| 31 |
IS 5084 (1990) - Socks, nylon – Specification (first revision) |
Socks, nylon – Specification (first revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5 & 6 (Test Results) |
15000.0 |
|
|
| 32 |
IS 868 (1990) - Sealing wax - Specification (First Revision) |
Sealing wax - Specification (First Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.0 (Test Results) |
5000.0 |
|
| 5.0 (Adhesion & Impression Test (Without Bending & keeping for15-days Test)) |
1500.0 |
|
|
| 33 |
IS 16651 (2017) - High Strength Deformed Stainless Steel Bars and Wires for Concrete Reinforcement |
High Strength Deformed Stainless Steel Bars and Wires for Concrete Reinforcement |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.3 (Carbon) |
500.0 |
|
| 4.3 (Sulphur) |
500.0 |
|
| 4.3 (Silicon) |
500.0 |
|
| 4.3 (Manganese) |
500.0 |
|
| 4.3 (Chromium) |
500.0 |
|
| 4.3 (Nickel) |
500.0 |
|
| 4.3 (Molybdenum) |
500.0 |
|
| 4.3 (Copper) |
500.0 |
|
| 9.3 (Bend Test) |
1000.0 |
|
| 5.2 (Rib Area) |
1000.0 |
|
| 7.2 (Nominal Mass per meter Run) |
1000.0 |
|
| 9.4 (Rebend Test (Upto 25 mm)) |
1000.0 |
|
| 8.6 (Charpy Impact Test at Room Temperature) |
5000.0 |
|
| 9.2 (0.2 % Proof Stress / Yield Stress) |
1000.0 |
|
| 9.2 (Elongation Percent on gauge length of 5.65 Square Root of Cross- Sectional Area) |
500.0 |
|
| 9.2 (Total Elongation at Maximum Force on gauge length of 5.65 Square Root of Crosss- Sectional Area,) |
500.0 |
|
| 9.2 (Tensile Strength (up to 12 mm),) |
500.0 |
|
| 9.2 (Tensile Strength (16 to 25 mm)) |
1000.0 |
|
| 9.2 (Tensile Strength (32 mm)) |
1500.0 |
|
| 9.4 (Rebend Test (32 mm)) |
1500.0 |
|
| 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 16 to 40 mm) |
9750.0 |
|
| 4.3 (Phosphorus) |
500.0 |
|
| 5.7 (M_Pull out test for 0 to 12 mm) |
6500.0 |
|
| 5.7 (Compressive strength of concrete cubes (Avg) after 28 days for 0 to 12 mm) |
3500.0 |
|
|
| 34 |
Customer Specification - Electrical product |
Electrical product |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 35 |
AWS A5.5 (2023) - Specification for Low-Alloy Steel Electrodes for Shielded Metal Arc Welding |
Specification for Low-Alloy Steel Electrodes for Shielded Metal Arc Welding |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1.0 (Chemical Composition,%) |
4000.0 |
|
| 2.0 (Tensile Strength, MPa) |
1000.0 |
|
| 3.0 (Yield Strength, MPa) |
1000.0 |
|
| 4.0 (Elongation, %) |
1000.0 |
|
| 5.0 (Radiography Test) |
1000.0 |
|
|
| 36 |
IS 7328:2020 (2020) - Specification for Polyethylene Material for Moulding and Extrusion |
Specification for Polyethylene Material for Moulding and Extrusion |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.0 (Test results) |
6000.0 |
|
|
| 37 |
AWS A5.1 (2023) - Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding |
Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1.0 (Chemical Composition, %) |
4000.0 |
|
| 2.0 (Tensile Strength, MPa) |
1000.0 |
|
| 3.0 (Yield Strength, MPa) |
1000.0 |
|
| 4.0 (Elongation, %) |
1000.0 |
|
| 5.0 (Impact Test,(CVN), Joules) |
5000.0 |
|
| 6.0 (Radiography Test) |
1000.0 |
|
| 7.0 (Diffusible Hydrogen Test) |
5000.0 |
|
|
| 38 |
CUS/SR/CHEM/CSD-17189 (2025) - WPC SPARKLE LEMON DISHWASHING LIQUID 500ML |
WPC SPARKLE LEMON DISHWASHING LIQUID 500ML |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Description) |
1200.0 |
|
| 2 (Odour) |
1200.0 |
|
| 3 (Colour) |
1200.0 |
|
| 4 (Specific gravity) |
1200.0 |
|
| 5 (pH) |
1200.0 |
|
|
| 39 |
CUS/SR/CHEM/GYPSUM (2025) - Custom standard for Gypsum sample |
Custom standard for Gypsum sample |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (pH (5% solution in water)) |
1200.0 |
|
| 2 (Loss on Ignition) |
1200.0 |
|
| 3 (Silica & Acid insolubles) |
1200.0 |
|
| 4 (Iron and Aluminium oxides (as Fe2O3 + Al2O3)) |
2400.0 |
|
| 5 (Calcium oxide (as CaO)) |
1200.0 |
|
| 5a (Magnesium oxide (as MgO)) |
1200.0 |
|
| 6 (Sulphite Sulphur (as SO3)) |
1200.0 |
|
| 7 (Calcium sulphate dihydrate (CaSO4.2H2O)) |
1200.0 |
|
| 8 (Chloride content (as NaCl)) |
1200.0 |
|
|
| 40 |
IS 456:2000 - PLAIN AND REINFORCED CONCRETE -CODE OF PRACTICE |
PLAIN AND REINFORCED CONCRETE -CODE OF PRACTICE |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4.1,2 (Compressive strength-28 days, MPa (Test block prepared with the water submitted (Sample):
Compressive strength-28 days, MPa (Test block prepared with the distilled water (Control):) |
4000.0 |
|
| 5.4.1.3 (Initial Setting Time ,min ( Test block prepared with the water submitted (Sample):
Initial Setting Time ,min ( Test block prepared with the distilled water (Control):) |
2000.0 |
|
| 5.4.a,b,c-Table 1,5.4.2 (a)Neutralization with NaOH,
b)Neutralization with H,SO 4
c)Permissible Limit for Solids
d)pH) |
5000.0 |
|
| custom (Compressive strength-Comparative (as per 516(Part 1 /Section 1):2021) |
4000.0 |
|
| custom (Compressive strength) |
4000.0 |
|
|
| 41 |
IS 2720 - Methods of Tests for Soils |
Methods of Tests for Soils |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Grain size analysis- (IS 2720(Part 4):1985) |
5000.0 |
|
| 2 (Determination of Liquid limit-(IS 2720(Part 5):1985)) |
1000.0 |
|
| 3 (Determination of Plastic Limit(IS 2720(Part 5):1985)) |
1000.0 |
|
| 4 (Determination of Plasticity Index-(IS 2720(Part 5):1985)) |
1000.0 |
|
| 5 (Determination of Water Content-Dry density relation using light compaction (IS 2720(Part 7):1980)) |
5000.0 |
|
| 6 (Determination of Water Content-Dry density relation using heavy compaction (IS 2720(Part 8):1983)) |
5000.0 |
|
| 7 (Laboratory determination of CBR (IS 2720(Part 16):1987)) |
6000.0 |
|
| 8 (Determination of Uniformity coefficient(Cu): (IS 1498:1970)) |
1500.0 |
|
| 9 (Determination of Coefficient of Curvature(Cc): (IS 1498:1970)) |
1500.0 |
|
| 10 (Determination of Shrinkage limit (IS 2720(6)1972)) |
1000.0 |
|
| - (Bulk density) |
1000.0 |
|
| - (Void ratio) |
1000.0 |
|
| - (Type of Soil-Classification & Identification of Soil (IS 1498:1970)) |
2000.0 |
|
| - (Free swell index (Methods of test for soils: IS 2720 (Part 40) : 1977
Reviewed In : 2021)) |
2000.0 |
|
| - (Moisture content (IS:2720(Part 2):1973)) |
1000.0 |
|
| - (Organic matter- (IS 2720(22):1972)) |
1200.0 |
|
| - (Calcium carbonate) |
1200.0 |
|
| - (pH) |
1000.0 |
|
| - (Total Soluble sulphates) |
2000.0 |
|
| Soil Class (Soil Class) |
5000.0 |
|
| 13 (Direct Shear Test (IS : 1720 ( Part 13 ) - 1986 )) |
1500.0 |
|
|
| 42 |
10702 (2023) - Hawai Chappal - Specification |
Hawai Chappal - Specification |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.0 (Test results - Hawai Chappal) |
10000.0 |
|
|
| 43 |
IS 383:2016 - FINE AND COARSE AGGREGATE FOR CONCRETE-SPECIFICATION (All tests for the Coarse aggregates as per IS 2386) |
FINE AND COARSE AGGREGATE FOR CONCRETE-SPECIFICATION (All tests for the Coarse aggregates as per IS 2386) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.2.1 Table 2 (Deleterious materials) |
1500.0 |
|
| 5.3 (Combined Flakiness and Elongation Index) |
1500.0 |
|
| 5.3 (Flakiness Index) |
750.0 |
|
| 5.3 (Elongation Index) |
750.0 |
|
| 5.4.1 (Aggregate Crushing Value) |
1000.0 |
|
| 5.4.1 (Ten Percent fines value) |
1000.0 |
|
| 5.4.2 (Aggregates Impact Value) |
1000.0 |
|
| 5.4.3 (Aggregate Abrasion value) |
1000.0 |
|
| 5.5 (Soundness of aggregate) |
1500.0 |
|
| 5.6.1 (Alkali aggregate reaction-Chemical method) |
2000.0 |
|
| 6 (Size and grading of aggregates-Sieve analysis) |
1500.0 |
|
| 5.7,Table 3 /Custom (Total alkali content, as Na2O equivalent- Percent) |
1000.0 |
|
| 5.7,Table 3 /Custom (Total Sulphate content as SO3,Percent:) |
1000.0 |
|
| 5.7,Table 3 /Custom (Water soluble Chloride content, Percent) |
1000.0 |
|
| 5.7,Table 3 /Custom (Water absorption, Percent) |
1000.0 |
|
| custom (Bulk density -Loose weight) |
500.0 |
|
| custom (Bulk density-Rodded or Compacted weight) |
500.0 |
|
| custom (Moisture content-Percent) |
1000.0 |
|
| 5.7,Table 3 /Custom (Specific gravity) |
500.0 |
|
| Custom (Water absorption ( ASTM C 127 – 07)) |
2000.0 |
|
|
| 44 |
IS 808 : 2021 (2021) - Hot Rolled Steel Beam, Column,
Channel and Angle Sections —
Dimensions and Properties |
Hot Rolled Steel Beam, Column,
Channel and Angle Sections —
Dimensions and Properties |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 (Dimensions, mm) |
2000.0 |
|
| 7.2 (Mass, kg/m) |
1000.0 |
|
|
| 45 |
IS 3462 (1986) - Unbacked Flexible Pvc Flooring |
Unbacked Flexible Pvc Flooring |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.2 (Thickness) |
1000.0 |
|
|
| 46 |
IS 14443 (1997) - Polycarbonate sheets - Specification |
Polycarbonate sheets - Specification |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Firm's request (Thickness) |
1000.0 |
|
|
| 47 |
398 (Part-4) (1994) - ALUMINIUM CONDUCTORS FOR OVERHEAD TRANSMISSION PURPOSES,
PART 4 ALUMINIUM ALLOY STRANDED CONDUCTORS (ALUMINIUM-MAGNESIUM-SILICON TYPE) |
ALUMINIUM CONDUCTORS FOR OVERHEAD TRANSMISSION PURPOSES,
PART 4 ALUMINIUM ALLOY STRANDED CONDUCTORS (ALUMINIUM-MAGNESIUM-SILICON TYPE) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 48 |
IS 4970 & 1708 Identification of Wood & Moisture content (1973) - Key for Identification of Commercial Timbers |
Key for Identification of Commercial Timbers |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Identification of Timber (IS 4970:1973)) |
5000.0 |
|
| 2 (Test for Moisture Content(IS 1708(Part 1):1986) |
1000.0 |
|
| 0 (Specific gravity/Density/gm/cm3) |
500.0 |
|
|
| 49 |
IS 3064 (2018) - Hand - Made drawing paper - Specification (Second Revision) |
Hand - Made drawing paper - Specification (Second Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.2 (Alpha-Cellulose Content) |
2000.0 |
|
| 4.2 (Tensile index) |
2000.0 |
|
|
| 50 |
IS 5758 (2020) - Precast Concrete Kerbs, Channels, Edgings, Quadrants and Gutter Aprons |
Precast Concrete Kerbs, Channels, Edgings, Quadrants and Gutter Aprons |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.3 (Bending Strength, N/mm^2) |
4000.0 |
|
| 9.4 (Water Absorption, in %) |
2000.0 |
|
| 9.2 (Dimensions, Overall Length, in mm) |
500.0 |
|
| 9.2 (Dimensions, Overall Height, in mm) |
500.0 |
|
| 9.2 (Overall Thickness, in mm) |
500.0 |
|
| 4.2 (Shape and Profile) |
1000.0 |
|
|
| 51 |
IS 1489(Part 1):2015 - PORTLAND POZZOLANA CEMENT-SPECIFICATION |
PORTLAND POZZOLANA CEMENT-SPECIFICATION |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Table1,6.i.a (Insoluble residue, percent by mass-maximum) |
500.0 |
|
| Table1,6.i.b (Insoluble residue, percent by mass-minimum) |
500.0 |
|
| Table1,6.ii (Magnesia, percent by mass) |
500.0 |
|
| Table1,6.iii (Total Sulphur content as sulphuric anhydride (SO3), percent by mass) |
500.0 |
|
| Table1,6.iv (Loss on ignition, percent by mass) |
500.0 |
|
| Table1,6.v (Chloride content, percent by mass) |
500.0 |
|
| Table1,6.vi (Alkali content (%)) |
1000.0 |
|
| Table 2, 7, i (Fineness, sq m/kg) |
1000.0 |
|
| Table 2 ,7.ii.a (Soundness-Lechatelier method,mm) |
500.0 |
|
| Table 2 ,7.ii.b (Soundness-autoclave method, percent) |
1000.0 |
|
| Table 2, 7, iii a (Setting time-Initial, minutes) |
250.0 |
|
| Table 2, 7, iii,b (Setting time-final, minutes) |
250.0 |
|
| Table 2, 7, iv,a (Compressive strength-MPa, 72±1 h) |
1000.0 |
|
| Table 2, 7, iv,b (Compressive strength-MPa, 168±2 h) |
1000.0 |
|
| Table 2, 7, iv,c (Compressive strength-MPa, 672±4 h) |
1000.0 |
|
| Table 2, 7, vi (Drying shrinkage,percent) |
1000.0 |
|
| custom (Compressive strength,MPa,24 h ± 1h) |
1000.0 |
|
| custom (Consistency (%)) |
500.0 |
|
|
| 52 |
IS 269:2015 - ORDINARY PORTLAND CEMENT-SPECIFICATION |
ORDINARY PORTLAND CEMENT-SPECIFICATION |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.1,Table-2,i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide) |
500.0 |
|
| 6.1,Table-2,ii (Ratio of percentage of alumina to that of iron oxide,) |
500.0 |
|
| 6.1,Table-2,iii (Insoluble residue, percent by mass,) |
500.0 |
|
| 6.1,Table-2,iv (Magnesia, percent by mass) |
500.0 |
|
| 6.1,Table-2,v (Total sulphur content -as sulphuric anhydride (SO3), percent by mass) |
500.0 |
|
| 6.1,Table-2,vI (Loss on ignition, percent by mass) |
500.0 |
|
| 6.1,Table-2,vii (Chloride content, percent by mass) |
500.0 |
|
| 6.1,Table-2,viii (Alkali content) |
500.0 |
|
| 6.1,Table-2,Note 2,i (Tricalcium aluminate content percent by mass) |
500.0 |
|
| 6.1,Table-2, Note 2,ii (Tricalcium Silicate, percent by mass) |
500.0 |
|
| 7.1,Table- 3,i (Fineness, m2/kg,) |
1000.0 |
|
| 7.1Table-3 ii,a (Soundness-Le-Chatelier method, mm) |
500.0 |
|
| 7.1Table-3 ii,b (Soundness-autoclave test method, percent) |
1000.0 |
|
| 7.1 Table-3,iii,a (Setting Time-Initial, minutes) |
250.0 |
|
| 7.1,Table-3,iii,b (Setting Time-Final, minutes) |
250.0 |
|
| 7.1,Table-3,iv,a (Compressive strength, MPa - 72 ± 1 h) |
1000.0 |
|
| 7.1,Table-3,iv,b (Compressive strength, MPa-168 ± 2 h) |
1000.0 |
|
| 7.1,Table-3,iv,c (Compressive strength,MPa-MPa-672 ± 4 h) |
1000.0 |
|
| 7.1,Table-3,iv,d (Transverse strength-Optional test) |
2000.0 |
|
| custom (Consistency of Cement (%)) |
500.0 |
|
|
| 53 |
Custom/CGWB/2025 (2025) - Custom Specification for Ground Water Samples |
Custom Specification for Ground Water Samples |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Custom (Test Results in Annexure) |
4000.0 |
|
|
| 54 |
IS 8329 (2000) - Centrifugally cast (Spun) ductile iron pressure pipes for water, gas and sewage - Specification (Third Revision) |
Centrifugally cast (Spun) ductile iron pressure pipes for water, gas and sewage - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 15.1.1 (External diameter) |
1000.0 |
|
| 13.3 (Wall Thickness of pipe) |
1000.0 |
|
| 10.1.1 (Percent Elongation) |
1500.0 |
|
| 10.1.1 (Tensile Strength) |
2000.0 |
|
| 11 (Hydrostatic Test) |
3000.0 |
|
|
| 55 |
NTH/NR/RPPT/Rubber & Rubber Products (2025) - Rubber Sheets and Rubber Products |
Rubber Sheets and Rubber Products |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IS 3400 (Part 1) (Tensile Strength) |
2000.0 |
|
| IS 3400 (Part 1) (Elongation at Break) |
1000.0 |
|
| IS 3400 (Part 9) (Density) |
1000.0 |
|
| Firm's request (Hardness (Shore A)) |
1000.0 |
|
| Firms Request (Tear Strength) |
2000.0 |
|
| Firm's Request (Shrinkage at 30 deg.C for 24 hrs) |
2000.0 |
|
|
| 56 |
IS 2380 ( Part, I to XXI) • 1977 - Indian Standard - METHODS OF TEST FOR WOOD PARTICLE BOARDS AND BOARDS FROM OTHER LIGNOCELLULOSIC MATERIALS |
Indian Standard - METHODS OF TEST FOR WOOD PARTICLE BOARDS AND BOARDS FROM OTHER LIGNOCELLULOSIC MATERIALS |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Part II (ACCURACY OF DIMENSIONS OF BOARDS
(Straightness', Squareness, Width, Length, Thickness & Dubbing)) |
1000.0 |
|
| Part III (Moisture Content(%)) |
1000.0 |
|
| Part III (Density (Kg/Cum)) |
500.0 |
|
| Part iV (Static bending strength (Modulus of Rupture & Modulus of Elasticity)) |
2500.0 |
|
| Part V (Tensile strength-Perpendicular to Surface) |
2000.0 |
|
| Part VI (Tensile strength -Parallel to Surface) |
2000.0 |
|
| Part VII (Compression perpendicular to plane of the board:
(compressibility and retention of compression %)) |
1500.0 |
|
| Part VIII (Compression parallel to Surface) |
1500.0 |
|
| Part IX (Resistance to Shear in Plane of the board
(Shear strength)) |
1500.0 |
|
| Part X (Falling hammer Impact Test) |
1500.0 |
|
| Part XI (Surface Hardness Test) |
1500.0 |
|
| Part XiV (Screw Withdrawal Test) |
1500.0 |
|
| Part XIV (Nail Withdrawal Test) |
1500.0 |
|
| Part XVI (Water absorption (%):
(2 h and 24h)) |
1000.0 |
|
| Part XVII (Determination of Swelling in Water-Swelling due to general absorption:(%)) |
1000.0 |
|
| Part XVII (Determination of Swelling in Water-Swelling due to surface absorption:(%)) |
2000.0 |
|
| Part XVIII (Determination of Mass and Dimensional Changes caused by Moisture Changes:) |
2000.0 |
|
| PART XIX (Durability Cyclic Test for Interior Use:) |
2000.0 |
|
| PART XX (Accelerated Weathering Cyclic Test for exterior use:) |
2000.0 |
|
| custom (Determination of Surface resistance to steam
(Annex D IS 12823 : 2015)) |
500.0 |
|
| custom (Resistance to Crack (Annex E IS 12823 : 2015)) |
500.0 |
|
| custom (Resistance to Cigarette burn (Annexure F of IS 12823 : 2015)) |
500.0 |
|
| custom (Resistance to stain (Annexure G of IS 12823 : 2015)) |
500.0 |
|
| custom (Edge load Test(IS 4020(7))) |
1500.0 |
|
| custom (Shock resistance Test (IS 4020 (8))) |
1500.0 |
|
| custom (Water resistance Test -60 ± 2°C for a period of 3 hours(IS 1734 (6))) |
2000.0 |
|
| custom (Varying Humidity Test : IS 4020(12)) |
3000.0 |
|
| custom (Charpy Impact strength) |
1000.0 |
|
|
| 57 |
Custom/RPPT/Low Back Chair (2025) - Custom/RPPT/Low Back Chair |
Custom/RPPT/Low Back Chair |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1.0 (Dimensions (Seat & Back)) |
1000.0 |
|
| 2.0 (Thickness of Ply Wood) |
1000.0 |
|
| 3.0 (Thickness of Polyurethane Foam (Seat & Back assembly)) |
1000.0 |
|
| 4.0 (Density of Polyurethane Foam (Seat & Back assembly)) |
1000.0 |
|
| 5.0 (Identification of Polyurethane Foam (Seat & Back assembly)) |
5000.0 |
|
| 6.0 (Identification of Polyurethane Foam (armrest)) |
5000.0 |
|
| 7.0 (Dry film thickness of Powder Coating) |
2000.0 |
|
| 8.0 (Thickness of Fabric) |
1000.0 |
|
|
| 58 |
IS 7098 : Part 2 (2011) - Crosslinked polyethylene insulated thermoplastic sheathed cables - Specification: Part 2 for working voltages from 3.3 kV up to and including 33 kV (Second Revision) |
Crosslinked polyethylene insulated thermoplastic sheathed cables - Specification: Part 2 for working voltages from 3.3 kV up to and including 33 kV (Second Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 19.2 (Acceptance Test) |
25000.0 |
|
| 19.2.(j) (High Voltage test at room temperature) |
1000.0 |
|
| 19.2.(d) (Resistance of conductor-R) |
1000.0 |
|
| 19.2.(d) (Resistance of conductor-Y) |
1000.0 |
|
| 19.2.(d) (Resistance of conductor-B) |
1000.0 |
|
| 19.2.(d) (Resistance of conductor-Black) |
250.0 |
|
|
| 59 |
IS : 1734 (Parts 1 to 20) - 1983 - METHODS OF TEST FOR PLYWOOD |
METHODS OF TEST FOR PLYWOOD |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3 (Flammability Test) |
3000.0 |
|
|
| 60 |
Custom/SR/Precious Metals (2025) - Custom Standard for Precious Metals |
Custom Standard for Precious Metals |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Custom 1 (Silver content - IS 2113:2014) |
2000.0 |
|
| Custom 2 (Dimension) |
2000.0 |
|
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