Quality control Report (package-B)
S.No. / Name of the Test / Testing Method / Frequency of test / Specification Requirement / Quantity of Work During this Period / Number of tests conductedUp to last month / During this Month / Up to date
Passed / Failed / Passed / Failed / Passed / Failed
(i) / OGL
1 / Sampling / IS 2720 (Part 1) / 1 sample/ 250m2 / As Required / 775 / 0 / 0 / 0 / 775 / 0
2 / Free Swell Index / IS 2720 (Part 40) / As required / 50% max / 651 / 0 / 0 / 0 / 651 / 0
3 / Sand Content Test / IS 2720 (Part 4) / As required / Limit not Specified / 651 / 0 / 0 / 0 / 651 / 0
4 / Atterberg Limits / IS 2720 (Part 5) / As required / LL < 70%, PI ≤ 45%. / 651 / 0 / 0 / 0 / 651 / 0
5 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / As required / 95% / 651 / 0 / 0 / 0 / 651 / 0
6 / CBR / IS 2720 (Part 16) / 1 test / 3000m3 / 8% min. at 97% of Lab MDD / 348 / 24 / 0 / 0 / 348 / 24
7 / Field density of the Compaction Layer / IS 2720 (Part 28) / As required / Not less than 95% of Lab MDD / 3700 / 24 / 0 / 0 / 3700 / 24
8 / Moisture Content Test / IS 2720 (Part 2) / As required / (-2% to 1% OMC.) / 3053 / 0 / 0 / 0 / 3053 / 0
(ii) / Embankment (Borrow Area)
1 / Sampling / IS 2720 (Part 1) / As required / 25 mc/c / As Required / 1430 / 0 / 0 / 0 / 1430 / 0
2 / Free Swell Index / IS 2720 (Part 40)20 / As required / 50% Max. / 1267 / 00 / 0 / 0 / 1267 / 0
3 / Sand Content Test / IS 272 (Part 4) / 2 tests / 3000m3 / Limit not Specified / 1267 / 00 / 0 / 0 / 1267 / 0
4 / Atterberg Limits / IS 2720 (Part 5) / 2 tests / 3000m3 / L.L < 70%, P.I ≤ 45%. / 1267 / 0 / 0 / 0 / 1267 / 0
5 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 2 tests / 3000m3 / Up to 3m ht 1.52 g/cc & more than 3m ht 1.6 g/cc. / 1267 / 0 / 0 / 0 / 1267 / 0
6 / CBR / IS 2720 (Part 16) / 1 test / 3000m3 / 8% min. at 97% of Lab MDD / 559 / 0 / 0 / 0 / 559 / 0
iii / Test on Existing Shoulder material & Excavated Material
1 / Sampling / IS 2720 (Part 1) / As required / 25 mc/c / 494 / 0 / 1 / 0 / 495 / 0
2 / Free Swell Index / IS 2720 (Part 40)20 / As required / 50% Max. / 494 / 0 / 1 / 0 / 495 / 0
3 / Sand Content Test / IS 272 (Part 4) / 2 tests / 3000m3 / Limit not Specified / 494 / 0 / 1 / 0 / 495 / 0
4 / Atterberg Limits / IS 2720 (Part 5) / 2 tests / 3000m3 / L.L < 70%, P.I ≤ 45%. / 494 / 0 / 1 / 0 / 495 / 0
5 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 2 tests / 3000m3 / As per MorT&H cl.302. / 494 / 0 / 1 / 0 / 495 / 0
6 / CBR / IS 2720 (Part 16) / 1 test / 3000m3 / As per MorT&H cl.302. / 438 / 0 / 1 / 0 / 439 / 0
(ii) / Embankment
1 / Sampling / As required / 2134 / 0 / 11 / 0 / 2145 / 0
2 / Free Swell Index / IS 2720 (Part 40) / As required / 50% Max. / 3925.0
Cu-m
19625
Sq-m / 2134 / 0 / 11 / 0 / 2145 / 0
3 / Sand Content Test / IS 2720 (Part 4) / 2 tests / 3000m3 / Limit not Specified / 2134 / 0 / 11 / 0 / 2145 / 0
4 / Atterberg Limits / IS 2720 (Part 5) / 2 tests / 3000m3 / L.L < 70%, P.I ≤ 45%. / 2134 / 0 / 11 / 0 / 2145 / 0
5 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 2 tests / 3000m3 / Up to 3m ht 1.52 g/cc & more than 3m ht 1.6 g/cc. / 2134 / 0 / 11 / 0 / 2145 / 0
6 / Field density of the Compaction Layer / IS 2720 (Part 28) / 1 test / 1000m2 / Not less than 95% of Lab MDD / 20638 / 216 / 120 / 14 / 20758 / 230
7 / Moisture Content Test / IS 2720 (Part 2) / 1 test / 250m3 / (-2% to 1% OMC) / 20638 / 176 / 120 / 14 / 20758 / 190
(iii) / Sub grade
1 / Sampling / As required / 1273 / 0 / 2 / 0 / 1275 / 0
2 / Free Swell Index / IS 2720 (Part 40) / 1 test / Source / 50% Max. / 250.0
Cum
1497
Sq-m / 1273 / 0 / 2 / 0 / 1275 / 0
3 / Sand Content Test / IS 2720 (Part 4) / 2 tests / 3000m3 / Limit not Specified / 1273 / 0 / 2 / 0 / 1275 / 0
4 / Atterberg Limits / IS 2720 (Part 5) / 2 tests / 3000m3 / L.L < 70%, P.I ≤ 45%. / 1273 / 0 / 2 / 0 / 1275 / 0
5 / Max. Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 2 tests / 3000m3 / Not less than 1.75 g/cc. / 1269 / 0 / 2 / 0 / 1271 / 0
6 / CBR / IS 2720 (Part 16) / 1 test / 3000m3 / 8% min. at 97% of Lab MDD / 1011 / 0 / 2 / 0 / 1013 / 0
7 / Field density of the Compaction Layer / IS 2720 (Part 28) / 1 test / 500m2 / Not less than 97% of Lab MDD / 18037 / 147 / 20 / 4 / 18057 / 151
Moisture Content Test / IS 2720 (Part 2) / 1 test / 250m3 / (-2% to 1% OMC) / 18037 / 93 / 20 / 4 / 18057 / 97
(iv) / Granular Sub Base
1 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 1 test / Source / MORT&H-900 / 66.6
Cum
333.0 sq-m / 35 / 0 / 0 / 0 / 35 / 0
2 / Gradation / IS 2386 (Part 1) / 1 test / 200m3 / As per MORT&H Table 400-1. / 2128 / 5 / 2 / 0 / 2130 / 5
3 / Atterberg Limits / IS 2720 (Part 5) / 1 test / 200m3 / LL not more than 25 and
PI not more than 6 / 2128 / 75 / 2 / 0 / 2130 / 75
4 / CBR / IS 2720 (Part 16) / As required / 30% Minimum / 8 / 0 / 0 / 0 / 8 / 0
5 / Water Absorption / IS 2386 (Part 3) / 1 test / Source / > 2% then Soundness test need to conduct / 4 / 0 / 0 / 0 / 4 / 0
6 / 10% Fine value / BS 812 (Part 111) / 1 test / Source / 50KN Min. / 39 / 0 / 2 / 0 / 41 / 0
7 / Moisture Content Test / IS 2720 (Part 2) / 1 test / 250m2 / (-2% to 1% OMC) / 6247 / 62 / 10 / 2 / 6257 / 64
8 / Field density of the Compaction Layer / IS 2720 (Part 28) / 1 test / 500m2 / Not less than 98% of Lab MDD / 6247 / 92 / 10 / 2 / 6257 / 94
(v) / WMM
1 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 1 test / Source / MORT&H-900 / 1331.2
Cum
8875
sq-m / 32 / 0 / 0 / 0 / 32 / 0
2 / Gradation / IS 2386 (Part 1) / 1 test / 100m3 / As per MORT&H Table 400-11 / 4318 / 0 / 18 / 0 / 4336 / 0
3 / Atterberg Limits / IS 2720 (Part 5) / 1 test / 100m3 / PI not more than 6 / 4318 / 0 / 18 / 0 / 4336 / 0
4 / Aggregate Impact Value / IS 2386 (Part 4) / 1 test / 200m3 / 30% max / 2515 / 0 / 9 / 0 / 2524 / 0
5 / Combined Flakiness & Elongation / IS 2386 (Part 1) / 1 test / 200m3 / 30% max / 2515 / 0 / 9 / 0 / 2524 / 0
6 / Field density of the Compaction Layer / IS 2720 (Part 28) / 1 test / 500m2 / Not less than 98% of Lab MDD / 9380 / 118 / 60 / 9 / 9440 / 127
7 / Moisture Content Test / IS 2720 (Part 2) / As required / (-2% to 1% OMC.) / 9380 / 78 / 60 / 9 / 9440 / 87
8 / Sand Equivalemt Value Test / 1 test / 200m3 / Limit not Specified / 3207 / 0 / 0 / 0 / 3207 / 0
(vi) / Cement & Concrete / 0
1 / Consistency Test / IS 4031 (Part 4) / 1 Test / Consignment / Not Less than 28 / Cement-4.0 lot
Cum / 370 / 0 / 4 / 0 / 374 / 0
2 / Setting Time / IS 4031 (Part 5) / 1 Test / Consignment / Initial not < 30 min
Final not > 600 min / 370 / 0 / 4 / 0 / 374 / 0
3 / Fineness Test / IS 4031 (Part 3) / 1 Test / Consignment / Not > 10% / 370 / 0 / 4 / 0 / 374 / 0
4 / Compressive Test / IS 4031 (Part 6) / 1 Test / Consignment / 3/7/28 days / 2052 / 0 / 21 / 0 / 2073 / 0
4.A / Soundness test / IS 4031 (Part 6) / 1 Test / Consignment / 370 / 0 / 4 / 0 / 374 / 0
5 / Coarse Aggregate Gradation / IS 383 / As required / As per design requirement / 5896 / 0 / 108 / 0 / 6004 / 0
6 / Fine Aggregate Gradation / IS 2386 (Part1) / As required / As per design requirement / 5896 / 0 / 108 / 0 / 6004 / 0
7 / Specific Gravity and Water Absorption / IS 2386 (Part3) / As required / Max. 2% / 39 / 0 / 0 / 0 / 39 / 0
8 / Aggregate Impact Value / IS 2386 (Part4) / As required (1 test / day min.) / 30% max. / 3132 / 0 / 54 / 0 / 3186 / 0
9 / Flakiness / Elongation Test / IS 2386 (Part1) / As required (1 test / day min.) / 35 % max. / 3132 / 0 / 54 / 0 / 3186 / 0
10 / Workability / Slump / IS 1199 / As required / Mix Design/Site / 4148/
37469 / 0 / 0/
168 / 0 / 4148/ 37637 / 0
11 / Comp. Strength of Concrete / IS 516 / 7 days/28 days / Mix Design / 2230 / 0 / 0 / 0 / 2230 / 0
Comp. Strength of Concrete / IS 516 / 7 days / Site / 15325 / 0 / 0 / 00 / 15325 / 0
28 days / Site / 24639 / 0 / 0 / 0 / 24639 / 0
Concrete / Total -1091.69
cu-m
PCC M-15 (Cum) / IS 516 / 7 /28 days / Site / 74.69 / 5964 / 0 / 74 / 0 / 6038 / 0
PCC M-20 (Cum) / IS 516 / 7 /28 days / Site / 107.78 / 453 / 0 / 105 / 0 / 558 / 0
PCC M-25 (Cum) / IS 516 / 7 /28 days / Site / 25.00 / 5952 / 0 / 5 / 0 / 5957 / 0
PCC M-30 (Cum) / IS 516 / 7 /28 days / Site / 0.0 / 718 / 0 / 0 / 0 / 718 / 0
PCC M-35 (Cum) / IS 516 / 7 /28 days / Site / 63.50 / 17628 / 0 / 57 / 0 / 17685 / 0
PCC M-40 (Cum) / IS 516 / 7 /28 days / Site / 439.30 / 2032 / 0 / 25 / 0 / 2057 / 0
PSC/RCC M-45 (Cum) / IS 516 / 7 /28 days / Site / 259.50 / 2725 / 0 / 025 / 0 / 2750 / 0
PSC/RCC M-50 (Cum) / IS 516 / 7 /28 days / Site / 0.0 / 46 / 0 / 0 / 0 / 46 / 0
DLC (CUM) / IS 516 / 7 /28 days / Site / 0.0Cum / 670 / 0 / 0 / 0 / 670 / 0
PQC (Cum) / IS 516 / 7 /28 days / Site / 0.0 / 1200 / 0 / 0 / 0 / 1200 / 0
KERB (Cum) / IS 516 / 7 days/28 days / Site / 121.92 / 3673 / 0 / 33 / 0 / 3706 / 0
(vii) / Bitumen Tests
VG-30 / 4.0- lot
1 / Penetration / IS 1203 / 1 sample/ lot / 60 - 70 mm / 2197 / 0 / 8 / 0 / 2205 / 0
2 / Absolute Viscosity / IS 1208 / 2 samples/ lot / 75 cm / 2197 / 0 / 8 / 0 / 2205 / 0
3 / Softening Point / IS 1205 / 2 samples/ lot / 45⁰C to 55⁰C / 2197 / 0 / 8 / 0 / 2205 / 0
4 / Specific gravity @ 27⁰C / IS 1202 / As required / 0.99 min / 14 / 00 / 0 / 0 / 14 / 0
CRMB - 60 / 0.0lot
1 / Penetration / IS 1203 / 1 test / 10 t / Less than 50 / 750 / 0 / 0 / 0 / 750 / 0
2 / Elastic recovery / IRC - SP-53 A-1 / ASTM D 5976 / 1 test / 10 t / 50 min / 750 / 0 / 0 / 0 / 750 / 0
3 / Softening Point / IS 1205 / 1 test / 10 t / 60⁰C / 750 / 0 / 0 / 0 / 750 / 0
4 / Specific gravity @ 27⁰C / IS 1202 / As required / As per Grade & Requirements / 11 / 0 / 0 / 0 / 11 / 0
5 / Separation / As required / 4 max. / 725 / 0 / 0 / 0 / 725 / 0
TFOT on CRMB - 60
1 / Penetration / IS 1203 / 1 test / 10 t / 60 % min of original / 19 / 0 / 0 / 0 / 19 / 0
2 / Elastic recovery / IRC - SP-53 A-1 / ASTM D 5976 / 1 test / 10 t / 35 min / 19 / 0 / 0 / 0 / 19 / 0
3 / Softening Point / IS 1205 / 1 test / 10 t / 5⁰C max. / 19 / 0 / 0 / 0 / 19 / 0
Emulsion(css-2)&(RS-1) / 1.0- lot
1 / Viscosity / IS 1206 / 1 sample/ lot / 30 - 150 / 273 / 0 / 1 / 0 / 274 / 0
2 / Residue by vaporation / As required / 60% min / 269 / 0 / 1 / 0 / 270 / 0
3 / Penetration / IS 1203 / 1 sample/ lot / 60 - 120 / 269 / 00 / 1 / 0 / 270 / 0
4 / Ductility / is 1208 / 1 sample/ lot / 50 cm min / 151 / 00 / 1 / 0 / 152 / 0
MSS Type -A &Type-B
1 / Individual Gradation / IS 2386 (Part1) / 2 Tests/Day / As per table 500-26 / 23 / 23 / 0 / 0 / 23 / 23
2 / Mix Gradation / IS 2386 (Part1) / 2 Tests/Day / As per table 500-26 / 7 / 7 / 0 / 0 / 7 / 7
Extraction & Sieve analysis / ASTM-D-2192 / 2 Tests/Day / MORT&H-500 / 6 / 6 / 0 / 0 / 6 / 6
4 / Aggregate Impact Value / IS 2386 (Part4) / 1 test/50m3 / Max 30% / 7 / 7 / 0 / 0 / 7 / 7
DBM
1 / Aggregate Impact Value / IS 2386 (Part4) / 1 test/50m3 / 27% max / 986.6
Cum / 3386 / 0 / 22 / 0 / 3408 / 0
2 / Flakiness & Elongation / IS 2386 (Part1) / 1 test/50m3 / 30% max / 3386 / 0 / 22 / 0 / 3408 / 0
3 / Individual grading / IS 2386 (Part1) / 2 Tests/Day / As Table MORT&H 500-10 / 8113 / 0 / 80 / 0 / 8193 / 0
Combinedgrading / IS 2386 (Part1) / 2 Tests/Day / As Table MORT&H 500-10 / 1775 / 0 / 16 / 0 / 1791 / 0
4 / Extraction with Gradation / ASTM-D-2192 / 1 test per 400 t
or 2 tests / 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 Mix / ASTM D-1283 / As required / 80% / 14 / 0 / 0 / 0 / 14 / 0
7 / Sand Equivalent Value / IS 2720 (Part 37) / 2 Tests /day / Not less than 50 / 1490 / 0 / 0 / 0 / 1490 / 0
8 / Density Of Comp. layer / 1 test/250m2 / 0.98 / 13154.7 sq-m / 11480 / 0 / 69 / 0 / 11549 / 0
9 / Theoriticalsp.gravity / 2 tests/day min / 1796 / 0 / 16 / 0 / 1812 / 0
10 / Tack coat (Emulsion) / IS 1203 / 1 test/500m2 / 2 to 3kg / 10m2 / 21230 / 6898 / 0 / 46 / 0 / 6944 / 0
11 / Prime coat (Emulsion) / IS 1203 / 1 test/500m2 / 2 to 3kg / 10m2 / 3369.5 / 2644 / 0 / 30 / 0 / 2674 / 0
Bituminous Concrete Grade 1 / 401.50
Cum
1 / Individual Grading / IS 2386 (Part1) / 2 Tests /day / As per MORT&H table 500-18 / 1730 / 0 / 0 / 16 / 1746 / 0
2 / Mix Gradation / IS 2386 (Part1) / 2 Tests /day / As per MORT&H table 500-189 / 452 / 0 / 0 / 4 / 456 / 0
3 / Extraction & Sieve analysis / ASTM-D-2192 / 2 Tests /day / OBC + 0.3, -0.3% / 452 / 0 / 0 / 4 / 456 / 0
4 / Flakiness & Elongation Index / IS 2386 (Part1) / 1 test/50m3 / 30% Max. / 876 / 0 / 0 / 8 / 884 / 0
5 / AIV / IS 2386 (Part4) / 1 test/50m3 / 24% Max. / 876 / 0 / 0 / 8 / 884 / 0
6 / Sand Equivalent Value / IS 2720 (Part 37) / 2 Tests /day / Not less than 50 / 201 / 0 / 0 / 0 / 201 / 0
7 / Theoriticalsp.gravity / 2 tests/day min / 486 / 0 / 0 / 4 / 490 / 0
8 / Plasticity Index / MORT&H-500 / 1 test/day / Not more than 4 / 53 / 00 / 0 / 0 / 53 / 0
9 / Marshall Stability / ASTM -D-1559 / Min 6 no./day / 9 kN min. @ 60⁰C / 3685 / 0 / 0 / 12 / 3697 / 0
10 / Retained Stability / MORT&H-900 / Min 3 no./day / Limit not Specified / 21 / 0 / 0 / 0 / 21 / 0
11 / Swell test / MORT&H-900 / 1 test/day / Limit not Specified / 0 / 0 / 0 / 0 / 0 / 0
12 / Field Density / 8030.0 sq-m
13 / a)Core Cutting / MORT&H-500 / 1 test/250m2 / 98% of lab Marshal density / 4332 / 0 / 0 / 0 / 4372 / 0
14 / b)Nuclear Density Gauge / MORT&H-500 / 1 test/250m2 / 98% of lab Marshal density / 0 / 0 / 0 / 0 / 0 / 0
15 / Tack coat (Emulsion) / IS 1203 / 1 test/500m2 / 2 to 3kg / 10m2 / 2462 / 0 / 0 / 0 / 2462 / 0
Bituminous Concrete Grade 2 / 0.0
1 / Individual Grading / IS 2386 (Part1) / 2 Tests /day / As per MORT&H table 500-18 / 60 / 0 / 0 / 0 / 60 / 0
2 / Mix Gradation / IS 2386 (Part1) / 2 Tests /day / As per MORT&H table 500-18 / 12 / 0 / 0 / 0 / 12 / 0
3 / Extraction & Sieve analysis / ASTM-D-2192 / 2 Tests /day / OBC + 0.3, -0.3% / 12 / 0 / 0 / 0 / 12 / 0
4 / Flakiness & Elongation Index / IS 2386 (Part1) / 1 test/50m3 / 30% max / 12 / 0 / 0 / 0 / 12 / 0
5 / AIV / IS 2386 (Part4) / 1 test/50m3 / 24% max / 12 / 0 / 0 / 0 / 12 / 0
6 / Sand Equivalent Value / IS 2720 (Part 37) / 2 Tests /day / Not less than 50 / 4 / 0 / 0 / 0 / 4 / 0
7 / Plasticity Index / IS 2720 (Part 5) / 1 test/day / Not more than 4 / 0 / 0 / 0 / 0 / 0 / 0
8 / Marshall Stability / ASTM -D-1559 / 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 / Swell test / MORT&H-900 / 1 test/day / Limit not Specified / 0 / 0 / 0 / 0 / 0 / 0
11 / Field Density / 0 / 0 / 0 / 0 / 0 / 0
12 / a)Core Cutting / MORT&H-500 / 1 test/250m2 / 98% of lab Marshal density / 30 / 0 / 0 / 0 / 30 / 0
13 / b)Nuclear Density Gauge / MORT&H-500 / 1 test/250m2 / 98% of lab Marshal density / 0 / 0 / 0 / 0 / 0 / 0
14 / Theoriticalsp.gravity / 2 tests/day min / 12 / 0 / 0 / 0 / 12 / 0
Mastic Asphalt (sqm)
1 / Extraction & Sieve analysis / ASTM-D-2192 / 2 test/day / 0 / 0 / 0 / 0 / 0 / 0
2 / AIV / IS 2386 (Part4) / 2 test/day / Max 30% / 0 / 0 / 0 / 0 / 0 / 0
3 / Flakiness & Elongation Index / IS 2386 (Part1) / 2 test/day / Max 30% / 0 / 0 / 0 / 0 / 0 / 0
Prime Coat (sqm)
1 / Rate of Spreading / MORT&H-500 / 1 test/500m2 / Table-500-1 / 3369.5 / 2644 / 0 / 30 / 0 / 2674 / 0
Tack Coat / MORT&H-500 / 1 test/500m2 / Table-500-2 / 21230 / 6898 / 0 / 46 / 0 / 6944 / 0
Steel
1 / Tensile strength / IS 1786 / 1 test/consignment / As per IS 1786 Table 3 / 0.0 lots / 420 / 0 / 0 / 0 / 420 / 0
2 / Elongation / IS 1786 / 1 test/consignment / As per IS 1786 Table 3 / 420 / 0 / 0 / 0 / 420 / 0
3 / Bend-rebend test / IS 1599 / 1 test/consignment / As per IS 1786 Table 4 / 420 / 0 / 0 / 0 / 420 / 0
4 / Re-Bend test / IS 1786 / 1 test/consignment / As per IS 1786 Table 4.1 / 420 / 0 / 0 / 0 / 420 / 0
5 / Chemical test / Carbon / 1 test/consignment / As per IS 1786 Table 4 / 141 / 0 / 0 / 0 / 141 / 0
Sulpher / 1 test/consignment / As per IS 1786 Table 4 / 141 / 0 / 0 / 0 / 141 / 0
Phosphrous / 1 test/consignment / As per IS 1786 Table 4 / 414 / 0 / 0 / 0 / 414 / 0
SulpherPhosphrous / 1 test/consignment / As per IS 1786 Table 4 / 141 / 0 / 0 / 0 / 141 / 0
Hume pipes
900 dia (LM) / 0.0 / 2145 / 0 / 0 / 0 / 2145 / 0
1200 dia (LM) / 0.0 / 3075 / 0 / 0 / 0 / 3075 / 0
Water
1 / Chlorides / IS 3025 (Part 18) / 1 test/Source / 2000 mg/l for PCC and
500 mg/l for RCC / 28 / 0 / 0 / 0 / 28 / 0
2 / PH value / IS 3025 (Part 11) / 1 test/Source / Not less than 6 / 28 / 0 / 0 / 0 / 28 / 0
3 / Suspended / IS 3025 (Part 17) / 1 test/Source / 2000 mg/l / 28 / 0 / 0 / 0 / 28 / 0
Admixture / Chloride contenet / 1 test/consignment / 46 / 0 / 0 / 0 / 46 / 0
Dry Material Content / 1 test/consignment / 46 / 0 / 0 / 0 / 46 / 0
Ash content / 1 test/consignment / 46 / 0 / 0 / 0 / 46 / 0
DLC (cu-m) / Density / 3 density holes each 2000 sq-m / 0.0
cu-m / 425 / 0 / 0 / 0 / 425 / 0
Compressive strength / 3 sample 1000 sq-m / 670 / 0 / 0 / 0 / 670 / 0
PQC (cu-m) / Compressive strength 7 days / 1 set of cubes and 1 set of beams per 150 cu-m & IRC-15-2002 / cu-m / 656 / 0 / 0 / 0 / 656 / 0
Flexural strength 7 days / 318
318 / 0
0 / 0
0 / 0
0 / 318
318 / 0
0
Compressive strength 28 days / 344 / 0 / 0 / 0 / 344 / 0
Flexural strength 28 days / 1 set of cubes and 1 set of beams per 150 cu-m & IRC-15-2002 / 344 / 0 / 0 / 344 / 0
Workability
/slump / IS-1199 / AS REQUIRED / 37057 / 0 / 0 / 37057 / 0
Quality Control Report of ISOLUX (Package-A) :-
S.No. / Name of the Test / Testing Method / Frequency of test / Specification Requirement / Quantity of Work During this Period / Number of tests conductedUp to last month / During this Month / Up to date
Passed / Failed / Passed / Failed / Passed / Failed
(i) / OGL
1 / Sampling / IS 2720 (Part 1) / 1 sample/ 250m2 / As Required / 673 / 38 / 0 / 0 / 673 / 38
2 / Free Swell Index / IS 2720 (Part 40) / As required / 50% max / 540 / 34 / 0 / 0 / 540 / 34
3 / Sand Content Test / IS 2720 (Part 4) / As required / Limit not Specified / 563 / 0 / 0 / 0 / 563 / 0
4 / Atterberg Limits / IS 2720 (Part 5) / As required / LL < 70%, PI ≤ 45%. / 465 / 1 / 0 / 0 / 465 / 1
5 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / As required / 95% / 571 / 0 / 0 / 0 / 571 / 0
6 / CBR / IS 2720 (Part 16) / 1 test / 3000m3 / 8% min. at 97% of Lab MDD / 190 / 4 / 0 / 0 / 190 / 4
7 / Field density of the Compaction Layer / IS 2720 (Part 28) / As required / Not less than 95% of Lab MDD / 7992 / 26 / 0 / 0 / 7992 / 26
8 / Moisture Content Test / IS 2720 (Part 2) / As required / (-2% to 1% OMC.) / 7992 / 32 / 0 / 0 / 7992 / 32
(ii) / Embankment (Borrow Area)
1 / Sampling / IS 2720 (Part 1) / As required / 25 mc/c / As Required / 447 / 22 / 0 / 0 / 447 / 22
2 / Free Swell Index / IS 2720 (Part 40) / As required / 50% Max. / 431 / 30 / 0 / 0 / 431 / 30
3 / Sand Content Test / IS 2720 (Part 4) / 2 tests / 3000m3 / Limit not Specified / 423 / 0 / 0 / 0 / 423 / 0
4 / Atterberg Limits / IS 2720 (Part 5) / 2 tests / 3000m3 / L.L < 70%, P.I ≤ 45%. / 419 / 0 / 0 / 0 / 419 / 0
5 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 2 tests / 3000m3 / Up to 3m ht 1.52 g/cc & more than 3m ht 1.6 g/cc. / 438 / 0 / 0 / 0 / 438 / 0
6 / CBR / IS 2720 (Part 16) / 1 test / 3000m3 / 8% min. at 97% of Lab MDD / 126 / 40 / 0 / 0 / 126 / 40
(ii) / Embankment
1 / Free Swell Index / IS 2720 (Part 40) / As required / 50% Max. / 0.0cum / 453 / 0 / 0 / 0 / 453 / 0
2 / Sand Content Test / IS 2720 (Part 4) / 2 tests / 3000m3 / Limit not Specified0 / 449 / 0 / 0 / 0 / 449 / 0
3 / Atterberg Limits / IS 2720 (Part 5) / 2 tests / 3000m3 / L.L < 700%, P.I ≤ 45%.0 / 449 / 0 / 0 / 0 / 449 / 0
4 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 2 tests / 3000m3 / Up to 3m ht 1.52 g/cc & more than 3m ht 1.6 g/cc. / 449 / 0 / 00 / 00 / 449 / 0
5 / Field density of the Compaction Layer / IS 2720 (Part 28) / 1 test / 1000m2 / Not less than 95% of Lab MDD / 0.0
Sqm / 23335 / 14 / 0 / 0 / 23335 / 14
6 / Moisture Content Test / IS 2720 (Part 2) / 1 test / 250m3 / (-2% to 1% OMC) / 23335 / 14 / 0 / 0 / 23335 / 14 / 0 / 14 / 0 / 173 / 0
7 / CBR / IS 2720 (Part 16) / 1 test / 3000m3 / 8% min. at 97% of Lab MDD / 14 / 0 / 0 / 00 / 14 / 0
(iii) / Sub grade / 0 / 14 / 0 / 169 / 0
1 / Free Swell Index / IS 2720 (Part 40) / 1 test / Source / 50% Max. / 0.00Cum / 471 / 0 / 0 / 0 / 471 / 0 / 0 / 14 / 0 / 169 / 0
2 / Sand Content Test / IS 2720 (Part 4) / 2 tests / 3000m3 / Limit not Specified / 471 / 0 / 0 / 0 / 471 / 0 / 0 / 14 / 0 / 166 / 0
3 / Atterberg Limits / IS 2720 (Part 5) / 2 tests / 3000m3 / L.L < 70%, P.I ≤ 45%. / 471 / 0 / 0 / 0 / 471 / 0 / 1236 / 1182 / 8844 / 295
4 / Max. Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 2 tests / 3000m3 / Not less than 1.75 g/cc. / 471 / 0 / 0 / 0 / 471 / 0
5 / CBR / IS 2720 (Part 16) / 1 test / 3000m3 / 8% min. at 97% of Lab MDD / 263 / 40 / 0 / 0 / 263 / 40
6 / Field density of the Compaction Layer / IS 2720 (Part 28) / 1 test / 500m2 / Not less than 97% of Lab MDD / 0.0
Sqm / 33988 / 407 / 0 / 0 / 33988 / 407
7 / Moisture Content Test / IS 2720 (Part 2) / 1 test / 250m3 / (-2% to 1% OMC) / 33988 / 407 / 0 / 0 / 33988 / 407
(iv) / Granular Sub Base
1 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 1 test / Source / MORT&H-900 / 0.00 cum / 49 / 0 / 0 / 0 / 49 / 0
2 / Gradation / IS 2386 (Part 1) / 1 test / 200m3 / As per MORT&H Table 400-1. / 1363 / 24 / 0 / 0 / 1363 / 24
3 / Atterberg Limits / IS 2720 (Part 5) / 1 test / 200m3 / LL not more than 25 and
PI not more than 6 / 1360 / 0 / 0 / 0 / 1360 / 0
4 / CBR / IS 2720 (Part 16) / As required / 30% Minimum / 42 / 0 / 0 / 0 / 42 / 0
5 / Water Absorption / IS 2386 (Part 3) / 1 test / Source / > 2% then Soundness test need to conduct / 2 / 0 / 0 / 0 / 2 / 0
6 / 10% Fine value / BS 812 (Part 111) / 1 test / Source / 50KN Min. / 41 / 0 / 0 / 0 / 41 / 0
7 / Moisture Content Test / IS 2720 (Part 2) / 1 test / 250m2 / (-2% to 1% OMC) / 0.0
Sqm / 5677 / 34 / 0 / 0 / 5677 / 34
8 / Field density of the Compaction Layer / IS 2720 (Part 28) / 1 test / 500m2 / Not less than 98% of Lab MDD / 5677 / 34 / 0 / 0 / 5677 / 34
(v) / WMM
1 / Max Dry Density / Optimum Moisture Content Test / IS 2720 (Part 8) / 1 test / Source / MORT&H-900 / 0.0
Cu-m / 40 / 0 / 0 / 0 / 40 / 0
2 / Gradation / IS 2386 (Part 1) / 1 test / 100m3 / As per MORT&H Table 400-111 / 2846 / 7 / 0 / 0 / 2846 / 7
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
5 / Combined Flakiness & Elongation / IS 2386 (Part 1) / 1 test / 200m3 / 30% max / 1722 / 0 / 0 / 0 / 1722 / 0
6 / Field density of the Compaction Layer / IS 2720 (Part 28) / 1 test / 500m2 / Not less than 98% of Lab MDD / 0.0
Sq-m / 7060 / 58 / 0 / 0 / 7060 / 58
7 / Moisture Content Test / IS 2720 (Part 2) / As required / (-2% to 1% OMC.) / 7060s / 58 / 0 / 0 / 7060s / 58
(vi) / Cement & Concrete
1 / Consistency Test / IS 4031 (Part 4) / 1 Test / Consignment / Not Less than 28 / Cement-00-consignment / 227 / 0 / 0 / 0 / 227 / 0
020 / setting Time / IS 4031 (Part 5) / 1 Test / Consignment / Initial not < 30 min
Final not > 600 min / 227 / 0 / 0 / 0 / 227 / 0
3 / Fineness Test / IS 4031 (Part 3) / 1 Test / Consignment / Not > 10% / 202 / 0 / 0 / 0 / 202 / 0
4 / Compressive Test / IS 4031 (Part 6) / 1 Test / Consignment / 3 days / 250 / 0 / 1 / 0 / 251 / 00
7 days / 242 / 0 / 1 / 0 / 243 / 0
28 days / 242 / 0 / 3 / 0 / 245 / 0
5 / Coarse Aggregate Gradation / IS 383 / As required / As per design requirement / 2555 / 0 / 4 / 0 / 2559 / 0
6 / Fine Aggregate Gradation / IS 2386 (Part1) / As required / As per design 0requirement / 1736 / 0 / 2 / 0 / 1738 / 0
7 / Specific Gravity and Water Absorption / IS 2386 (Part3) / As required / Max. 2% / 24 / 0 / 0 / 0 / 24 / 0
8 / Aggregate Impact Value / IS 2386 (Part4) / As required (1 test / day min.) / 30% max. / 226 / 0 / 0 / 0 / 226 / 0
9 / Flakiness / Elongation Test / IS 2386 (Part1) / As required (1 test / day min.) / 35 % max. / 227 / 0 / 0 / 0 / 227 / 0
10 / Workability / Slump / IS 1199 / As required / As per design / 28104 / 0 / 9 / 0 / 28113 / 0
11 / Comp. Strength of Concrete / IS 516 / 3 days / Mix Design / 104 / 0 / 0 / 0 / 104 / 0
7 days / Mix Design / 268 / 0 / 0 / 0 / 268 / 0
28 days / Mix Design / 779 / 0 / 0 / 0 / 779 / 0
M-10 / IS 516 / 7 days / Site / 0.00 / 47 / 0 / 0 / 0 / 47 / 0
28 days / Site / 168 / 0 / 0 / 0 / 168 / 0
M-15 / IS 516 / 7 days / Site / 0.0 Cum / 1086 / 0 / 0 / 0 / 1086 / 0
28 days / Site / 1927 / 0 / 1 / 0 / 1928 / 00
M-20 / IS 516 / 7 days / Site / 6.0 Cum / 1367 / 0 / 1 / 0 / 1368 / 0
28 days / Site / 2889 / 0 / 25 / 0 / 2914 / 0
M-25 / IS 516 / 7 days / Site / 42.0 Cum / 863 / 0 / 6 / 0 / 869 / 0
28 days / Site / 1690 / 0 / 33 / 0 / 1723 / 0
M-30 / IS 516 / 7 days / Site / 0.0 Cum / 896 / 0 / 0 / 0 / 896 / 0
28 days / Site / 1597 / 0 / 5 / 0 / 1602 / 0
M-35 / IS 516 / 7 days / Site / 0.0Cum / 2664 / 0 / 0 / 0 / 2664 / 0
28 days / Site / 6883 / 1 / 0 / 0 / 6883 / 1
M-40 / IS 516 / 7 days / Site / 0.0 / 701 / 0 / 0 / 0 / 701 / 0
28 days / Site / 1639 / 0 / 0 / 0 / 1639 / 0
M-45 / IS 516 / 7 days / Site / 516 / 0 / 1 / 0 / 517 / 0
28 days / Site / 0.0Cum / 1156 / 0 / 9 / 0 / 1165 / 0
0
M-50 / IS 516 / 7 days / Site / 386 / 0 / 0 / 0 / 386 / 0
28 days / Site / 0.0 Cum / 1122 / 0 / 0 / 0 / 1122 / 0
(vii) / Bitumen Tests
VG - 30
1 / Penetration / IS 1203 / 1 sample/ lot / 60 - 70 mm / Lot-0 / 1086 / 0 / 0 / 0 / 1086 / 0
2 / Ductility / IS 1208 / 2 samples/ lot / 75 cm / MT-0.0 / 0 / 0 / 0 / 0 / 0 / 0
3 / Softening Point / IS 1205 / 2 samples/ lot / 45⁰C to 55⁰C / 1086 / 0 / 0 / 0 / 1086 / 0
4 / Specific gravity @ 27⁰C / IS 1202 / As required / 0.99 min / 4 / 0 / 0 / 0 / 4 / 0
5 / Absolute Viscosity at 60⁰C / IS 1206 / As required / Min 2400 poise / 369 / 0 / 0 / 0 / 369 / 0
CRMB - 55
1 / Penetration / IS 1203 / 1 test / 10 t / Less than 50 / 1 / 0 / 0 / 0 / 1 / 0
2 / Elastic recovery / IRC - SP-53 A-1 / ASTM D 5976 / 1 test / 10 t / 50 min / 2 / 0 / 0 / 0 / 2 / 0
3 / Softening Point / IS 1205 / 1 test / 10 t / 60⁰C / 2 / 0 / 0 / 0 / 2 / 0
4 / Viscosity / IS 1206 - 1978 / As required / As per Grade & Requirements / 2 / 0 / 0 / 0 / 2 / 0
TFOT on CRMB - 60
1 / Penetration / IS 1203 / 1 test / 10 t / 50 - 70 / 0 / 0 / 0 / 0 / 0 / 0
2 / Elastic recovery / IRC - SP-53 A-1 / ASTM D 5976 / 1 test / 10 t / 40 min / 0 / 0 / 0 / 0 / 0 / 0
3 / Softening Point / IS 1205 / 1 test / 10 t / 50⁰C / 0 / 0 / 0 / 0 / 0 / 0
Emulsion(RS-1) / LOT-0,
0.0 MT
1 / Viscosity / IS 1206 / 1 sample/ lot / 30 - 150 / 34 / 0 / 0 / 0 / 34 / 0
2 / Residue by evaporation / As required / 60% min / 34 / 0 / 0 / 0 / 34 / 0
3 / Penetration / IS 1203 / 1 sample/ lot / 60 - 120 / 34 / 0 / 0 / 0 / 34 / 0
4 / Ductility / is 1208 / 1 sample/ lot / 50 cm min / 34 / 0 / 0 / 0 / 34 / 0
Emulsion(css-2) / LOT-00,
0.0 MT
1 / Viscosity / IS 1206 / 1 sample/ lot / 30 - 150 / 26 / 0 / 0 / 0 / 26 / 0
2 / Residue by evaporation / As required / 60% min / 26 / 0 / 0 / 0 / 26 / 0
3 / Penetration / IS 1203 / 1 sample/ lot / 60 - 120 / 26 / 0 / 0 / 0 / 26 / 0
4 / Ductility / is 1208 / 1 sample/ lot / 50 cm min / 26 / 0 / 0 / 0 / 26 / 0
MSS Type -A &Type-B
1 / Individual Gradation / IS 2386 (Part1) / 2 Tests/Day / As per table 500-26 / 0 / 0 / 0 / 0 / 0 / 0
2 / Mix Gradation / IS 2386 (Part1) / 2 Tests/Day / As per table 500-26 / 0 / 0 / 0 / 0 / 0 / 0
Extraction & Sieve analysis / ASTM-D-2192 / 2 Tests/Day / MORT&H-500 / 0 / 0 / 0 / 0 / 0 / 0
4 / Aggregate Impact Value / IS 2386 (Part4) / 1 test/50m3 / Max 30% / 0 / 0 / 0 / 0 / 0 / 0
DBM / 0
1 / Aggregate Impact Value / IS 2386 (Part4) / 1 test/50m3 / 27% max / 0.0 cu-m & 0.0
Sq.-m / 2881 / 0 / 0 / 0 / 2881 / 0
2 / Flakiness & Elongation / IS 2386 (Part1) / 1 test/50m3 / 30% max / 2881 / 0 / 0 / 0 / 2881 / 0
3 / Individual & Combined grading / IS 2386 (Part1) / 2 Tests/Day / As Table MORT&H 500-100 / 3778 / 0 / 00 / 00 / 3778 / 0
4 / Extraction with Gradation / ASTM-D-2192 / 1 test per 400 t
or 2 tests / day / OBC + 0.3, -0.3% / 1220 / 00 / 0 / 0 / 1220 / 00
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% / 1286 / 0 / 0 / 0 / 1286 / 0
6 / Water sensitivity of Mix / ASTM D-1283 / As required / 80% / 0 / 0 / 0 / 0 / 0 / 0
7 / Binder Content & Grading Mix / ASTM 2172 / 2 Tests
1 test per 10T on Individual & Mixed grade
1 test per 400 t / As per Asphalt Institute Manual MS-2 / 1220 / 0 / 0 / 0 / 1220 / 0
8 / Density Of Comp. layer(NDG) / 1 test/250m2 / 0.98 / 16408 / 0 / 0 / 0 / 16408 / 0
BM
1 / AIV / IS 2386 (Part4) / 1 test/50m3 / 27% Max. / 0.0
CU-M / 153 / 0 / 0 / 0 / 153 / 0
2 / Flakiness & Elongation Index / IS 2386 (Part1) / 1 test/50m3 / 30% Max. / 153 / 0 / 0 / 0 / 153 / 0
3 / Individual & Combined grading / IS 2386 (Part1) / 2 Tests/Day / As Table MORT&H 500-10 / 280 / 0 / 0 / 0 / 280 / 0
4 / Extraction with Gradation / ASTM-D-2192 / 1 test per 400 t
or 2 tests / day / OBC + 0.3, -0.3% / 60 / 0 / 0 / 0 / 60 / 0
5 / Density Of Comp. layer(NDG) / 1 test/250m2 / 948 / 0 / 0 / 0 / 948 / 0
Bituminous Concrete Grade 1 / 0.0
Cu-m
1 / Individual Grading / IS 2386 (Part1) / 2 Tests /day / As per MORT&H table 500-18 / 1767 / 0 / 0 / 0 / 1767 / 0
2 / Mix Gradation / IS 2386 (Part1) / 2 Tests /day / As per MORT&H table 500-18 / 495 / 0 / 0 / 0 / 495 / 0
3 / Extraction & Sieve analysis / ASTM-D-2192 / 2 Tests /day / OBC + 0.3, -0.3% / 495 / 0 / 0 / 0 / 495 / 0
4 / Flakiness & Elongation Index / IS 2386 (Part1) / 1 test/50m3 / 30% Max. / 1141 / 0 / 0 / 0 / 1141 / 0
5 / AIV / IS 2386 (Part4) / 1 test/50m3 / 24% Max. / 1141 / 0 / 0 / 0 / 1141 / 0
6 / Sand Equivalent Value / IS 2720 (Part 37) / 2 Tests /day / Not less than 50 / 0 / 0 / 0 / 0 / 0 / 0
7 / Plasticity Index / MORT&H-500 / 1 test/day / Not more than 4 / 0 / 0 / 0 / 0 / 0 / 0
8 / Marshall Stability / ASTM -D-1559 / Min 6 no./day / 9 kN min. @ 60⁰C / 500 / 0 / 0 / 0 / 500 / 0
9 / Retained Stability / MORT&H-900 / Min 3 no./day / Limit not Specified / 000 / 0 / 00 / 0 / 000 / 0
10 / Swell test / MORT&H-900 / 1 test/day / Limit not Specified / 0 / 0 / 00 / 0 / 0 / 0
11 / Field Density / 0.0
Sq-m
12 / a)Core Cutting / MORT&H-500 / 1 test/250m2 / 98% of lab Marshal density / 3 / 0 / 0 / 0 / 3 / 00
13 / b)Nuclear Density Gauge / MORT&H-500 / 1 test/250m2 / 98% of lab Marshal density / 9369 / 0 / 0 / 0 / 9369 / 0
14 / Tack coat (Emulsion) / IS 1203 / 1 test/500m2 / 2 to 3kg / 10m2 / 0 / 0 / 0 / 0 / 0 / 0
Bituminous Concrete Grade 2
1 / Individual Grading / IS 2386 (Part1) / 2 Tests /day / As per MORT&H table 500-18 / 0 / 0 / 0 / 0 / 0 / 0
2 / Mix Gradation / IS 2386 (Part1) / 2 Tests /day / As per MORT&H table 500-18 / 0 / 0 / 0 / 0 / 0 / 0
3 / Extraction & Sieve analysis / ASTM-D-2192 / 2 Tests /day / OBC + 0.3, -0.3% / 0 / 0 / 0 / 0 / 0 / 0
4 / Flakiness & Elongation Index / IS 2386 (Part1) / 1 test/50m3 / 30% max / 0 / 0 / 0 / 0 / 0 / 0
5 / AIV / IS 2386 (Part4) / 1 test/50m3 / 24% max / 0 / 0 / 0 / 0 / 0 / 0
6 / Sand Equivalent Value / IS 2720 (Part 37) / 2 Tests /day / Not less than 50 / 0 / 0 / 0 / 0 / 0 / 0
7 / Plasticity Index / IS 2720 (Part 5) / 1 test/day / Not more than 4 / 0 / 0 / 0 / 0 / 0 / 0
8 / Marshall Stability / ASTM -D-1559 / Min 6 no./day / 9 kN min @ 60⁰C / 0 / 0 / 0 / 0 / 0 / 0
9 / Retained Stability / MORT&H-900 / Min. 3nos./day / Limit not Specified / 0 / 0 / 0 / 0 / 0 / 0
10 / Swell test / MORT&H-900 / 1 test/day / Limit not Specified / 0 / 0 / 0 / 0 / 0 / 0
11 / Field Density
12 / a)Core Cutting / MORT&H-500 / 1 test/250m2 / 98% of lab Marshal density / 0 / 0 / 0 / 0 / 0 / 0
13 / b)Nuclear Density Gauge / MORT&H-500 / 1 test/250m2 / 98% of lab Marshal density / 0 / 0 / 0 / 0 / 0 / 0
Mastic Asphalt (sqm)
1 / Extraction & Sieve analysis / ASTM-D-2192 / 2 test/day / 0 / 0 / 0 / 0 / 0 / 0
2 / AIV / IS 2386 (Part4) / 2 test/day / Max 30% / 0 / 0 / 0 / 0 / 0 / 0
3 / Flakiness & Elongation Index / IS 2386 (Part1) / 2 test/day / Max 30% / 0 / 0 / 0 / 0 / 0 / 0
Rate of Spreading
(sqm)
1 / Prime Coat / MORT&H-500 / 1 test/500m2 / Table-500-1 / 0.0 sq-m / 2582 / 0 / 0 / 0 / 2582 / 0
Tack Coat / MORT&H-500 / 1 test/500m2 / Table-500-2 / 0.0 sq-m / 5802 / 0 / 00 / 00 / 5802 / 0
Steel / 0.0- MT,
0.0-Lot
1 / Tensile strength / IS 1786 / 1 test/consignment / As per IS 1786 Table 3 / 359 / 0 / 0 / 0 / 359 / 0
2 / Elongation / IS 1786 / 1 test/consignment / As per IS 1786 Table 3 / 359 / 0 / 0 / 0 / 359 / 0
3 / Bend test / IS 1599 / 1 test/consignment / As per IS0 1786 Table 40 / 359 / 0 / 0 / 0 / 359 / 0
4 / Re-Bend test / IS 1786 / 1 test/consignment / As per IS 1786 Table 4.1 / 359 / 0 / 0 / 0 / 359 / 0
5 / Chemical Test / IS 1786 / 1 test/consignment / 190 / 0 / 0 / 0 / 190 / 0
Water
1 / Chlorides / IS 3025 (Part 18) / 1 test/Source / 2000 mg/l for PCC and
500 mg/l for RCC / 14 / 0 / 0 / 0 / 14 / 0
2 / PH value / IS 3025 (Part 11) / 1 test/Source / Not less than 6 / 14 / 0 / 0 / 0 / 14 / 0
3 / Suspended / IS 3025 (Part 17) / 1 test/Source / 2000 mg/l Max. / 6 / 0 / 0 / 0 / 6 / 0
4 / Sulphates(so4) / 1 test/Source / 400 mg/l Max. / 14 / 0 / 0 / 0 / 14 / 0
5 / Inorganic Marrer(TDS) / IS 3025 (Part 18) / 1 test/Source / 3000mg/l Max. / 6 / 0 / 0 / 0 / 6 / 0
6 / organic Marrer(TDS) / IS 3025 (Part 17) / 1 test/Source / 200 mg/l Max. / 6 / 0 / 0 / 0 / 6 / 0
Admixter / 0.00MT
Lot-0.0
1 / Chloride Content / IS 9103 / 1 test/Consignment / 53 / 0 / 0 / 0 / 53 / 0
2 / Dry Material Content / IS 9103 / 1 test/Consignment / 53 / 0 / 0 / 0 / 53 / 0
3 / Ash Content / IS 9103 / 1 test/Consignment / 53 / 0 / 0 / 0 / 53 / 0
Hume pipes(900,1000,1200 mm)
Dimensional Tolerance / IS 458-1991 / 464 / 0 / 0 / 0 / 464 / 0
3-edge Bearing test / IS 458-1991 / 0.0 NOS. / 123 / 0 / 0 / 0 / 123 / 0
Hydrostatic test / IS 458-1991 / 122 / 0 / 0 / 0 / 122 / 0
DLC
Strength of concrete / IS:516 / 3 sample per 1000 sq.m / 0.0 / 271 / 0 / 0 / 0 / 274 / 0
In situ density / 3 desity holes each 2000 sq-m. / 0.0 / 295 / 0 / 0 / 0 / 295 / 0
Mix gradation / 1 Test/day / 00 / 60 / 0 / 0 / 0 / 60 / 0
PQC
Compressive Strength 7 days / IS:516 / 1 set of cube and 1 set of beam per 150 cu-m / Cu-m / 0.0 / 130 / 0 / 0 / 0 / 130 / 0
Compressive Strength 28 days / 1 set of cube and 1 set of beam per 150 cu-m / Cu-m / 130 / 0 / 0 / 0 / 130 / 0
Flexural Strength 7 days / 1 set of cube and 1 set of beam per 150 cu-m / Cu-m / 130 / 0 / 00 / 0 / 130 / 0
Flexural Strength 28 days / 1 set of cube and 1 set of beam per 150 cu-m / Cu-m / 0.0 / 130 / 0 / 0 / 0 / 130 / 0
Nos. / 1532 / 0 / 0 / 0 / 1532 / 0
Slump test / As required