QUALITY CONTROL REPORT (PACKAGE-B)
S.N
o.
Name of the Test
Testing
Method
Frequency of
test
Specification
Requirement
(i)
OGL
1
Sampling
2
Free Swell Index
3
Sand Content Test
4
Atterberg Limits
5
Max Dry Density /
Optimum Moisture
Content Test
IS 2720 (Part
8)
As required
95%
6
CBR
IS 2720 (Part
16)
1 test / 3000m3
7
Field density of the
Compaction Layer
IS 2720 (Part
28)
8
Moisture Content Test
IS 2720 (Part
2)
(ii)
Embankment (Borrow
Area)
IS 2720 (Part
1)
IS 2720 (Part
40)
IS 2720 (Part
4)
IS 2720 (Part
5)
Quantity
of Work
During this
Period
1 sample/
250m2
Number of tests conducted
Up to last
During this
Up to date
month
Month
Passe Fail Pass Faile
Fail
Passed
d
ed
ed
d
ed
775
0
0
0
775
0
As required
50% max
651
0
0
0
651
0
As required
Limit not Specified
651
0
0
0
651
0
As required
LL < 70%, PI ≤ 45%.
651
0
0
0
651
0
651
0
0
0
651
0
8% min. at 97% of
Lab MDD
348
24
0
0
348
24
As required
Not less than 95%
of Lab MDD
3700
24
0
0
3700
24
As required
(-2% to 1% OMC.)
3053
0
0
0
3053
0
As
Required
IS 2720 (Part
1)
IS 2720 (Part
40)20
1
Sampling
2
Free Swell Index
3
Sand Content Test
IS 272 (Part 4)
4
Atterberg Limits
IS 2720 (Part
5)
2 tests /
3000m3
2 tests /
3000m3
5
Max Dry Density /
Optimum Moisture
Content Test
IS 2720 (Part
8)
2 tests /
3000m3
6
CBR
IS 2720 (Part
16)
1 test / 3000m3
iii
Test on Existing
Shoulder material &
Excavated Material
1
Sampling
2
Free Swell Index
3
Sand Content Test
IS 272 (Part 4)
4
Atterberg Limits
IS 2720 (Part
5)
2 tests /
3000m3
2 tests /
3000m3
IS 2720 (Part
8)
2 tests /
3000m3
As per MorT&H
cl.302.
IS 2720 (Part
16)
1 test / 3000m3
As per MorT&H
cl.302.
5
6
Max Dry Density /
Optimum Moisture
Content Test
CBR
IS 2720 (Part
1)
IS 2720 (Part
40)20
As required
25 mc/c
1430
0
0
0
1430
0
As required
50% Max.
1267
00
0
0
1267
0
00
0
0
0
0
0
1267
Limit not Specified
L.L < 70%, P.I ≤
45%.
Up to 3m ht 1.52
g/cc & more than
3m ht 1.6 g/cc.
8% min. at 97% of
Lab MDD
As required
25 mc/c
As required
50% Max.
Limit not Specified
L.L < 70%, P.I ≤
45%.
As
Required
1267
1267
1267
1267
0
0
1267
0
0
0
559
0
0
0
559
0
494
0
1
0
495
0
0
1
0
0
1
0
0
1
0
494
494
494
494
438
0
495
495
495
0
0
0
495
0
1
0
0
1
0
0
439
0
(ii)
Embankment
1
Sampling
2
Free Swell Index
3
Sand Content Test
4
Atterberg Limits
5
6
7
(iii)
1
Max Dry Density /
Optimum Moisture
Content Test
Field density of the
Compaction Layer
Moisture Content Test
As required
IS 2720 (Part
40)
IS 2720 (Part
4)
IS 2720 (Part
5)
IS 2720 (Part
8)
IS 2720 (Part
28)
IS 2720 (Part
2)
Sub grade
Sampling
2
Free Swell Index
3
Sand Content Test
4
Atterberg Limits
As required
2 tests /
3000m3
2 tests /
3000m3
2 tests /
3000m3
1 test / 1000m2
1 test / 250m3
2134
2134
50% Max.
Limit not Specified
L.L < 70%, P.I ≤
45%.
Up to 3m ht 1.52
g/cc & more than
3m ht 1.6 g/cc.
Not less than 95%
of Lab MDD
3925.0
Cu-m
19625
Sq-m
1 test / Source
(-2% to 1% OMC)
2 tests /
3000m3
2 tests /
3000m3
50% Max.
Limit not Specified
L.L < 70%, P.I ≤
45%.
2134
0
0
0
2134
11
11
11
11
250.0
Cum
1497
Sq-m
0
0
0
0
2145
2145
2145
2145
0
0
0
0
2145
11
0
As required
IS 2720 (Part
40)
IS 2720 (Part
4)
IS 2720 (Part
5)
2134
0
0
0
20638
216
120
14
20758
230
20638
176
120
14
20758
190
1273
1273
0
2
0
0
0
2
0
1275
1275
0
2
0
0
2
0
1273
1273
1275
1275
0
0
0
5
Max. Dry Density /
Optimum Moisture
Content Test
6
CBR
7
Field density of the
Compaction Layer
Moisture Content Test
(iv)
1
Granular Sub Base
Max Dry Density /
Optimum Moisture
Content Test
IS 2720 (Part
8)
IS 2720 (Part
16)
IS 2720 (Part
28)
IS 2720 (Part
2)
2 tests /
3000m3
1 test / 3000m3
1 test / 500m2
1269
Not less than 1.75
g/cc.
8% min. at 97% of
Lab MDD
Not less than 97%
of Lab MDD
1 test / 250m3
(-2% to 1% OMC)
IS 2720 (Part
8)
1 test / Source
MORT&H-900
0
2
0
0
1011
0
2
0
1013
0
18037
147
20
4
18057
151
18037
93
20
4
18057
97
35
0
0
0
35
0
2128
5
2
0
2130
5
2128
75
2
0
2130
75
8
0
0
0
8
0
4
0
0
0
4
0
39
0
2
0
41
0
2
Gradation
IS 2386 (Part
1)
1 test / 200m3
3
Atterberg Limits
IS 2720 (Part
5)
1 test / 200m3
4
CBR
IS 2720 (Part
16)
As required
30% Minimum
5
Water Absorption
IS 2386 (Part
3)
1 test / Source
> 2% then
Soundness test
need to conduct
6
10% Fine value
1 test / Source
50KN Min.
7
Moisture Content Test
1 test / 250m2
(-2% to 1% OMC)
6247
62
10
2
6257
64
8
Field density of the
Compaction Layer
1 test / 500m2
Not less than 98%
of Lab MDD
6247
92
10
2
6257
94
BS 812 (Part
111)
IS 2720 (Part
2)
IS 2720 (Part
28)
As per MORT&H
Table 400-1.
LL not more than
25 and
PI not more than 6
1271
66.6
Cum
333.0 sq-m
(v)
1
WMM
Max Dry Density /
Optimum Moisture
Content Test
IS 2720 (Part
8)
Aggregate Impact
Value
Combined Flakiness &
Elongation
IS 2386 (Part
1)
IS 2720 (Part
5)
IS 2386 (Part
4)
IS 2386 (Part
1)
6
Field density of the
Compaction Layer
7
Moisture Content Test
8
Sand Equivalemt
Value Test
2
Gradation
3
Atterberg Limits
4
5
(vi)
1 test / Source
1 test / 100m3
1 test / 100m3
MORT&H-900
As per MORT&H
Table 400-11
PI not more than
6
1 test / 200m3
30% max
1 test / 200m3
30% max
IS 2720 (Part
28)
1 test / 500m2
Not less than 98%
of Lab MDD
IS 2720 (Part
2)
As required
(-2% to 1% OMC.)
1 test / 200m3
Limit not Specified
32
0
0
0
32
0
4318
0
18
0
4336
0
0
18
0
4318
1331.2
Cum
8875
sq-m
4336
0
2515
0
9
0
2524
0
2515
0
9
0
2524
0
9380
118
60
9
9440
127
9380
78
60
9
9440
87
3207
0
0
0
3207
0
Cement & Concrete
0
1
Consistency Test
IS 4031 (Part
4)
1 Test /
Consignment
Not Less than 28
2
Setting Time
IS 4031 (Part
5)
1 Test /
Consignment
3
Fineness Test
IS 4031 (Part
3)
1 Test /
Consignment
Cement4.0 lot
370
0
4
0
374
0
Initial not < 30 min
Final not > 600
min
370
0
4
0
374
0
Not > 10%
370
0
4
0
374
0
4
4.A
5
6
7
8
9
10
11
Compressive Test
IS 4031 (Part
6)
1 Test /
Consignment
Soundness test
IS 4031 (Part
6)
1 Test /
Consignment
IS 383
As required
Coarse Aggregate
Gradation
Fine Aggregate
Gradation
Specific Gravity and
Water Absorption
Aggregate Impact
Value
Flakiness / Elongation
Test
Workability / Slump
Comp. Strength of
Concrete
Comp. Strength of
Concrete
IS 2386
(Part1)
IS 2386
(Part3)
IS 2386
(Part4)
IS 2386
(Part1)
As required
As required
As required (1
test / day min.)
As required (1
test / day min.)
3/7/28 days
2052
0
21
0
2073
0
370
0
4
0
374
0
5896
0
108
0
6004
0
5896
0
108
0
6004
0
Max. 2%
39
0
0
0
39
0
30% max.
3132
0
54
0
3186
0
35 % max.
3132
0
54
0
3186
0
Cum
As per design
requirement
As per design
requirement
IS 1199
As required
Mix Design/Site
4148/
37469
0
0/
168
0
4148/
37637
0
IS 516
7 days/28 days
Mix Design
2230
0
0
0
2230
0
IS 516
7 days
15325
0
0
00
15325
0
24639
0
0
0
24639
0
5964
453
0
0
74
105
0
0
6038
558
0
0
28 days
Site
Site
Concrete
PCC M-15 (Cum)
PCC M-20 (Cum)
IS 516
IS 516
7 /28 days
7 /28 days
Site
Site
Total 1091.69
cu-m
74.69
107.78
PCC M-25 (Cum)
PCC M-30 (Cum)
IS 516
Site
25.00
5952
0
5
0
5957
0
IS 516
7 /28 days
7 /28 days
Site
0.0
718
0
0
0
718
0
PCC M-35 (Cum)
PCC M-40 (Cum)
PSC/RCC M-45 (Cum)
PSC/RCC M-50 (Cum)
DLC (CUM)
PQC (Cum)
KERB (Cum)
(vii) Bitumen Tests
VG-30
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
IS 516
7 /28 days
7 /28 days
7 /28 days
7 /28 days
7 /28 days
7 /28 days
7 days/28 days
Site
Site
Site
Site
Site
Site
Site
63.50
439.30
259.50
0.0
0.0Cum
0.0
121.92
17628
2032
2725
46
670
1200
3673
0
0
0
0
0
0
0
57
25
025
0
0
0
33
0
0
0
0
0
0
0
17685
2057
2750
46
670
1200
3706
0
0
0
0
0
0
0
IS 1203
IS 1208
IS 1205
1 sample/ lot
2 samples/ lot
2 samples/ lot
60 - 70 mm
75 cm
45⁰C to 55⁰C
2197
2197
2197
IS 1202
As required
0.99 min
0
0
0
00
4.0- lot
1
2
3
4
1
2
3
4
5
1
Penetration
Absolute Viscosity
Softening Point
Specific gravity @
27⁰C
CRMB - 60
Penetration
IS 1203
IRC - SP-53 AElastic recovery 1 / ASTM D
5976
Softening Point IS 1205
Specific gravity @
IS 1202
27⁰C
Separation
TFOT on CRMB - 60
Penetration IS 1203
14
8
8
8
0
0
0
0
0
2205
2205
2205
14
0
0
0
0
0.0lot
1 test / 10 t
Less than 50
750
0
0
0
750
0
1 test / 10 t
50 min
750
0
0
0
750
0
1 test / 10 t
750
0
0
0
750
0
11
0
0
0
11
0
As required
60⁰C
As per Grade &
Requirements
4 max.
725
0
0
0
725
0
1 test / 10 t
60 % min of
19
0
0
0
19
0
As required
original
2
3
IRC - SP-53 AElastic recovery 1 / ASTM D
5976
Softening Point IS 1205
19
1 test / 10 t
35 min
1 test / 10 t
5⁰C max.
19
19
0
0
0
0
0
0
0
19
0
1.0- lot
Emulsion(css-2)&(RS-1)
1
2
Viscosity IS 1206
Residue by vaporation
1 sample/ lot
As required
30 - 150
60% min
273
269
0
0
1
1
0
0
274
270
0
0
3
Penetration IS 1203
1 sample/ lot
60 - 120
269
00
1
0
270
0
1 sample/ lot
50 cm min
151
00
1
0
152
0
23
23
0
0
23
23
7
7
0
0
7
7
4
1
2
4
1
2
3
Ductility is 1208
MSS Type -A &Type-B
IS 2386
Individual Gradation
(Part1)
IS 2386
Mix Gradation
(Part1)
Extraction & Sieve
ASTM-D-2192
analysis
Aggregate Impact IS 2386
Value (Part4)
DBM
Aggregate Impact IS 2386
Value (Part4)
IS 2386
Flakiness & Elongation
(Part1)
IS 2386
Individual grading
(Part1)
IS 2386
Combined grading
(Part1)
2 Tests/Day
2 Tests/Day
As per table 50026
As per table 50026
2 Tests/Day
MORT&H-500
6
6
0
0
6
6
1 test/50m3
Max 30%
7
7
0
0
7
7
1 test/50m3
27% max
3386
0
22
0
3408
0
1 test/50m3
30% max
2 Tests/Day
2 Tests/Day
As Table MORT&H
500-10
As Table MORT&H
500-10
986.6
Cum
3386
0
22
0
3408
0
8113
0
80
0
8193
0
1775
0
16
0
1791
0
1 test per 400 t
Extraction with
ASTM-D-2192 or 2 tests /
Gradation
day00
OBC + 0.3, -0.3%
1793
0
16
0
1809
0
5
Stability of Mix ASTM D-1075
2 SETS /day
i) Stability - 9.0 kN
Min
ii) Flow 2-4
iii) AV 3-6%
iv) VMA: Morth
Table 500-12
v) VFB 65-75%
1350
0
18
0
1368
0
6
Water sensitivity of
ASTM D-1283
Mix
As required
80%
14
0
0
0
14
0
2 Tests /day
Not less than 50
1490
0
1 test/250m2
0.98
4
7
Sand Equivalent Value
IS 2720 (Part
37)
9
Density Of Comp.
layer
Theoritical sp.gravity
10
Tack coat (Emulsion) IS 1203
1 test/500m2
2 to 3kg / 10m2
11
Prime coat (Emulsion) IS 1203
1 test/500m2
2 to 3kg / 10m2
8
2
IS 2386
(Part1)
IS 2386
Mix Gradation
(Part1)
Individual Grading
13154.7
sq-m
2 tests/day min
Bituminous Concrete
Grade 1
1
1490
21230
3369.5
0
0
0
11480
0
69
0
11549
0
1796
0
16
0
1812
0
6898
0
46
0
6944
0
2644
0
30
0
2674
0
1730
0
0
16
1746
0
452
0
0
4
456
0
401.50
Cum
2 Tests /day
2 Tests /day
As per MORT&H
table 500-18
As per MORT&H
table 500-189
3
4
5
6
7
8
9
10
11
12
13
14
15
1
2
3
Extraction & Sieve
ASTM-D-2192 2 Tests /day
analysis
Flakiness & Elongation IS 2386
1 test/50m3
Index (Part1)
IS 2386
AIV
1 test/50m3
(Part4)
IS 2720 (Part
Sand Equivalent Value
2 Tests /day
37)
Theoritical sp.gravity
Plasticity Index MORT&H-500 1 test/day
ASTM -DMarshall Stability
Min 6 no./day
1559
Retained Stability MORT&H-900 Min 3 no./day
Swell test MORT&H-900 1 test/day
OBC + 0.3, -0.3%
452
0
0
4
456
0
30% Max.
876
0
0
8
884
0
24% Max.
876
0
0
8
884
0
Not less than 50
201
0
0
0
201
0
2 tests/day min
Not more than 4
486
53
0
00
0
0
4
0
490
53
0
0
9 kN min. @ 60⁰C
3685
0
0
12
3697
0
Limit not Specified
Limit not Specified
21
0
0
0
0
0
0
0
21
0
0
0
4332
0
0
0
4372
0
0
0
0
0
0
0
2462
0
0
0
2462
0
60
0
0
0
60
0
12
0
0
0
12
0
12
0
0
0
12
0
8030.0
sq-m
Field Density
a)Core Cutting MORT&H-500 1 test/250m2
b)Nuclear Density
MORT&H-500 1 test/250m2
Gauge
Tack coat (Emulsion) IS 1203
1 test/500m2
Bituminous Concrete
Grade 2
IS 2386
Individual Grading
2 Tests /day
(Part1)
IS 2386
Mix Gradation
2 Tests /day
(Part1)
Extraction & Sieve
ASTM-D-2192 2 Tests /day
analysis
98% of lab
Marshal density
98% of lab
Marshal density
2 to 3kg / 10m2
0.0
As per MORT&H
table 500-18
As per MORT&H
table 500-18
OBC + 0.3, -0.3%
4
5
6
7
8
Flakiness & Elongation IS 2386
Index (Part1)
IS 2386
AIV
(Part4)
IS 2720 (Part
Sand Equivalent Value
37)
IS 2720 (Part
Plasticity Index
5)
ASTM -DMarshall Stability
1559
1 test/50m3
30% max
12
0
0
0
12
0
1 test/50m3
24% max
12
0
0
0
12
0
2 Tests /day
Not less than 50
4
0
0
0
4
0
1 test/day
Not more than 4
0
0
0
0
0
0
Min 6 no./day
9 kN min @ 60⁰C
28
0
0
0
28
0
9
Retained Stability MORT&H-900 Min. 3nos./day
Limit not Specified
3
0
0
0
3
0
10
11
Swell test MORT&H-900 1 test/day
Field Density
Limit not Specified
0
0
0
0
0
0
0
0
0
0
0
0
30
0
0
0
30
0
0
0
0
0
0
0
12
0
0
0
12
0
0
0
0
0
0
0
Max 30%
0
0
0
0
0
0
Max 30%
0
0
0
0
0
0
2644
6898
0
0
30
46
0
0
2674
6944
0
0
12
13
14
1
2
3
1
a)Core Cutting MORT&H-500 1 test/250m2
b)Nuclear Density
MORT&H-500 1 test/250m2
Gauge
Theoritical sp.gravity
Mastic Asphalt (sqm)
Extraction & Sieve
ASTM-D-2192 2 test/day
analysis
IS 2386
AIV
2 test/day
(Part4)
Flakiness & Elongation IS 2386
2 test/day
Index (Part1)
Prime Coat (sqm)
Rate of Spreading MORT&H-500 1 test/500m2
Tack Coat
MORT&H-500 1 test/500m2
98% of lab
Marshal density
98% of lab
Marshal density
2 tests/day min
Table-500-1
Table-500-2
3369.5
21230
Steel
1
Tensile strength IS 1786
2
Elongation IS 1786
3
Bend-rebend test IS 1599
4
Re-Bend test IS 1786
Carbon
Sulpher
5
Chemical test
Phosphrous
Sulpher &
Phosphrous
1
test/consignme
nt
1
test/consignme
nt
1
test/consignme
nt
1
test/consignme
nt
1
test/consignme
nt
1
test/consignme
nt
1
test/consignme
nt
1
test/consignme
nt
As per IS 1786
Table 3
420
0
0
0
420
0
As per IS 1786
Table 3
420
0
0
0
420
0
As per IS 1786
Table 4
420
0
0
0
420
0
As per IS 1786
Table 4.1
420
0
0
0
420
0
As per IS 1786
Table 4
141
0
0
0
141
0
As per IS 1786
Table 4
141
0
0
0
141
0
As per IS 1786
Table 4
414
0
0
0
414
0
As per IS 1786
Table 4
141
0
0
0
141
0
0.0 lots
Hume pipes
900 dia (LM)
1200 dia (LM)
Water
1
2
3
0.0
0.0
Chlorides
IS 3025 (Part
18)
IS 3025 (Part
11)
IS 3025 (Part
Suspended
17)
PH value
Chloride
contenet
Admixture
Dry Material
Content
Ash content
Density
DLC (cu-m)
PQC (cu-m)
Compressive
strength
Compressive
strength 7
days
Flexural
strength 7
2145
3075
0
0
0
0
0
0
0
0
0
2145
3075
0
0
1 test/Source
2000 mg/l for PCC
and
500 mg/l for RCC
1 test/Source
Not less than 6
28
0
0
0
28
0
1 test/Source
2000 mg/l
28
0
0
0
28
0
46
0
0
0
46
0
46
0
0
0
46
0
46
0
0
0
46
0
425
0
0
0
425
0
670
0
0
0
670
0
656
0
0
0
656
0
0
0
0
318
0
1
test/consignme
nt
1
test/consignme
nt
1
test/consignme
nt
3 density holes
each 2000 sq-m
3 sample 1000
sq-m
1 set of cubes
and 1 set of
beams per 150
cu-m & IRC-152002
28
0.0
cu-m
28
0
cu-m
318
318
days
Compressive
strength 28
days
Flexural
strength 28
days
1 set of cubes
and 1 set of
beams per 150
cu-m & IRC-152002
Workability
/slump
IS-1199
AS REQUIRED
318
0
0
0
0
344
0
0
0
344
0
344
0
0
344
0
37057
0
0
37057
0
QUALITY CONTROL REPORT OF ISOLUX (PACKAGE-A) :S.No. Name of the Test
(i)
Testing
Method
Frequency of test
Specification
Requirement
Quantity of
Work During
this Period
Number of tests conducted
Up to last
During this Month
month
Passed Failed Passed
Failed
Up to date
Passed Failed
OGL
1 Sampling
2 Free Swell Index
3 Sand Content Test
4 Atterberg Limits
IS 2720 (Part
1)
IS 2720 (Part
40)
IS 2720 (Part
4)
IS 2720 (Part
5)
1 sample/ 250m2
As required
As required
As required
Max Dry Density /
5 Optimum Moisture
Content Test
IS 2720 (Part
8)
As required
6 CBR
IS 2720 (Part
16)
1 test / 3000m3
Field density of the
Compaction Layer
IS 2720 (Part
28)
As required
8 Moisture Content Test
IS 2720 (Part
2)
As required
7
50% max
Limit not
Specified
LL < 70%, PI ≤
45%.
95%
673
38
0
0
673
38
540
34
0
0
540
34
563
0
0
0
563
0
465
1
0
0
465
1
571
0
0
0
571
0
190
4
0
0
190
4
7992
26
0
0
7992
26
7992
32
0
0
7992
32
As Required
8% min. at
97% of Lab
MDD
Not less than
95% of Lab
MDD
(-2% to 1%
OMC.)
(ii)
Embankment (Borrow
Area)
1 Sampling
2 Free Swell Index
3 Sand Content Test
4 Atterberg Limits
(ii)
IS 2720 (Part
1)
IS 2720 (Part
40)
IS 2720 (Part
4)
IS 2720 (Part
5)
As required
25 mc/c
447
22
0
0
447
22
As required
50% Max.
431
30
0
0
431
30
423
0
0
0
423
0
419
0
0
0
419
0
438
0
0
0
438
0
126
40
0
0
126
40
453
0
0
0
453
0
449
0
0
0
449
0
449
0
0
0
449
0
449
0
00
00
449
0
2 tests / 3000m3
2 tests / 3000m3
Max Dry Density /
5 Optimum Moisture
Content Test
IS 2720 (Part
8)
2 tests / 3000m3
6 CBR
IS 2720 (Part
16)
1 test / 3000m3
Limit not
Specified
L.L < 70%, P.I ≤
45%.
Up to 3m ht
1.52 g/cc &
more than 3m
ht 1.6 g/cc.
8% min. at
97% of Lab
MDD
As Required
Embankment
1 Free Swell Index
2 Sand Content Test
3 Atterberg Limits
Max Dry Density /
4 Optimum Moisture
Content Test
IS 2720 (Part
40)
IS 2720 (Part
4)
IS 2720 (Part
5)
IS 2720 (Part
8)
As required
2 tests / 3000m3
2 tests / 3000m3
2 tests / 3000m3
50% Max.
Limit not
Specified0
L.L < 700%, P.I
≤ 45%.0
Up to 3m ht
1.52 g/cc &
more than 3m
ht 1.6 g/cc.
0.0 cum
(iii)
Field density of the
5
Compaction Layer
IS 2720 (Part
28)
1 test /
6 Moisture Content Test
IS 2720 (Part
2)
1 test / 250m3
7 CBR
IS 2720 (Part
16)
1 test / 3000m3
Not less than
95% of Lab
MDD
(-2% to 1%
OMC)
8% min. at
97% of Lab
MDD
0.0
Sqm
23335
14
0
0
23335
14
23335
14
0
0
23335
14
14
0
0
00
14
0
471
0
0
0
471
0
471
0
0
0
471
0
471
0
0
0
471
0
471
0
0
0
471
0
263
40
0
0
263
40
33988
407
0
0
33988
407
33988
407
0
0
33988
407
Sub grade
1 Free Swell Index
2 Sand Content Test
3 Atterberg Limits
IS 2720 (Part
40)
IS 2720 (Part
4)
IS 2720 (Part
5)
Max. Dry Density /
4 Optimum Moisture
Content Test
IS 2720 (Part
8)
5 CBR
IS 2720 (Part
16)
Field density of the
6
Compaction Layer
IS 2720 (Part
28)
7 Moisture Content Test
IS 2720 (Part
2)
Granular Sub Base
(iv)
1000m2
1 test / Source
2 tests / 3000m3
2 tests / 3000m3
2 tests /
3000m3
1 test /
3000m3
1 test /
500m2
1 test /
250m3
50% Max.
Limit not
Specified
L.L < 70%, P.I ≤
45%.
Not less than
1.75 g/cc.
0.00Cum
8% min. at
97% of Lab
MDD
Not less than
97% of Lab
MDD
(-2% to 1%
OMC)
0.0
Sqm
Max Dry Density /
1 Optimum Moisture
Content Test
IS 2720 (Part
8)
1 test / Source
2 Gradation
IS 2386 (Part
1)
1 test / 200m3
3 Atterberg Limits
IS 2720 (Part
5)
1 test / 200m3
IS 2720 (Part
16)
As required
4 CBR
5 Water Absorption
6 10% Fine value
7 Moisture Content Test
Field density of the
8
Compaction Layer
(v)
WMM
Max Dry Density /
1 Optimum Moisture
Content Test
2 Gradation
IS 2386 (Part
3)
BS 812 (Part
111)
IS 2720 (Part
2)
49
0
0
0
49
0
1363
24
0
0
1363
24
1360
0
0
0
1360
0
30% Minimum
42
0
0
0
42
0
1 test / Source
> 2% then
Soundness
test need to
conduct
2
0
0
0
2
0
1 test / Source
50KN Min.
41
0
0
0
41
0
5677
34
0
0
5677
34
5677
34
0
0
5677
34
0
0
0
7
0
0
1 test / 250m2
MORT&H-900
As per
MORT&H
Table 400-1.
LL not more
than 25 and
PI not more
than 6
(-2% to 1%
OMC)
Not less than
98% of Lab
MDD
IS 2720 (Part
28)
1 test / 500m2
IS 2720 (Part
8)
1 test / Source
MORT&H-900
IS 2386 (Part
1)
1 test / 100m3
As per
MORT&H
0.00 cum
0.0
Sqm
0.0
Cu-m
40
2846
40
2846
0
7
Table 400-111
3 Atterberg Limits
IS 2720 (Part
5)
1 test / 100m3
PI not more
than 6
2832
.0
0
0
2832
.0
4 Aggregate Impact Value
IS 2386 (Part
4)
1 test / 200m3
30% max
1725
0
0
0
1725
0
IS 2386 (Part
1)
1 test / 200m3
30% max
1722
0
0
0
1722
0
Field density of the
6
Compaction Layer
IS 2720 (Part
28)
1 test /
500m2
7060
58
0
0
7060
58
7 Moisture Content Test
IS 2720 (Part
2)
As required
7060s
58
0
0
7060s
58
IS 4031 (Part
4)
1 Test /
Consignment
227
0
0
0
227
0
IS 4031 (Part
5)
1 Test /
Consignment
227
0
0
0
227
0
IS 4031 (Part
3)
IS 4031 (Part
6)
1 Test /
Consignment
1 Test /
Consignment
202
0
0
0
202
0
3 days
250
0
1
0
251
00
7 days
28 days
As per design
242
242
2555
0
0
0
1
3
4
0
0
0
243
245
2559
0
0
0
5
(vi)
Combined Flakiness &
Elongation
Not less than
98% of Lab
MDD
(-2% to 1%
OMC.)
0.0
Sq-m
Cement & Concrete
1 Consistency Test
020 setting Time
3 Fineness Test
4 Compressive Test
5 Coarse Aggregate
IS 383
As required
Not Less than
28
Initial not < 30
min
Final not > 600
min
Not > 10%
Cement-00consignment
Gradation
6 Fine Aggregate Gradation
7
Specific Gravity and
Water Absorption
8 Aggregate Impact Value
Flakiness / Elongation
Test
10 Workability / Slump
Comp. Strength of
11
Concrete
9
IS 2386
(Part1)
IS 2386
(Part3)
IS 2386
(Part4)
IS 2386
(Part1)
IS 1199
IS 516
M-10
IS 516
M-15
IS 516
M-20
M-25
IS 516
IS 516
M-30
IS 516
M-35
IS 516
M-40
M-45
IS 516
IS 516
As required
As required
As required (1
test / day min.)
As required (1
test / day min.)
As required
requirement
As per design
0requirement
1736
0
2
0
1738
0
Max. 2%
24
0
0
0
24
0
30% max.
226
0
0
0
226
0
35 % max.
227
0
0
0
227
0
28104
0
9
0
28113
0
As per design
3 days
Mix Design
104
0
0
0
104
0
7 days
28 days
7 days
28 days
7 days
28 days
7 days
28 days
7 days
28 days
7 days
28 days
7 days
28 days
7 days
28 days
7 days
Mix Design
Mix Design
Site
Site
Site
Site
Site
Site
Site
Site
Site
Site
Site
Site
Site
Site
Site
268
779
47
168
1086
1927
1367
2889
863
1690
896
1597
2664
6883
701
1639
516
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
268
779
47
168
1086
1928
1368
2914
869
1723
896
1602
2664
6883
701
1639
517
0
0
0
0
0
00
0
0
0
0
0
0
0
1
0
0
0
0.00
0.0 Cum
6.0 Cum
42.0 Cum
0.0 Cum
0.0Cum
0.0
1
1
25
6
33
0
5
0
0
0
0
1
Site
0.0Cum
28 days
(vii)
1
2
3
4
5
1156
0
9
0
1165
0
M-50
IS 516
7 days
28 days
Site
Site
0
0.0 Cum
386
1122
0
0
0
0
0
0
386
1122
0
0
Bitumen Tests
VG - 30
Penetration
Ductility
Softening Point
Specific gravity @ 27⁰C
IS 1203
IS 1208
IS 1205
IS 1202
1 sample/ lot
2 samples/ lot
2 samples/ lot
As required
60 - 70 mm
75 cm
45⁰C to 55⁰C
0.99 min
Min 2400
poise
Lot-0
MT-0.0
1086
0
1086
4
0
0
0
0
0
0
0
0
0
0
0
0
1086
0
1086
4
0
0
0
0
369
0
0
0
369
0
Absolute Viscosity at 60⁰C
CRMB - 55
1 Penetration
2 Elastic recovery
3 Softening Point
4 Viscosity
TFOT on CRMB - 60
1 Penetration
2 Elastic recovery
3 Softening Point
Emulsion(RS-1)
IS 1206
IS 1203
IRC - SP-53 A1 / ASTM D
5976
IS 1205
IS 1206 1978
IS 1203
IRC - SP-53 A1 / ASTM D
5976
IS 1205
As required
1 test / 10 t
Less than 50
1
0
0
0
1
0
1 test / 10 t
50 min
2
0
0
0
2
0
1 test / 10 t
60⁰C
As per Grade
&
Requirements
2
0
0
0
2
0
2
0
0
0
2
0
1 test / 10 t
50 - 70
0
0
0
0
0
0
1 test / 10 t
40 min
0
0
0
0
0
0
1 test / 10 t
50⁰C
0
0
0
0
0
0
As required
LOT-0,
0.0 MT
1 Viscosity
2 Residue by evaporation
3 Penetration
4 Ductility
IS 1206
1 sample/ lot
30 - 150
34
0
0
0
34
0
IS 1203
is 1208
As required
1 sample/ lot
1 sample/ lot
60% min
60 - 120
50 cm min
34
34
34
0
0
0
0
0
0
0
0
0
34
34
34
0
0
0
26
26
26
26
0
0
0
0
0
0
0
0
0
0
0
0
26
26
26
26
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Emulsion(css-2)
1
2
3
4
Viscosity
Residue by evaporation
Penetration
Ductility
MSS Type -A &Type-B
1 Individual Gradation
2 Mix Gradation
Extraction & Sieve
analysis
4 Aggregate Impact Value
LOT-00,
0.0 MT
IS 1206
IS 1203
is 1208
IS 2386
(Part1)
IS 2386
(Part1)
1 sample/ lot
As required
1 sample/ lot
1 sample/ lot
2 Tests/Day
2 Tests/Day
30 - 150
60% min
60 - 120
50 cm min
As per table
500-26
As per table
500-26
ASTM-D-2192 2 Tests/Day
MORT&H-500
0
0
0
0
0
0
IS 2386
(Part4)
Max 30%
0
0
0
0
0
0
1 test/50m3
DBM
0
1 Aggregate Impact Value
2 Flakiness & Elongation
IS 2386
(Part4)
IS 2386
(Part1)
1 test/50m3
27% max
2881
0
0
0
2881
0
1 test/50m3
30% max
2881
0
0
0
2881
0
3778
0
00
00
3778
0
00
0
0
1286
0
0
0
1286
0
0
0
0
0
0
0
As per Asphalt
Institute
Manual MS-2
1220
0
0
0
1220
0
0.98
16408
0
0
0
16408
0
153
0
0
0
153
0
153
0
0
0
153
0
Individual & Combined
3
grading
IS 2386
(Part1)
2 Tests/Day
4 Extraction with Gradation
ASTM-D-2192
1 test per 400 t
or 2 tests / day
5 Stability of Mix
ASTM D-1075
2 SETS /day
6 Water sensitivity of Mix
ASTM D-1283
As required
2 Tests
1 test per 10T on
Individual &
Mixed grade
1 test per 400 t
Binder Content & Grading
7
Mix
8
ASTM 2172
Density Of Comp.
layer(NDG)
BM
1
AIV
2
Flakiness & Elongation
Index
As Table
MORT&H 500100
OBC + 0.3, 0.3%
i) Stability - 9.0
kN Min
ii) Flow 2-4
0.0 cu-m &
iii) AV 3-6%
0.0
iv) VMA:
Sq.-m
Morth Table
500-12
v) VFB 65-75%
80%
1 test/250m2
IS 2386
(Part4)
IS 2386
(Part1)
1 test/50m3
27% Max.
1 test/50m3
30% Max.
0.0
CU-M
1220
1220
00
3
Individual & Combined
grading
IS 2386
(Part1)
2 Tests/Day
4
Extraction with Gradation
ASTM-D-2192
1 test per 400 t
or 2 tests / day
Density Of Comp.
layer(NDG)
Bituminous Concrete
Grade 1
5
1 test/250m2
1 Individual Grading
2 Tests /day
2 Mix Gradation
IS 2386
(Part1)
2 Tests /day
Extraction & Sieve
analysis
Flakiness & Elongation
4
Index
5 AIV
6 Sand Equivalent Value
7 Plasticity Index
8 Marshall Stability
9 Retained Stability
10 Swell test
280
0
0
0
280
0
60
0
0
0
60
0
948
0
0
0
948
0
1767
0
0
0
1767
0
495
0
0
0
495
0
495
0
0
0
495
0
0.0
Cu-m
IS 2386
(Part1)
3
As Table
MORT&H 50010
OBC + 0.3, 0.3%
ASTM-D-2192 2 Tests /day
IS 2386
(Part1)
IS 2386
(Part4)
IS 2720 (Part
37)
MORT&H500
ASTM -D1559
MORT&H900
MORT&H-
As per
MORT&H table
500-18
As per
MORT&H table
500-18
OBC + 0.3, 0.3%
1 test/50m3
30% Max.
1141
0
0
0
1141
0
1 test/50m3
24% Max.
1141
0
0
0
1141
0
0
0
0
0
0
0
0
0
0
0
0
0
500
0
0
0
500
0
000
0
00
0
000
0
0
0
00
0
0
0
2 Tests /day
1 test/day
Min 6 no./day
Min 3 no./day
1 test/day
Not less than
50
Not more than
4
9 kN min. @
60⁰C
Limit not
Specified
Limit not
900
Specified
0.0
Sq-m
11 Field Density
12 a)Core Cutting
MORT&H500
1 test/250m2
13 b)Nuclear Density Gauge
MORT&H500
1 test/250m2
14 Tack coat (Emulsion)
IS 1203
1 test/500m2
98% of lab
Marshal
density
98% of lab
Marshal
density
2 to 3kg /
10m2
3
0
0
0
3
00
9369
0
0
0
9369
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Bituminous Concrete
Grade 2
1 Individual Grading
IS 2386
(Part1)
2 Tests /day
2 Mix Gradation
IS 2386
(Part1)
2 Tests /day
Extraction & Sieve
analysis
Flakiness & Elongation
4
Index
3
5 AIV
6 Sand Equivalent Value
7 Plasticity Index
8 Marshall Stability
ASTM-D-2192 2 Tests /day
IS 2386
(Part1)
IS 2386
(Part4)
IS 2720 (Part
37)
IS 2720 (Part
5)
ASTM -D-
As per
MORT&H table
500-18
As per
MORT&H table
500-18
OBC + 0.3, 0.3%
1 test/50m3
30% max
0
0
0
0
0
0
1 test/50m3
24% max
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2 Tests /day
1 test/day
Min 6 no./day
Not less than
50
Not more than
4
9 kN min @
9 Retained Stability
10 Swell test
1559
MORT&H900
MORT&H900
Min. 3nos./day
1 test/day
60⁰C
Limit not
Specified
Limit not
Specified
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 Field Density
12 a)Core Cutting
MORT&H500
1
13 b)Nuclear Density Gauge
MORT&H500
1 test/250m2
Mastic Asphalt (sqm)
Extraction & Sieve
1
analysis
2 AIV
3
Flakiness & Elongation
Index
Rate of Spreading
(sqm)
1 Prime Coat
Tack Coat
Steel
test/250m2
98% of lab
Marshal
density
98% of lab
Marshal
density
ASTM-D-2192 2 test/day
IS 2386
(Part4)
IS 2386
(Part1)
MORT&H500
MORT&H500
2 test/day
Max 30%
0
0
0
0
0
0
2 test/day
Max 30%
0
0
0
0
0
0
1 test/500m2
Table-500-1
2582
0
0
0
2582
0
1 test/500m2
Table-500-2
5802
0
00
00
5802
0
0.0 sq-m
0.0 sq-m
0.0- MT,
0.0-Lot
1 Tensile strength
IS 1786
2 Elongation
IS 1786
3 Bend test
IS 1599
4 Re-Bend test
IS 1786
5
Chemical Test
IS 1786
1
test/consignment
1
test/consignment
1
test/consignment
1
test/consignment
1
test/consignment
As per IS 1786
Table 3
As per IS 1786
Table 3
As per IS0
1786 Table 40
As per IS 1786
Table 4.1
359
0
0
0
359
0
359
0
0
0
359
0
359
0
0
0
359
0
359
0
0
0
359
0
190
0
0
0
190
0
0
0
0
14
0
0
0
14
0
6
0
0
0
6
0
14
0
0
0
14
0
6
0
0
0
6
0
6
0
0
0
6
0
53
0
0
0
53
0
Water
1 Chlorides
2 PH value
3 Suspended
IS 3025 (Part
18)
IS 3025 (Part
11)
IS 3025 (Part
17)
4 Sulphates(so4)
5 Inorganic Marrer(TDS)
organic Marrer(TDS)
6
IS 3025 (Part
18)
IS 3025 (Part
17)
1 test/Source
2000 mg/l for
PCC and
500 mg/l for
RCC
1 test/Source
Not less than 6
1 test/Source
1 test/Source
1 test/Source
1 test/Source
2000 mg/l
Max.
400 mg/l Max.
3000mg/l
Max.
200 mg/l Max.
14
0
0.00MT
Lot-0.0
Admixter
1 Chloride Content
14
IS 9103
1
test/Consignment
2 Dry Material Content
3 Ash Content
Hume pipes(900,1000,1200 mm)
Dimensional Tolerance
3-edge Bearing test
Hydrostatic test
IS 9103
IS 9103
1
test/Consignment
1
test/Consignment
53
0
0
0
53
0
53
0
0
0
53
0
0
0
0
0
0
0
0
0
0
271
0
0
0
274
0
295
0
0
0
295
0
60
0
0
0
60
0
130
0
0
0
130
0
Cu-m
130
0
0
0
130
0
Cu-m
130
0
00
0
130
0
IS 458-1991
IS 458-1991
IS 458-1991
0.0 NOS.
464
123
122
464
123
122
0
0
0
DLC
Strength of concrete
IS:516
In situ density
Mix gradation
PQC
IS:516
Compressive Strength 7 days
Compressive Strength 28 days
Flexural Strength 7 days
3 sample per
1000 sq.m
3 desity holes
each 2000 sq-m.
1 Test/day
1 set of cube and
1 set of beam per
150 cu-m
1 set of cube and
1 set of beam per
150 cu-m
1 set of cube and
1 set of beam per
150 cu-m
0.0
0.0
00
Cu-m
0.0
Flexural Strength 28 days
1 set of cube and
1 set of beam per
150 cu-m
Cu-m
As required
0
0
0
130
0
1532
0
0
0
1532
0
0.0
Nos.
Slump test
130