| 781 |
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 |
| 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 |
|
| 7.2 (Mass per metre run, kg/m - IS 1786: 2008) |
1000.0 |
|
| 9.2 (4) (Tensile Strength (up to 12 mm), N/mm² - IS 1608 (Part 1): 2022.) |
- |
|
| 9.2 (5) (Tensile Strength (16 to 28 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (6) (Tensile Strength (32 to 40 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1500.0 |
|
| 9.2 (Yield Stress/ 0.2 % Proof Stress. N/mm² -- IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).) |
- |
|
| 9.3 (Bend test - IS 1599: 2023.) |
1000.0 |
|
| 9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008) |
1000.0 |
|
| 9.4 (1) (Rebend test (32 to 40mm)- IS 1786: 2008) |
1500.0 |
|
| 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.) |
- |
|
| 9.2 (2) (Elongation Percent on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 4.2 (19) (Chemical composition of Micro alloying elements, % by mass.) |
4000.0 |
|
| 4.2 (1) (Carbon Equivalent (CE), , % by mass.(As per ASTM E 415/ IS 8811/IS 228/IS 3025)) |
2000.0 |
|
| 7.2 (Cross-Sectional Phase Distribution (DOC NO. CED 54 (27399) WC APRIL 2025) - TM Ring Test) |
3000.0 |
|
| 0 (Test for thickness of coating) |
3000.0 |
|
| 0 (Salt spray test 48hrs as per ASTM B117) |
2000.0 |
|
|
| 782 |
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 |
| 9.6 (Radiographic Test-IS 1182) |
1000.0 |
|
| 9.4 (Increased Metal Recovery Test-IS 13043) |
3000.0 |
|
| 9.5 (Diffusible Hydrogen Evaluation Test-IS 11802) |
5000.0 |
|
| 9.2 (Butt Weld Bend Test -IS 1599) |
8000.0 |
|
| 9.1.3 (Impact Strength-Annex F) |
3000.0 |
|
| 9.1.2 (Percentage Elongation on Gauge Length-Annex F) |
1000.0 |
|
| 9.1.2 (Yield Stress -Annex F) |
1000.0 |
|
| 9.1.2 (Ultimate Tensile Strength -Annex F) |
1000.0 |
|
| 9.1.1 (Preparation of Weld assembly) |
4000.0 |
|
| B7 (Coating Ratio) |
500.0 |
|
| 7.4 (Defects of Core Wire and Coverings) |
250.0 |
|
| 7.3 (Concentricity of Flux Covering With Core Wire) |
250.0 |
|
| 7.2.2 (Arc striking End) |
500.0 |
|
| 7.2.1 (Contact End) |
500.0 |
|
| 7.1.2 (Length of Electrode) |
500.0 |
|
| 7.1.1 (Diameter of Core Wire) |
500.0 |
|
|
| 783 |
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 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 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 |
|
| 6.1, Table2, Sl No 8 (Alkali content IS 4032:1985) |
1000.0 |
|
| 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 |
|
| 6.1 Table 2 Note 2.a (Tricalcium aluminate content, percent by mass) |
- |
|
| 6.1 Table 2 Note 2.b (Tricalcium Silicate content, percent by mass, Minimum) |
- |
|
| 7, Table 3, Sl No 1 (Fineness IS 4031 (Part 2):1999) |
1000.0 |
|
| Custom (Compressive strength, MPa-24h IS 4031 (Part 6):1988) |
1000.0 |
|
| 13 (The standard consistency of cement paste(IS 4031(4):1988)) |
500.0 |
|
| Custom (Fineness of Cement by Wet Sieving [as per IS 4031 (Part 15): 1991]) |
500.0 |
|
|
| 784 |
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
-
| 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 |
|
| 7.5 (De-Carburization) |
2000.0 |
|
| 7.4 (Macro test) |
1000.0 |
|
| 6.2 (Out of Roundness) |
500.0 |
|
| 6.1 (Diameter of Wire) |
500.0 |
|
| 4 (Copper) |
500.0 |
|
| 4 (Tin) |
500.0 |
|
| 4 (Sulphur) |
500.0 |
|
| 4 (Nickel) |
500.0 |
|
|
