| 481 |
IS 737 (2008) - Wrought aluminium and aluminium alloy sheet and strip for general engineering purposes - Specification (Fourth Revision) |
Wrought aluminium and aluminium alloy sheet and strip for general engineering purposes - Specification (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.2 (Bend Test) |
1000.0 |
|
| 7.1 (% Elongation at 50 mm gauge length) |
500.0 |
|
| 7.1 (0.2% Proof Stress) |
1000.0 |
|
| 7.1 (Tensile Strength) |
1000.0 |
|
| 9 (Dimensions) |
1000.0 |
|
| 6 (Titanium) |
1000.0 |
|
| 6 (Silicon) |
1000.0 |
|
| 6 (Manganese) |
1000.0 |
|
| 6 (Chromium) |
1000.0 |
|
| 6 (Magnesium) |
1000.0 |
|
| 6 (Iron) |
1000.0 |
|
| 6 (Copper) |
1000.0 |
|
| 6 (Zinc) |
1000.0 |
|
| 6 (Aluminium) |
1000.0 |
|
|
| 482 |
IS 15622 (2017) - Pressed Ceramic Tiles - Specification (First Revision) |
Pressed Ceramic Tiles - Specification (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6, Tables 8 and 9, Sl No (ii), (q) (Bulk Density-IS13630 (Part 2):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (k) (Impact resistance-Coefficient of Restitution-IS13630 (Part 14):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (j) (Crazing Resistance- IS13630 (Part 9):2019) |
1500.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (g) (Coefficient of Linear thermal expansion from ambient temperature to 100° C(K raise to -1)-IS 13630 (Part 4):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (e) (Scratch Hardness of surface (Mohs' Scale)-IS13630 (Part 13):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (c) (Breaking of strength in N- IS13630 (Part 6):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (b) (Modulus of rupture in N/mm²- IS13630 (Part6):2019) |
2000.0 |
|
| 6, Tables 5 to 9, Sl No (ii), (a) (Water Absorption-IS13630 (Part 2):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (e-1,2,3) (Surface Flatness-Maximum deviation in percent from flatness-(Centre curvature, Edge curvature & warpage) -IS: 13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (c) (Straightness of sides(Facial sides)Maximum deviation in percent to corresponding work size- IS13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (d) (Rectangularity-Maximum deviation in percent to corresponding work size-IS: 13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (i), (b) (Dimension-Thickness-Deviation in percent from work size -IS: 13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Width -IS:13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Length-IS13630 (Part1):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (i), (f) (Surface Quality-IS13630 (Part1):2019) |
500.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (c) (Resistance to acid and alkalies (with exception of hydrofloric acid and its compounds-IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (b) (Resistance to household chemicals swimming pools, and water cleansers except to cleansing agents containing hydrofluoric acid and its compounds IS 13630(8)/(7):2019) |
1000.0 |
|
| 6, Tables 5 to 9, Sl No (iii), (a) (Resistance to staining IS 13630(8)/(7):2019) |
1000.0 |
|
|
| 483 |
IS 1237 (2012) - Cement Concrete Flooring Tiles - Specification |
Cement Concrete Flooring Tiles - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.6 (Wet transverse strength-Annex F of IS 1237:2012) |
2000.0 |
|
| 12.5 (Water Absorption-Annex E of IS 1237:2012) |
1000.0 |
|
| 12.4 (Straightness-Annex D of IS 1237:2012) |
500.0 |
|
| 12.3 (Perpendicularity-Annex C of IS 1237:2012) |
500.0 |
|
| 12.2 (Flatness-Annex B of IS 1237:2012) |
500.0 |
|
| 10 (General Quality-IS 1237:2012) |
100.0 |
|
| 8.3 & Table2 (The thickness of Wearing Layer-IS 1237:2012) |
100.0 |
|
| 7, 8.2 & Table1 (Thickness & Tolerances-IS 1237:2012) |
100.0 |
|
| 7 & 8.1, Table1 (Dimensions & Tolerances-IS 1237:2012) |
200.0 |
|
| 12.7 (Resistance to wear-Annex G of IS 1237:2012) |
2500.0 |
|
| - (Density) |
1000.0 |
|
|
| 484 |
IS 15658 (2021) - Concrete Paving Blocks - Specification ( First Revision ) |
Concrete Paving Blocks - Specification ( First Revision ) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3, Table 3, Sl No (i) (Water Absorption-IS 15658:2021, Annex C) |
1000.0 |
|
| 7.3, Table 3, Sl No (ii) (Compressive Strength-IS 15658:2021, Annex D) |
4000.0 |
|
| 7.2, Table2 (Dimensions & Tolerances-IS 15658:2021, Annex B) |
3000.0 |
|
| 7.1 (General quality & Finish-IS 15658:2021) |
1000.0 |
|
| 7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Dry condition)-IS 15658:2021, Annex E) |
4000.0 |
|
| 7.3, Table 3, Sl No (iii) (Abrasion Resistance-(Wet condition)-IS 15658:2021, Annex E) |
4000.0 |
|
| 7.3, , Table 3, Sl No (v) (Flexural strength-IS 15658:2021, Annex G) |
4000.0 |
|
|
| 485 |
IS 12894 (2002) - Pulverized fuel ash - Lime bricks - Specification |
Pulverized fuel ash - Lime bricks - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3 (Efforescence) |
1000.0 |
|
| 7.4 (Water Absorption) |
1000.0 |
|
| 7.1 (Crushing Strength) |
2000.0 |
|
| 5 (Dimensions) |
500.0 |
|
| 3 (General quality) |
500.0 |
|
| 7.2 (Drying Shrinkage) |
2000.0 |
|
|
| 486 |
IS 1077 (1992) - Common burnt clay building bricks - Specification (Fifth Revision) |
Common burnt clay building bricks - Specification (Fifth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.3 (Efflorescence IS 3495 (Part 3) : 2019) |
1000.0 |
|
| 7.2 (Water Absorption IS 3495 (Part 2) : 2019) |
1000.0 |
|
| 7.1 (Compressive Strength-IS 3495 (Part 1) : 2019) |
2000.0 |
|
| 6 (DIMENSIONS AND TOLERANCES-IS 1077 : 1992) |
500.0 |
|
| 5 (GENERAL QUALITY IS 1077 : 1992) |
500.0 |
|
|
| 487 |
IS 16415 (2015) - Composite cement |
Composite cement |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (Drying Shrinkage) |
1000.0 |
|
| 7 (Compressive strength,672±4 h) |
1000.0 |
|
| 7 (Compressive strength,168±2 h) |
1000.0 |
|
| 7 (Compressive strength,72±1 h) |
1000.0 |
|
| 7 (Setting time,Final) |
250.0 |
|
| 7 (Setting time Initial) |
250.0 |
|
| 7 (Soundness-autoclave method) |
1000.0 |
|
| 7 (Soundness-Lechatlier method) |
500.0 |
|
| 7 (Fineness) |
1000.0 |
|
|
| 488 |
IS 455 (2015) - Portland slag cement - Specification [OLD] |
Portland slag cement - Specification |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7 (28 Days Compressive strength,672±4 h) |
1000.0 |
|
| 7 (7 Days Compressive strength,168±2 h) |
1000.0 |
|
| 7 (3 Days Compressive strength,72±1 h) |
1000.0 |
|
| 7 (Setting time,Final) |
250.0 |
|
| 7 (Setting time Initial) |
250.0 |
|
| 7 (Soundness-autoclave method) |
1000.0 |
|
| 7 (Soundness-Lechatlier method) |
500.0 |
|
| 7 (Fineness) |
1000.0 |
|
| 6 (Alkali content) |
1000.0 |
|
| 6 (Chloride content) |
700.0 |
|
| 6 (Loss on Ignition) |
700.0 |
|
| 6 (Sulphide Sulphur (S)) |
700.0 |
|
| 6 (Total Sulphur content calculated as sulphuric anhydride SO3) |
500.0 |
|
| 6 (Magnesia) |
700.0 |
|
| 6 (Insoluble residue) |
700.0 |
|
| 13 (Consistency of Cement) |
500.0 |
|
| custom (Compressive strength-24 ±2h) |
1000.0 |
|
|
| 489 |
IS 1489 (Part 1) (2015) - Portland pozzolana cement - Specification: Part 1 Fly Ash Based |
Portland pozzolana cement - Specification: Part 1 Fly Ash Based |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7, Table 2, Sl No 1 (Fineness IS 4031(2):1999) |
1000.0 |
|
| 7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4c (28 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4b (7 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 4a (3 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
| 7, Table 2, Sl No 3b (Setting time-Final IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 3a (Setting time-Initial IS 4031(5):1988) |
250.0 |
|
| 7, Table 2, Sl No 2b (Soundness-autoclave method IS 4031(3):1988) |
1000.0 |
|
| 7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4031(3):1988) |
500.0 |
|
| 6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
| 6, Table 1, Sl No 5 (Chloride content, IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 4 (Loss on ignition IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 3 (Total Sulphur content IS 4032:1985) |
800.0 |
|
| 6, Table 1, Sl No 2 (Magnesia IS 4032:1985) |
600.0 |
|
| 6, Table 1, Sl No 1 (Insoluble residue, IS 4032:1985) |
1000.0 |
|
| 13 (Consistency of Cement) |
500.0 |
|
| 7 (Compressive strength-24 +/- 1 h) |
1000.0 |
|
| Custom (Fineness of Cement by Wet Sieving [as per IS 4031 (Part 15): 1991]) |
500.0 |
|
|
| 490 |
IS 280 (2006) - Mild steel wire for general engineering purposes (Fourth Revision) |
Mild steel wire for general engineering purposes (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.2 (Wrapping Test) |
1000.0 |
|
| 9.1 (Tensile Strength) |
3000.0 |
|
|
| 491 |
IS 277 (2018) - Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 14 (Total coated thickness, mm) |
1000.0 |
|
| 8.1 (Erischen cupping test) |
1000.0 |
|
| 8.2 (Bend Test) |
1000.0 |
|
| 8.1 (Percentage Elongation, %) |
1000.0 |
|
| 8.1 (Yield Strength, MPa) |
1000.0 |
|
| 8.1 (Tensile strength, MPa) |
1000.0 |
|
| 8.1 (Mass of Zn coating) |
2000.0 |
|
| 5.1 (Carbon) |
500.0 |
|
| 5.1 (Manganese) |
500.0 |
|
| 5.1 (Sulphur) |
500.0 |
|
| 5.1 (Phosphorus) |
500.0 |
|
| 9 (Surface roughness) |
1000.0 |
|
| 14 (Thickness (As received condition), mm) |
1000.0 |
|
| TDS-1 (Base Metal Thickness (As per test request), mm) |
1000.0 |
|
| 5.1 (Aluminium) |
500.0 |
|
| 5.1 (Silicon) |
500.0 |
|
|
| 492 |
IS 278 (2009) - Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.1 (Breaking Load of Completed Barbed Wire) |
1000.0 |
|
| 12.1 (Tensile Strength of Line Wire) |
1000.0 |
|
| 12.3 (Ductility) |
1000.0 |
|
|
| 493 |
IS 9537 : Part 2 (1981) - Specification for conduits for electrical installations: Part 2 rigid steel conduits |
Specification for conduits for electrical installations: Part 2 rigid steel conduits |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 9.2 (Bend Test) |
1000.0 |
|
| 7 (Wall thickness of 63 mm nominal size) |
500.0 |
|
| 9.2 (Bending Test (With Seam on the Outside of flank)) |
500.0 |
|
| 9.2 (Bending Test (With Seam on the flank)) |
500.0 |
|
| 13 (External Influence Test (With Seam on the Outside of the Bend)) |
1000.0 |
|
| 13 (External Influence Test (With Seam on the flank)) |
1000.0 |
|
| 7 (Wall thickness) |
500.0 |
|
| 7 (Outside Diameter) |
500.0 |
|
| 7 (Outside Diameter of 50 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 40 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 32 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 25 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 20 mm nominal size) |
500.0 |
|
| 7 (Outside Diameter of 16 mm nominal size) |
500.0 |
|
| 7.2 (Checking the Minimum outside diameter.) |
750.0 |
|
| 7.2 (Checking the Maximum outside diameter) |
750.0 |
|
| 9.2 (Bending Test (With Seam on the Outside of flank)) |
500.0 |
|
| 9.2 (Bending Test (With Seam on the flank)) |
500.0 |
|
| 13 (External Influence Test (With Seam on the flank)) |
1000.0 |
|
| 13 (External Influence Test (With Seam on the Outside of the Bend)) |
1000.0 |
|
| 9.3 (Compression Test) |
3000.0 |
|
| 0.1 (Mass of Zn Coating) |
2000.0 |
|
| 0.3 (Uniformity of Zn Coating) |
1000.0 |
|
|
| 494 |
IS 2062 (2011) - Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 15 (Dimensions) |
1000.0 |
|
| 12 (Impact Test (For Specified Quality Grade)) |
5000.0 |
|
| 11 (Bend Test - IS 1599: 2019.) |
1500.0 |
|
| 10 (% Elongation - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 10 (Yield Stress - - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 10 (Tensile Strength - IS 1608 (Part 1): 2022) |
1000.0 |
|
| 8.2 (Carbon Equivalent, %) |
500.0 |
|
| 8.2 (Silicon) |
500.0 |
|
| 8.2 (Manganese) |
500.0 |
|
| 8.2 (Phosphorus) |
500.0 |
|
| 8.2 (Sulphur) |
500.0 |
|
| 8.2 (Carbon) |
500.0 |
|
| 0 (Coating Thickness) |
2000.0 |
|
| 0 (Mass of Zinc Coating) |
2000.0 |
|
| 8 (Chemical Analysis) |
2500.0 |
|
| 8 (Chemical Analysis with micro-alloys) |
5000.0 |
|
| 8.2 (Carbon Equivalent (CE), %.) |
500.0 |
|
| 4 (Diameter (IS 1732), mm) |
1000.0 |
|
| 4 (Mass per metre (IS 1732), kg) |
1000.0 |
|
|
| 495 |
IS 4985 (2000) - Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.2 (Resistance to External Blows) |
2000.0 |
|
| 11.1 (Hydrostatic Characteristics) |
5000.0 |
|
| 10.6 (Density) |
2000.0 |
|
| 10.5 (Vicat Softening Temperature) |
1500.0 |
|
| 10.4 (Reversion Test) |
2000.0 |
|
| 10.2 (Opacity) |
2000.0 |
|
| 7.2 (Dimension of Socket) |
1000.0 |
|
| 7.1 (Dimension of Pipe) |
1000.0 |
|
| 10.1 (Visual Appearance) |
1000.0 |
|
| 9.1 (Pipe End) |
1000.0 |
|
|
| 496 |
FCO -1985 (1985) - The Fertiliser (Control) Order 1985 (as amended upto Nov 2023) |
The Fertiliser (Control) Order 1985 (as amended upto Nov 2023) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Schedule I Part A (Matter insoluble in water) |
1000.0 |
|
| Schedule I Part A (Sodium (as NaCl) on dry basis) |
1000.0 |
|
| Schedule I Part A (Water soluble potash (as K2O)) |
1000.0 |
|
| Schedule I Part A (Water soluble phosphate (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Ammoniacal nitrogen) |
1000.0 |
|
| Schedule I Part A (Nitrate nitrogen) |
1000.0 |
|
| Schedule I Part A (Total nitrogen) |
1000.0 |
|
| Schedule I Part A (Moisture) |
1000.0 |
|
| Schedule I Part A (Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Urea nitrogen) |
1000.0 |
|
| Schedule I Part A (Sodium as NaCl) |
1000.0 |
|
| Schedule I Part A (Sodium (as NaCl) on dry basis) |
1000.0 |
|
| Schedule I Part A (Total chloride (as Cl)(on dry basis)) |
1000.0 |
|
| Schedule I Part A (Magnesium as MgO) |
1000.0 |
|
| Schedule I Part A (Zinc (as Zn)) |
1000.0 |
|
| Schedule I Part A (Boron (as B)) |
1000.0 |
|
| Schedule I Part A (Cadmium (as Cd)) |
1000.0 |
|
| Schedule I Part A (pH) |
1000.0 |
|
| Schedule I Part A (Iron (as Fe)) |
1000.0 |
|
| Schedule I Part A (Lead (as Pb)) |
1000.0 |
|
| Schedule I Part A (Copper (as Cu)) |
1000.0 |
|
| Schedule I Part A (Nitrogen in ammoniacal form) |
1000.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and nitrate)) |
1000.0 |
|
| Schedule I Part A (Particle size – per cent of the material retained between 1 mm and 4 mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Sulphate Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Available Phosphorous (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Free Phosphoric Acid (as P2O5)) |
1000.0 |
|
| Schedule I Part A (Arsenic as (As2O3)) |
1000.0 |
|
| Schedule I Part A (Free acidity (as H2SO4)(0.04 for material obtained from by-product ammonia and by-product gypsum)) |
1000.0 |
|
| Schedule I Part A (Water Soluble Potassium (as K2O)) |
1000.0 |
|
| Schedule I Part A (Total Nitrogen (ammoniacal and urea)) |
1000.0 |
|
| 1 (Nitrogen) |
1000.0 |
|
| 1(ii) (Phosphate (as P2O5)) |
1000.0 |
|
| 1(iii) (Neutral ammonium citrate soluble Phosphates (as P2O5)) |
1000.0 |
|
| 1(iv) (Water soluble Phosphates (as P2O5)) |
1000.0 |
|
| 1(v) (Water soluble Potash (as K2O)) |
1000.0 |
|
| 1(vi) (Particle size - percent of material pass through 5.6mm IS sieve and retained on 1mm IS sieve) |
1000.0 |
|
| 1(vi) (Particle size - percent of material below 1mm IS sieve) |
1000.0 |
|
| Schedule I Part A (Total nitrogen (all in Nitrate form)) |
1000.0 |
|
| Schedule I Part A (Total chlorides (as Cl)) |
1000.0 |
|
| Schedule I Part A (Sodium (as Na)) |
1000.0 |
|
| 1.viii (Chromium (as Cr)) |
1000.0 |
|
| Schedule I Part A (Biuret) |
1000.0 |
|
| Schedule I Part A (Total nitrogen (on dry basis)) |
1000.0 |
|
| Schedule I Part A (Particle size —per cent of the material retained between 4 mm and 2 mm IS sieve.) |
1000.0 |
|
| Schedule I Part A (Particle size—per cent of the material retrained between 1 mm and 2.8 mm IS sieve) |
1000.0 |
|
| Schedule I Part A (Total Elemental Sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (pH (5 % solution)) |
1000.0 |
|
| Schedule I Part A (Magnesium (as Mg)) |
1000.0 |
|
| Schedule I Part A (Molybdenum (as Mo)) |
1000.0 |
|
| Schedule I Part A (Manganese (as Mn)) |
1000.0 |
|
| Schedule I Part A (Water soluble calcium (as Ca)) |
1000.0 |
|
| Schedule I Part A (Arsenic (as As)) |
1000.0 |
|
| 1(C)6 (Water soluble Calcium (as CaO)) |
1000.0 |
|
| 1(C)6 (Water soluble Magnesium (as MgO)) |
1000.0 |
|
| Schedule I Part A (Particle size –percent of the material retained between 0.25 mm and 1.7 mm IS sieve) |
1000.0 |
|
| Schedule I Part A (Specific gravity (kg/l)) |
1000.0 |
|
| Schedule I Part A (Calcium (as Ca)) |
1000.0 |
|
| Schedule I Part A (Ferrous iron (as Fe)) |
1000.0 |
|
| Schedule I Part A (Free acid (as H2SO4)) |
1000.0 |
|
| Sch IV Pt-A (Total Nitrogen (as N)) |
1000.0 |
|
| Sch IV Pt-A (Total phosphates (as P2O5)) |
1000.0 |
|
| Sch IV Pt-A (pH (1:5 solution)) |
1000.0 |
|
| Sch-IV Pt-A (Particle Size- Percent material passed through 4.0 mm IS Sieve) |
1000.0 |
|
| Schedule I Part A (Zinc content (Expressed as Zn) in the form of Zn-EDTA) |
1000.0 |
|
| Schedule I Part A (Appearance – Free flowing crystalline or powder or Tablet) |
1000.0 |
|
| Schedule I Part A (Appearance) |
1000.0 |
|
| Table (Solubility in Water) |
1000.0 |
|
| Schedule I Part A (Particle Size) |
1000.0 |
|
| Schedule I Part A (Total nitrogen all in ammoniacal form) |
1000.0 |
|
| Schedule I Part A (Total sulphur (as S)) |
1000.0 |
|
| Schedule I Part A (Neem Oil Content soluble in binary mixture of n-hexane-acetone (4:1)) |
1000.0 |
|
| Schedule I Part A (Total Boron (as B)) |
1000.0 |
|
| Schedule I Part A (Total Zinc (Zn)) |
1000.0 |
|
| Custom (Calcium oxide (as CaO)) |
1000.0 |
|
| Custom (7-above) (Test Results (as per Annexure/Form L; Non-NABL)) |
7000.0 |
|
| Custom (Neutral ammonium citrate insoluble Phosphates (as P2O5)) |
1000.0 |
|
| Schedule I Part A (DTPA soluble Zinc (as Zn)) |
1000.0 |
|
| Schedule I Part A (Water soluble Zinc (as Zn)) |
1000.0 |
|
| Schedule I Part A (Iron content (expressed as Fe) in the form of Fe-EDTA) |
1000.0 |
|
| Test parameters 1-3 (Test Results (as per Annexure/Form L)) |
2000.0 |
|
| Test parameters 4-6 (Test Results (as per Annexure/Form L)) |
4000.0 |
|
| Test parameters 7-above (Test Results (as per Annexure/Form L)) |
7000.0 |
|
| Sch-I Pt-A (Analysis Report (as Annexure/Form L)) |
7500.0 |
|
| Custom (1-3) (Test Results (as per Annexure/Form L; Non-NABL)) |
2000.0 |
|
| Custom (4-6) (Test Results (as per Annexure/Form L; Non-NABL)) |
4000.0 |
|
| Schedule 1 Part A (Total phosphorus (as P2O5)) |
1000.0 |
|
|
| 497 |
IS 1239 : Part 1 (2004) - Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 14.3 (Flattening Test on tube above 50 mm NB) |
1000.0 |
|
| 8.1 (Mass per meter) |
1000.0 |
|
| 14.1 (Tensile Strength) |
2000.0 |
|
| 13 (Leak proof test) |
2500.0 |
|
| 14.1.1(a) (% Elongation) |
1000.0 |
|
| 6.1.1 (Chemical composition (Carbon)) |
625.0 |
|
| 6.1.1 (Chemical composition (Sulphur)) |
625.0 |
|
| 6.1.1 (Chemical composition (Phosphorus)) |
625.0 |
|
| 6.1.1 (Chemical composition (Manganese)) |
625.0 |
|
| 8 (Dimension (Outside diameter), mm.) |
1000.0 |
|
| 8 (Dimensions (Thickness), mm.) |
1000.0 |
|
| 14.1.1(b)(1) (% Elongation) |
1000.0 |
|
| 14.1.1 (% Elongation on gauge length of 5.65 x Sq. root area) |
1000.0 |
|
| 12 (Galvanizing (Mass of Zinc coating)) |
2000.0 |
|
| 12 (Galvanizing (Uniformity of Zinc coating)) |
1000.0 |
|
|
| 498 |
IS 210 (2009) - Grey iron castings - Specification (First Revision) |
Grey iron castings - Specification (First Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 16 (Brinell Hardness) |
2000.0 |
|
| 15 (Tensile Strength) |
2500.0 |
|
| 6 (Chemical Composition (Sulphur)) |
500.0 |
|
| 6 (Chemical Composition (Phosphorus)) |
1000.0 |
|
|
| 499 |
IS 2932 (2013) - Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision) |
Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision) |
- View breakup
-
| 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 |
|
| 6.6 (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 |
|
| Custom (Pencil hardness test - IS 101 (P-5, Sec-1): 1988) |
1200.0 |
|
|
| 500 |
IS 14252 (2015) - Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Avg. Breaking Strength of fabric after UV exposure) |
2000.0 |
|
| 4 (Elongation at break of fabric, Widthwise) |
500.0 |
|
| 4 (Elongation at break of fabric, Lengthwise) |
500.0 |
|
| 4 (Average Breaking Strength of bottom seam) |
2000.0 |
|
| 4 (Avg. Breaking Strength of fabric, Widthwise) |
1000.0 |
|
| 4 (Avg. Breaking Strength of fabric, Lengthwise) |
1000.0 |
|
| 4 (Mass of Sack (without tying cord)) |
1000.0 |
|
| 4 (Picks/dm) |
500.0 |
|
| 4 (Ends/dm) |
500.0 |
|
| 4 (Dimensions, Outside Width) |
500.0 |
|
| 4 (Dimensions, Outside Length) |
500.0 |
|
| 4 (Mass of Bale) |
2000.0 |
|
| 3.3 (Tying cord Material Identification) |
2000.0 |
|
| 3.4.1 (Mouth of Sack, Channel secured with ) |
2000.0 |
|
| 3.4.1 (Mouth of Sack, Channel withturn-in) |
2000.0 |
|
| 3.4.1 (Mouth of Sack, Channel width) |
2000.0 |
|
| 3.4.1 (Bottom Seam, Number of Stitchs per dm) |
2000.0 |
|
| 3.4.1 (Bottom Seam, Double fold seam depth) |
2000.0 |
|
| 3.4.1 (Bottom Seam, Outer stitch distance from outer edge) |
2000.0 |
|
| 3.4.1 (Bottom Seam, Two row separation distance) |
2000.0 |
|
|
| 501 |
IS 11652 (2017) - Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5 (Elongation at break of fabric, Widthwise) |
2000.0 |
|
| 5 (Elongation at break of fabric, Lengthwise) |
2000.0 |
|
| 5 (Breaking Strength of Top &bottom seam) |
2000.0 |
|
| 5 (Avg. Breaking Strength of fabric, Widthwise) |
2000.0 |
|
| 5 (Avg. Breaking Strength of fabric, Lengthwise) |
2000.0 |
|
| 5 (Mass of Sack (Gusset Type)) |
2000.0 |
|
| 5 (Mass of Sack (Non-Gusset type)) |
2000.0 |
|
| 5 (Picks/dm) |
2000.0 |
|
| 5 (Ends/dm) |
2000.0 |
|
| 5.1 (Mass of Bale) |
2000.0 |
|
| 5 (Dimension, Depth of valve(Non-Gusset sack)) |
2000.0 |
|
| 5 (Dimension, Depth of valve(Gusset sack)) |
2000.0 |
|
| 5 (Dimension, Width of valve) |
2000.0 |
|
| 5 (Dimension, Width of Sack inside) |
2000.0 |
|
| 5 (Dimension, Length of Sack inside) |
2000.0 |
|
| 4.4 (Seam Stitch, Number of Stitchs per dm) |
2000.0 |
|
| 4.4 (Seam Stitch, Double fold seam depth) |
2000.0 |
|
| 4.4 (Seam Stitch, Outer stitch distance from outer edge) |
2000.0 |
|
| 4.4 (Top & Bottom Seam Stitching, Two row separation distance) |
2000.0 |
|
|
| 502 |
IS/ISO 9994 (2005) - LIGHTERS - SAFETY SPECIFICATION |
LIGHTERS - SAFETY SPECIFICATION |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.9 (Visual observation) |
2000.0 |
|
| 4.8 (Visual observation) |
900.0 |
|
| 4.7 (Visual observation) |
900.0 |
|
| 4.6 (Visual observation) |
1800.0 |
|
| 4.5 (Gas leakage rate) |
1800.0 |
|
| 4.4 (Gas leakage rate) |
900.0 |
|
| 4.4 (Gas leakage rate) |
900.0 |
|
| 4.3 (Gas leakage rate) |
900.0 |
|
| 4.2 (Gas leakage rate) |
1000.0 |
|
| 4.1 (Visual observation) |
800.0 |
|
| 3.6 (Volumetric displacement) |
1800.0 |
|
| 3.5 e) (Flame extinction) |
1800.0 |
|
| 3.5 d) (Flame extinction) |
1800.0 |
|
| 3.1 (Flame generation) |
900.0 |
|
| 3.2.1.1 (Flame height: Non-adjustable fluid lighters) |
900.0 |
|
| 3.2.1.2 (Flame height: Non-adjustable, postmixing and premixing burner lighters) |
1800.0 |
|
| 3.2.2.2 (Flame height: Adjustable postmixing burner lighters (flame height on first ignition)) |
1800.0 |
|
| 3.2.2.3 (Flame height: Adjustable postmixing burner lighters (maximum flame height)) |
1800.0 |
|
| 3.2.2.4 (Flame height: Adjustable premixing burner lighters (flame height on first ignition)) |
1800.0 |
|
| 3.2.2.5 (Flame height: Adjustable premixing burner lighters (maximum flame height)) |
1800.0 |
|
| 3.2.2.6 (Flame height: Adjustable postmixing and premixing burner (at lowest setting)) |
1800.0 |
|
| 3.2.2.7 (Flame height: Automatically adjusting pipe lighters) |
1800.0 |
|
| 3.3 (Flame-height adjustment) |
- |
|
| 3.4 (Resistance to spitting or sputtering and flaring) |
900.0 |
|
| 3.5 a) (Flame extinction: Non-adjustable fluid and postmixing burner) |
1800.0 |
|
| 3.5 b) (Flame extinction: Adjustable postmixing burner lighters) |
1800.0 |
|
| 3.5 d) (Flame extinction: Non-adjustable premixing burner lighters) |
1800.0 |
|
| 3.5 e) (Flame extinction: Adjustable premixing burner lighters) |
1800.0 |
|
| 3.6 (Volumetric displacement) |
1800.0 |
|
| 4.1 (External finish) |
800.0 |
|
| 4.2 (Compatibility with fuel) |
1000.0 |
|
| 4.3 (Resistance to fuel loss) |
- |
|
| 4.4 (Resistance to dropping) |
900.0 |
|
| 4.4 (Resistance to dropping at -10ºC) |
900.0 |
|
| 4.5 (Resistance to elevated temperature) |
1800.0 |
|
| 4.6 (Resistance to internal pressure) |
1800.0 |
|
| 4.7 (Burning behaviour) |
900.0 |
|
| 4.8 (Resistance to cyclic burning) |
900.0 |
|
| 4.9 (Resistance to continuous burning) |
2000.0 |
|
|
| 503 |
IS 513 : Part 1 (2016) - Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1 (Yield stress) |
1000.0 |
|
| 8.1 (Tensile strength) |
1000.0 |
|
| 8.1 (% Elongation) |
1000.0 |
|
| 8.2 (Cupping Test) |
3000.0 |
|
| 8.3 (Hardness Test) |
2000.0 |
|
| 8.4 (Bend Test) |
1000.0 |
|
| 8.5 (Mean Plastic Strain Ratio (r bar)) |
3000.0 |
|
| 8.6 (Tensile Strain Hardening Component (n-value)) |
3000.0 |
|
| 8.7 (Bake Hardening Index (BH)) |
3000.0 |
|
| 9.4.1 (Surface condition (Quality A)) |
500.0 |
|
| 9.4.2 (Surface condition (Quality B)) |
500.0 |
|
| 9.5 (Surface finish) |
1000.0 |
|
| 11 (Thickness) |
1000.0 |
|
| 7 (Chemical composition (Carbon)) |
625.0 |
|
| 7 (Chemical composition (Manganese)) |
625.0 |
|
| 7 (Chemical composition (Sulphur)) |
625.0 |
|
| 7 (Chemical composition (Phosphorus)) |
625.0 |
|
| 7 (Chemical composition (Aluminium)) |
208.0 |
|
| 7 (Chemical composition (Silicon)) |
208.0 |
|
| 7 (Chemical composition (Chromium)) |
208.0 |
|
| 7 (Chemical composition (Nickel)) |
208.0 |
|
| 7 (Chemical composition (Niobium)) |
208.0 |
|
| 7 (Chemical composition (Vanadium)) |
208.0 |
|
| 7 (Chemical composition (Titanium)) |
208.0 |
|
| 7 (Chemical composition (Molybdenum)) |
208.0 |
|
| 7 (Chemical composition (Boron)) |
208.0 |
|
| 7 (Chemical composition (Calcium)) |
208.0 |
|
| 7 (Chemical composition (Copper)) |
208.0 |
|
|
| 504 |
IS 6911 (2017) - Stainless steel plate, sheet and strip - Specification (Second Revision) |
Stainless steel plate, sheet and strip - Specification (Second Revision) |
- View breakup
-
| 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 |
|
| TDS-1 (Dimensions, mm) |
2000.0 |
|
|
| 505 |
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
-
| 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.) |
2000.0 |
|
| 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 |
|
|
| 506 |
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
|
|
| 507 |
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
-
| 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 |
|
|
| 508 |
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
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5 (Silver - IS 9925:2024) |
2000.0 |
|
| 4 (Gold - IS 9925:2024) |
2000.0 |
|
|
| 509 |
IS 269 (2015) - Ordinary portland cement - Specification (Sixth Revision) [OLD] |
Ordinary portland cement - Specification (Sixth Revision) |
- View breakup
-
| 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) |
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 |
|
| 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 |
|
| 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) |
- |
|
| custom (Specific gravity/Density (as per IS 4031(11)1988)) |
500.0 |
|
|
| 510 |
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
-
| 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 |
|
|
