421 |
IS 6911 (2017) - Stainless steel plate, sheet and strip - Specification (Second Revision) |
Stainless steel plate, sheet and strip - Specification (Second Revision) |
- View breakup
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
11 (Erichsen Cupping Test) |
2000.0 |
|
10 (Hardness ) |
2000.0 |
|
10 (Elongation) |
1000.0 |
|
10 (Yield Stress) |
1000.0 |
|
10 (Tensile strength) |
1000.0 |
|
Cl 7.1 & 7.2 of Table 1 (Carbon (as C), Percent) |
1000.0 |
|
7. (Chemical Composition (in Annexure) - as per IS 9879:1998) |
5000.0 |
|
Customer request (Density of PU Foam - as per relevant standard method) |
1000.0 |
|
|
422 |
IS 1786 (2008) - High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- View breakup
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
9.2 (5) (Tensile Strength (16 to 28 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1000.0 |
|
9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008) |
1000.0 |
|
5.4 (Rib Area, mm²/ mm - IS 1786: 2008) |
1000.0 |
|
9.2 (3) (Total Elongation at Maximum Force on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
- |
|
9.3 (Bend test - IS 1599: 2023.) |
1000.0 |
|
7.2 (Mass per metre run, kg/m - IS 1786: 2008) |
1000.0 |
|
9.2 (2) (Elongation Percent on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
1000.0 |
|
9.2 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).) |
- |
|
9.2 (Yield Stress/ 0.2 % Proof Stress. N/mm² -- IS 1608 (Part 1): 2022.) |
1000.0 |
|
4.2 (5) (Sulphur+ Phosphorus, % by mass.) |
500.0 |
|
4.2 (4) (Phosphorus, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
4.2 (3) (Sulphur, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
4.2 (2) (Carbon, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
4.2 (1) (Carbon Equivalent (CE), , % by mass.) |
- |
|
9.2 (4) (Tensile Strength (up to 12 mm), N/mm² - IS 1608 (Part 1): 2022.) |
- |
|
9.2 (6) (Tensile Strength (32 to 40 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1500.0 |
|
9.4 (1) (Rebend test (32 to 40mm)- IS 1786: 2008) |
1500.0 |
|
4.2 (18) (Chemical Composition with micro alloying elements, % by mass.) |
4000.0 |
|
4.2 (17) (Chemical Composition without micro alloying elements, % by mass.) |
2000.0 |
|
4.2 (16) (Nb+V+B+Ti, % by mass.) |
- |
|
4.2 (15) (Titanium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
4.2 (14) (Vanadium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
4.2 (13) (Niobium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
4.2 (12) (Boron, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
4.2 (11) (Cr+Cu+Ni+Mo+P, % by mass.) |
- |
|
4.2 (10) (Molybdenum, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
4.2 (9) (Nickel, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
4.2 (18) (Chemical Composition with micro alloying elements, % by mass.) |
4000.0 |
|
4.2 (17) (Chemical Composition without micro alloying elements, % by mass.) |
2000.0 |
|
4.2 (16) (Nb+V+B+Ti, % by mass.) |
- |
|
4.2 (15) (Titanium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
4.2 (14) (Vanadium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
4.2 (13) (Niobium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
4.2 (12) (Boron, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
4.2 (11) (Cr+Cu+Ni+Mo+P, % by mass.) |
- |
|
4.2 (10) (Molybdenum, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
4.2 (9) (Nickel, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
1000.0 |
|
4.2 (8) (Copper, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
4.2 (7) (Chromium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
500.0 |
|
4.2 (Manganese, % by mass (As per ASTM E 415-21/ IS 8811: 1998).) |
300.0 |
|
5.7 (Compressive strength of concrete cubes (Avg) after 28 days for 0 to 12 mm) |
3500.0 |
|
5.7 (Compressive strength of concrete cubes (Avg) after 28 days for 16 to 40 mm) |
5250.0 |
|
5.7 (M_Pull out test for 0 to 12 mm) |
6500.0 |
|
5.7 (M_Pull out test for 16 to 40 mm) |
9750.0 |
|
4.2 (19) (Chemical composition (HSDS with Corrosion Resistant Properties) in Annexure) |
4000.0 |
|
|
423 |
IS 6162 : Part 1 (1971) - Specification for paper - Covered aluminium conductors: Part 1 round conductors |
Specification for paper - Covered aluminium conductors: Part 1 round conductors |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
424 |
IS 814:2004 - Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision) |
Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision) |
- View breakup
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
7.1.1 (Diameter of Core Wire) |
500.0 |
|
7.1.2 (Length of Electrode) |
500.0 |
|
7.2.1 (Contact End) |
500.0 |
|
7.2.2 (Arc striking End) |
500.0 |
|
7.3 (Concentricity of Flux Covering With Core Wire) |
250.0 |
|
7.4 (Defects of Core Wire and Coverings) |
250.0 |
|
B7 (Coating Ratio) |
500.0 |
|
9.3 (Running Performance Test) |
2000.0 |
|
9.1.1 (Preparation of Weld assembly) |
4000.0 |
|
9.1.2 (Ultimate Tensile Strength -Annex F) |
1000.0 |
|
9.1.2 (Yield Stress -Annex F) |
1000.0 |
|
9.1.2 (Percentage Elongation on Gauge Length-Annex F) |
1000.0 |
|
9.1.3 (Impact Strength-Annex F) |
3000.0 |
|
9.2 (Butt Weld Bend Test -IS 1599) |
8000.0 |
|
9.4 (Increased Metal Recovery Test-IS 13043) |
3000.0 |
|
9.5 (Diffusible Hydrogen Evaluation Test-IS 11802) |
5000.0 |
|
9.6 (Radiographic Test-IS 1182) |
1000.0 |
|
8.2 (Carbon) |
500.0 |
|
8.2 (Silicon) |
500.0 |
|
8.2 (Manganese) |
500.0 |
|
8.2 (Sulphur) |
500.0 |
|
8.2 (Phosphorus) |
500.0 |
|
8.2 (Nickel) |
500.0 |
|
8.2 (Chromium) |
500.0 |
|
8.2 (Molybdenum) |
500.0 |
|
8.2 (Vanadium) |
500.0 |
|
8.2 (Combined limit for Mn+Ni+Cr+Mo+V) |
500.0 |
|
|
425 |
IS 9925 (2024) - Determination of Gold and Silver in Gold and Silver Thread and Embroidery Materials-Method |
Determination of Gold and Silver in Gold and Silver Thread and Embroidery Materials-Method |
- View breakup
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
5 (Silver - IS 9925:2024) |
2000.0 |
|
4 (Gold - IS 9925:2024) |
2000.0 |
|
|
426 |
IS 269 (2015) - Ordinary portland cement - Specification (Sixth Revision) |
Ordinary portland cement - Specification (Sixth Revision) |
- View breakup
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
7, Table 3, Sl No 4c (Compressive strength, MPa (c) 672 ± 4 h IS 4031 (Part 6):1988) |
1000.0 |
|
7, Table 3, Sl No 4b (Compressive strength, MPa (b) 168 ± 2 h IS 4031 (Part 6):1988) |
1000.0 |
|
7, Table 3, Sl No 4a (Compressive strength, MPa-(a) 72 ± 1 h IS 4031 (Part 6):1988) |
1000.0 |
|
7, Table 3, Sl No 3b (Setting time: b) Final, IS 4031 (Part 5):1988) |
250.0 |
|
7, Table 3, Sl No 3a (Setting time: a) Initial IS 4031 (Part 5):1988) |
250.0 |
|
7, Table 3, Sl No 2b (Soundness b) By autoclave test method IS 4031 (Part 3):1988) |
1000.0 |
|
7, Table 3, Sl No 2a (Soundness: a) By Le-Chatelier method, IS 4031 (Part 3):1988) |
500.0 |
|
7, Table 3, Sl No 1 (Fineness IS 4031 (Part 2):1999) |
1000.0 |
|
6.1, Table2, Sl No 8 (Alkali content IS 4032:1985) |
2000.0 |
|
6.1, Table2, Sl No 7 (Chloride content IS 4032:1985) |
500.0 |
|
6.1, Table2, Sl No 6 (Loss on ignition IS 4032:1985) |
600.0 |
|
6.1, Table2, Sl No 5 (Total Sulphur content percent by mass, IS 4032:1985) |
500.0 |
|
6.1, Table2, Sl No 4 (Magnesia IS 4032:1985) |
600.0 |
|
6.1, Table2, Sl No 3 (Insoluble residue, IS 4032:1985) |
600.0 |
|
6.1, Table2, Sl No 2 (Ratio of percentage of alumina to that of iron oxide IS 4032:1985) |
600.0 |
|
6.1, Table2, Sl No 1 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide, IS 4032 : 1985) |
600.0 |
|
13 (The standard consistency of cement paste(IS 4031(4):1988)) |
500.0 |
|
Custom (Compressive strength, MPa-24h IS 4031 (Part 6):1988) |
1000.0 |
|
Custom (Fineness of Cement by Wet Sieving [as per IS 4031 (Part 15): 1991]) |
500.0 |
|
|
427 |
RDSO C-9505 (2001) - Schedule of Technical Requirements for Enhanced Capacity (Alloy Steel) Screw Couplings used on Railway Coaches |
Schedule of Technical Requirements for Enhanced Capacity (Alloy Steel) Screw Couplings used on Railway Coaches |
- View breakup
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
7.3.2 (Destruction Test) |
7500.0 |
|
7.3.1 (Impact Test) |
7500.0 |
|
7.3.1 (Impact Test) |
7500.0 |
|
7.3.2 (Destruction Test) |
7500.0 |
|
|
428 |
IS 11169 : Part 1 (1984) - SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS
(PART 1 WROUGHT CARBON AND LOW ALLOY STEELS) |
SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS
(PART 1 WROUGHT CARBON AND LOW ALLOY STEELS) |
- View breakup
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
11.1.1 (Hardenability) |
8000.0 |
|
10.3 (Inclusion rating) |
4000.0 |
|
9.2 (Impact Strength) |
3000.0 |
|
8.1 (Hardness) |
1000.0 |
|
7.4 (Macro test) |
1000.0 |
|
6.1 (Diameter of Wire) |
500.0 |
|
4 (Boron) |
500.0 |
|
4 (Vanadium) |
500.0 |
|
|