test reqd. if source is
changed, Grading & FM periodical
checking reqd. for every 250 m3
concrete qty
IS - 9103 1999 &
Appd. Design Mix
IS - 9103 1999 &
Appd. Design Mix
TR
IS 3025 (P-22 & 23) IS 3025 (P-22 & 23)
IS 456
IS 456
TR
IS 3025 (P-18) IS 456
IS 3025 (II)
456
IS 3025 (II)
456
IS
IS
IS 3025 (P-18) IS
456
IS 3025 (II) IS
456
IS 3025 (II) IS
456
Admixture brand is as per established &
Approved trial mix.
100 ml of water should not require more
than 5 ml 0.02 NNaoH (using
√ phenolphthatic indicator) and 25 ml of
0.02 N sulphuric acid
TR
√
TR
√
TR
√
3.1.5
Concrete
a) Workability (Slump) Test
B
CONCRETE
CONVEYING &
PLACING
IS 456 2000 & IS
1199 part 2 2018
IS 456 2000 & IS SR/TR /& Lab
1199 part 2 2018 report
Min 4 trail Mix
with & without
admixture for
each grade of
concrete
IS 456 2000, clause
15.2.2, IS
516 part section 1
2021,IS
10262 2019
IS 456 2000, clause
15.2.2, IS
516 part section 1
2021,IS
10262 2019
b) Trial Mix ( Cubes
compression strength) Mix
Design
A
Physical
c) Compressive strength of
cubes
A
- do -
d) Water Cement Ratio
B
Physical
e) Cement Content
4
Physical
One sample
every batch
- do -
Sampling as per
IS 516 part 1 section IS 516 part 1 section
IS 456 2000,
SR/TR
1 2021
1 2021
clause 15.2
At Random at
SR/ Lab
Appd Design Mix
Appd Design Mix
the time of
Report/ TR
SR/TR & Lab
- do - do - do Report
IS 9103 1999, ASTMIS 9103 1999,
TR
C
ASTM- C
100%
494 & apped design 494 & apped design
Mix
Mix
f) Admixture for Concrete
B
Testing
g) Dimension and
Visual examination of
finished Structure
B
Visual &
Measurement
100%
IS 456 2000 clause
11.1 & Drawing
IS 456 2000 clause
11.1 & Drawing
A
- do -
100%
IS 4925 2004
IS 4925 2004
A
Measurement
100%
IS 4925 2004
IS 4925 2004
B
Physical
100%
a) Mixing of concrete
(Calibration of concrete
Mixture)
b) Calibration of batching
plant
c) Handing and
transportation.
SR/TR
­
5
√
testing as per reqd. frequency
√
√
√
√
Calibration
cont of Mix
√
SR
C 94
d) Placement of concrete
√
For trial Mix min 6 cubes for each
Mix out of which 3 cubes shall be tested
at 7 days and remaining 3 cubes shall be
tested for 28 days comp. Strength of Mix
design test shall be carried out by NABL
agency
SR
- do -
As per
As per
construction erection
construction erection
methodology, ASTM
methodology
Slump test for medium and high
workability & construction factor test for
√ medium and low workability. For RMC
as per IS 4926 2003 workability
tolerence applicable.
- do -
100%
- do -
e) Temp Control of concrete
for top deck of TQ
foundation
B
Physical
100%
­
Temp 35° C Max
SR
f) Check for placement
B
- do -
100%
­
As per Apped
Construction
methodology
SR
g) Compacting
B
- do -
Random
­
Check for
segregation as per
IS 456 2000
h) Curing
B
- do -
- do -
IS 456 2000
Check period of
curing as per
concreting
SR
d) Placement of concrete
C
Visual
100%
­
Before clearance for
concreting
SR
a) Material approval
A
TPI
b) Mechanical and chemical
properties
A
TC Review
Ad mixture brand must be as per
established & Approval mix design.
Raft, footing & column beam
dimesional tolerance
Concrete Mixture shall be
calibrated at time of starting & sequently
once in three months
To be calibrated at the time of
√ starting & subquently once in 3 months
internally & once in year
Free fall of drop shall be limited to 150
cm unless permitted.
Concrete should be placed with in
30 minuted of its removal from
SR
B
As per printed Report from
computerized batching plant for each
- do -
No concrete shall be placed until
the place of deposit has been removed
√
Appropriate shall be taken to control the
concrete temp
If water accumulates at surface due to
bleeding or other causes, concreteing
shall be stopped as far as possible for
reconsideration of Mix design.
Accumulated water shall be removed by
sponge.
SR
√
Exposed concrete surface shall be
protected against heating & drying for at
least 72 hours after placement curing
compound may be used.
Reinforement
c) Cutting tolerance
d) Freedom from crack &
surface flow Lamination
Once per Brand IS 1786 2008 Amnd
IS 1786 2008
approval &
3 2018, IS
Amnd 3 2018, IS
every change of 432 & IS 1599 & IS 432 & IS 1599 & IS
1608
1608
Brand
100%
IS 1786 2008 & IS
432
IS 1786 2008 & IS
432
IS 1852
IS
432 IS 1786
Test Report
TC
Sample will be collected at site /
manufacturer and test will be performed
at NAPL approved lab by AEL
witnessed
TC for each batch shall be requried
√ Repeated test may be carried out as per
requirement of site engineer.
B
Measurement
100%
IS 1852
IS
432 IS 1786
B
Visual
Random
- do -
- do -
SR
Review
100%
IS 2502
Drawings
SR
- do -
- do -
100%
- do -
- do -
- do -
- do -
SR
√
IS 456 Bar
Bending Schedule
Drawings & bar
schedule
IS 456 Bar
Bending Schedule
Drawings & bar
schedule
SR
√
IS 1838 part 1 1983
IS 1838
SR/
LB
Tolerance as per specification
To be checked at site steel material
to be stored properly to prevent rusting.
Placement of
reinforcement steel
6.0'
a) Check for bar bending
schedule with necessary laps,
spaces & chairs,
b) Check for cover, spacing
of bars
c)check for bending of
bars
d) check for spacer and chair
after reinforncemnt cage is
put inside the framework
e) Lapping of bars
I) Check all joint
crossing
7
Joint of Concrete Materials
Installation & Fixing
a) Bitumen impregnated
board
b) PVC water stop
c) Bitumen sealing
compound
d) Two Part poly
sulphide sealant
e) Expanded Polystyrene
board
B
B
B
Review &
mesurment
Visual &
measurement
B
- do -
100%
B
Visual
100%
B
Visual
Random
A
Review TC
One / lot
A
- do -
One / lot
IS 12200
IS 12200
A
- do -
One / lot
IS 1834 1984
IS 1834 1984
A
- do -
One / lot
IS 12118 1987
IS 12118 1987
A
- do -
One / lot
IS 4671 2018
IS 4671 2018
B
Visual
Random
Specn
Specn
SR
SR
SR
TC
√
√
TC
TC
√
√
TC
√
TC
√
SR
50 D as per SOP
FQA
representative
CONTRACTOR - QA/QC
Prepaerd By:
Sasanka Dey
GM, Head QC.
JP AUTOCLAVERS & CO.
FQA Head