691 |
IS 2932 (2013) - Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision) |
Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision) |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
6.9,xiv (Wet opacity, (IS 101 (Part 4/Sec 1))) |
1500.0 |
|
6.9,xiii (Keeping properties, (IS 101 (Part 6/Sec 2))) |
5000.0 |
|
6.9,xii (Accelerated storage stability test, (Annex G)) |
400.0 |
|
6.9,xi (Resistance to alkali(for finishing only), (Annex F)) |
1000.0 |
|
6.9,x (Resistance to acid (for finishing only), (Annex E)) |
1000.0 |
|
6.9,ix.b (Composition: Phthalic Anhydride Content, (IS 101 (Part 8/Sec 4))) |
350.0 |
|
6.9,ix.a (Composition: Volume solids, (IS 101 (Part 8/Sec 6))) |
2000.0 |
|
6.9,viii (Flash point, (IS 101 (Part 1/Sec 6))) |
350.0 |
|
6.9,vii.b (Flexibility and adhesion:Bend test (with 6.25 mm in type 1 apparatus), (IS 101 (Part 5/Sec 2))) |
350.0 |
|
6.9,vii.a (Flexibility and adhesion:Scratch hardness (Load 1 000 g), (IS 101 (Part 5/Sec 2))) |
1500.0 |
|
6.9, vi (Colour, (IS 101 (Part 4/Sec 2))) |
350.0 |
|
6.9,v (Fineness of grind, microns (IS 101 (Part 3/Sec 5))) |
350.0 |
|
6.9,iv.b (Gloss, 60º, (IS 101 (Part 3/Sec 4))) |
350.0 |
|
6.9,iv.a (Finish, (IS 101 (Part 3/Sec 4))) |
350.0 |
|
6.9,iii.c (Drying time: Tack free, (IS 101 (Part 3/Sec 1))) |
350.0 |
|
6.9,iii.b (Drying time: Hard dry, (IS 101 (Part 3/Sec 1))) |
1000.0 |
|
6.9,iii.a (Drying time: surface dry, (IS 101 (Part 3/Sec 1))) |
1200.0 |
|
6.9,ii (Mass, kg/10litre (IS 101 (Part 1/Sec 7))) |
1200.0 |
|
6.9,i.b (Viscosity by Ford cup No. 4 at 27 ± 2°C (IS 101 (Part 1/Sec 5))) |
350.0 |
|
6.9,i. a (Consistency) |
1200.0 |
|
6.8 (Lead Restriction, (IS 101 (Part 8/Sec 4))) |
350.0 |
|
6.7.1.3 (Durability: Accelerated weathering
test Xenon Arc (700hrs.) (Annex C-4)) |
35000.0 |
|
6.7.1.1 (Durability (Normal outdoor exposure test)
12 Months (Annex C)) |
10000.0 |
|
6.6 (Application Properties) |
350.0 |
|
6.5 (Thinning Properties) |
350.0 |
|
6.4 (Skin formation) |
350.0 |
|
6.3 (Freedom from Coarse Particles) |
350.0 |
|
6.2 (Condition in Container) |
350.0 |
|
6.1.1 (Composition) |
350.0 |
|
6.1.2 (Total Non-Volatile Content (IS 101 Part 8/Sec 2)) |
500.0 |
|
IS 2932 : 2013 (Please refer Annexure) |
5000.0 |
|
Enamel, Exterior: (a) Undercoating (b) Finishing - Specification Part 1 for Domestic and Decorative Applications (Volatile Organic Content (VOC)- IS 101 (Part-2/Sec-1):1988 and
IS 101 (Part-2/Sec-2):1986) |
4000.0 |
|
6.7.1.3 (Durability: Accelerated weathering
test QUV apparatus (Lamp Type UV 313, Cycle UV 4 hrs and condensation 4 hrs) Total 360 hrs) |
1000.0 |
|
|
692 |
IS 3854 (1997) - Switches for domestic and similar purposes - Specification (Second Revision) |
Switches for domestic and similar purposes - Specification (Second Revision) |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
17 (Temperature Rise (For 6-10A)) |
1800.0 |
|
16.2 (Electric Strength) |
- |
|
16.1 (Insulation Resistance) |
- |
|
15.3 (Test for Resistance to Humidity) |
500.0 |
|
26.1 (Type Test) |
16000.0 |
|
6 (Rating) |
50.0 |
|
7 (Classification) |
50.0 |
|
20 (Mechanical Strength) |
100.0 |
|
8 (Marking) |
- |
|
26.2 (Acceptance Test) |
10000.0 |
|
|
693 |
IS 694 (2010) - Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 1100 v (Fourth Revision) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 1100 v (Fourth Revision) |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
15 (Marking of the cable) |
1500.0 |
|
11.2 (Legibility of marking) |
100.0 |
|
11.1 (Durability of marking) |
100.0 |
|
11 (Cable identification) |
200.0 |
|
Table 1 tests Sl No 1 (iii) a (4) (Conductor resistance ) |
1500.0 |
|
Table 1. iii. b(5) (Overall dimension) |
500.0 |
|
Table 1. iii. c.3(2) (Percentage elongation after ageing for insulation(Core 1)) |
500.0 |
|
Table 1. iii. d.2 (Loss of mass test for sheath) |
- |
|
Table 1. iii. e.1(1) (High voltage test (water immersion test)) |
3000.0 |
|
Table 1. iii. e.3 , ii.g (Insulation resistance test) |
2000.0 |
|
Table 1. iii. e.3 , ii.g (Insulation resistance test) |
2000.0 |
|
Table 1. iii. e.4(1) (Flammability Test on complete cable -Period of burning) |
500.0 |
|
Table 1. Sl No.ii (Acceptance Test) |
12000.0 |
|
Table 1 tests Sl No 1 (iii) a (1) (Elongation property of annealed copper) |
1000.0 |
|
Table 1 tests Sl No 1 (iii) a (2) (Tensile strength of Aluminium wire) |
1000.0 |
|
Table 1 tests Sl No 1 (iii) b (Average thickness of insulation) |
250.0 |
|
Table 1 tests Sl No 1 (iii) b (Minimum thickness of insulation) |
250.0 |
|
Table 1 tests Sl No 1 (iii) b (Average thickness of sheath) |
250.0 |
|
Table 1 tests Sl No 1 (iii) b (Minimum thickness of sheath) |
250.0 |
|
Table 1 tests Sl No 1 (iii) C (1) (Elongation before ageing) |
500.0 |
|
Table 1 tests Sl No 1 (iii) C (3) (Tensile strength after ageing) |
500.0 |
|
Table 1 tests Sl No 1 (iii) C (3) (Elongation after ageing) |
500.0 |
|
Table 1 tests Sl No 1 (iii) C (4) (Shrinkage) |
500.0 |
|
Table 1 tests Sl No 1 (iii) C (5) (Heat shock) |
500.0 |
|
Table 1 tests Sl No 1 (iii) d (6) (Depth of indentation) |
500.0 |
|
Table 1 tests Sl No 1 (iii) C (7) (Thermal stability) |
500.0 |
|
Table 1 tests Sl No 1 (iii) C (8) (Cold bend test) |
1000.0 |
|
Table 1 tests Sl No 1 (iii) C (9) (Cold impact test) |
1000.0 |
|
Table 1 tests Sl No 1 (iii) C (11) (Oxygen index ) |
5000.0 |
|
Table 1 tests Sl No 1 (iii) C (13) (Halogen acid gas evaluation) |
5000.0 |
|
Table 1 tests Sl No 1 (iii) C (12) (Temperature index) |
5000.0 |
|
Table 1 tests Sl No 1 (iii) C (14) (Smoke density rating) |
5000.0 |
|
Table 1 tests Sl No 1 (iii) e (1) (High voltage test DC) |
2000.0 |
|
Table 1 tests Sl No 1 (iii) e (3) (Volume resistivity at ambient temperature (27 degree C +/- 2 degree C )) |
500.0 |
|
Table 1 tests Sl No 1 (iii) e (3) (Volume resistivity at maximum rated temperature (For Type A-70 Degree C and For Type C -85 Degree C) |
500.0 |
|
Table 1 tests Sl No 1 (ii) q (Persulphate test ) |
1500.0 |
|
Table 1 tests Sl No 1 (iii) d (1) (Tensile strength) |
500.0 |
|
Table 1 tests Sl No 1 (iii) d (1) (Elongation) |
500.0 |
|
Table 1 tests Sl No 1 (iii) d (4) (Shrinkage) |
500.0 |
|
Table 1 tests Sl No 1 (iii) d (5) (Heat shock) |
500.0 |
|
Table 1 tests Sl No 1 (iii) d (6) (Depth of indentation) |
500.0 |
|
Table 1 tests Sl No 1 (iii) d (7) (Thermal stability) |
500.0 |
|
Table 1 tests Sl No 1 (iii) d (8) (Oxygen index ) |
5000.0 |
|
Table 1 tests Sl No 1 (iii) d (10) (Halogen acid gas evaluation) |
5000.0 |
|
Table 1 tests Sl No 1 (iii) d (9) (Temperature index) |
5000.0 |
|
Table 1 tests Sl No 1 (iii) d (11) (Smoke density rating) |
5000.0 |
|
Table 1 tests Sl No 1 (iii) d (12) (Cold bend test) |
1000.0 |
|
Table 1 tests Sl No 1 (iii) d (13) (Cold impact test) |
1000.0 |
|
|
694 |
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) |
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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.) |
2000.0 |
|
|
695 |
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) |
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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 |
|
|
696 |
IS 269 (2015) - Ordinary portland cement - Specification (Sixth Revision) [OLD] |
Ordinary portland cement - Specification (Sixth Revision) |
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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 |
|
|
697 |
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) |
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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 |
|
7.5 (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 |
|
|
698 |
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 |
|
|