| 2761 |
National Test House (SR), Chennai
| NTH/WI/MC (by substitutional weighing in Electronic balance with reference to OIML R-111) 7 - Weights of classes E1, E2, F1, F2, M1, M1–2, M2, M2–3 and M3 |
Weights of classes E1, E2, F1, F2, M1, M1–2, M2, M2–3 and M3 |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1.1 (Analytical weight calibration) |
4310.0 |
|
|
| 2762 |
National Test House (NR), Ghaziabad
| JIS K 5553 : 2002 (2002) - HIGH BUILD TYPE ZINC RICH PAINT |
HIGH BUILD TYPE ZINC RICH PAINT |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Clause 5 ,Table 1 (Please see Annexure) |
30000.0 |
|
|
| 2763 |
National Test House (NR), Ghaziabad
| JIS K 5551:2008 (2008) - HEAVY DUTY ANTICORROSIVE PAINTS FOR METAL STRUCTURES |
HEAVY DUTY ANTICORROSIVE PAINTS FOR METAL STRUCTURES |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Clause 5 Table 2 (Please see Annexure) |
30000.0 |
|
|
| 2764 |
National Test House (NR), Ghaziabad
| IS 455 (2015) - Portland slag cement - Specification |
Portland slag cement - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 2765 |
National Test House (ER), Kolkata
| Custom-8-ER-LM - Automatic Come Along Clamp |
Automatic Come Along Clamp |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Breaking Load) |
5000.0 |
|
|
| 2766 |
National Test House (NR), Ghaziabad
| Custom-4-NTH-LM - Omega Clamp/Profile Plate |
Omega Clamp/Profile Plate |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Length) |
500.0 |
|
| 2 (Width) |
500.0 |
|
| 3 (Thickness) |
500.0 |
|
| 4 (Weight) |
1000.0 |
|
| 5 (Mass of Zinc Coating) |
2000.0 |
|
| 6 (Uniformity of Coating) |
1000.0 |
|
| 7 (Powder Coating Thickness) |
1000.0 |
|
| 8 (Salt Spray Test for 1440 Hours) |
72000.0 |
|
|
| 2767 |
National Test House (NR), Ghaziabad
| Custom-3-NTH-LM - Concertina coil/PTCC |
Concertina coil/PTCC |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Carbon) |
500.0 |
|
| 8 (Sulphur) |
500.0 |
|
| 8 (Phosphorus) |
500.0 |
|
| 8 (Chromium) |
1000.0 |
|
| 8 (Manganese) |
500.0 |
|
| 8 (Nickel) |
500.0 |
|
| 8 (Silicon) |
500.0 |
|
| 1 (Diameter of wire, mm) |
1000.0 |
|
| 2 (Blade Length) |
1000.0 |
|
| 3 (Center to center distance between blade) |
1000.0 |
|
| 4 (Thickness of Blade) |
1000.0 |
|
| 5 (Tensile Strength of wire) |
3000.0 |
|
| 6 (Yield Stress of wire) |
1000.0 |
|
| 7 (Percentage Elongation of wire) |
1000.0 |
|
| 9 (Mass of Zinc Coating of wire) |
1000.0 |
|
| 10 (Salt Spray Test for 1440 Hours) |
72000.0 |
|
| 0 (Chemical Composition of Razor blade &wire(SS304)) |
6000.0 |
|
| 1 (Coil Diameter, mm) |
1000.0 |
|
|
| 2768 |
National Test House (NR), Ghaziabad
| IS 7887 (1992) - Mild steel wire rod for general engineering purposes - Specification (First Revision) |
Mild steel wire rod for general engineering purposes - Specification (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.1 (Silicon) |
2000.0 |
|
| 6.1 (Aluminium) |
1000.0 |
|
| 6.1 (Phosphorus) |
1000.0 |
|
| 6.1 (Sulphur) |
1000.0 |
|
| 6.1 (Manganese) |
1000.0 |
|
| 6.1 (Carbon) |
1000.0 |
|
| 0 (Tensile strength, N/mm2) |
1000.0 |
|
| 0 (Yield stress, N/mm2) |
1000.0 |
|
| 0 (% Elongation) |
1000.0 |
|
|
| 2769 |
National Test House (NR), Ghaziabad
| IS 432 : Part 2 (1982) - Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 2 Hard-Drawn Steel Wire |
Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 2 Hard-Drawn Steel Wire |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.1.1 (Chemical Analysis (Sulphur)) |
500.0 |
|
| 3.1.1 (Chemical composition (Phosphorus)) |
500.0 |
|
|
| 2770 |
National Test House (NR), Ghaziabad
| IS 432 : Part 1 (1982) - Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 1 Mild Steel and Medium Tensile Steel Bars |
Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 1 Mild Steel and Medium Tensile Steel Bars |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Chemical composition) |
2500.0 |
|
| 9.2 (Ultimate Tensile Stress) |
1000.0 |
|
| 9.2 (Yield Strength) |
1000.0 |
|
| 9.2 (% Elongation) |
500.0 |
|
| 9.3 (Bend test) |
1000.0 |
|
|
| 2771 |
National Test House (NR), Ghaziabad
| IS 319 (2007) - Free cutting brass bars, rods and section - Specification (Fifth Revision) |
Free cutting brass bars, rods and section - Specification (Fifth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1 (Zinc) |
1200.0 |
|
| 8.1 (Iron) |
1200.0 |
|
| 8.1 (Lead) |
1200.0 |
|
| 8.1 (Copper) |
1200.0 |
|
| 8.1 (Zinc) |
1200.0 |
|
| 8.1 (Iron) |
1200.0 |
|
| 8.1 (Lead) |
1200.0 |
|
| 8.1 (Copper) |
1200.0 |
|
| Cl. 8.1 Table-1 (Grade-I or Grade-II) NABL (Cl. 8.1 Table -1 (Grade-I or Grade-II) (Pl. see Annexure)-NABL) |
5000.0 |
|
| Cl.no8.1,Table 1 (Chemical Composition( Please see the Annexure) NON NABL) |
5000.0 |
|
|
| 2772 |
National Test House (NR), Ghaziabad
| IS 318 (1981) - Specification for leaded tin bronze ingots and castings (Second Revision) |
Specification for leaded tin bronze ingots and castings (Second Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Table 3 Chemical Composition (Chemical Analysis- (Please see Annexure - NON NABL)) |
2000.0 |
|
| Table 3 Chemical Composition (Chemical Analysis- (Please see Annexure -NABL)) |
5000.0 |
|
| 0 (Hardness test) |
2000.0 |
|
|
| 2773 |
National Test House (NR), Ghaziabad
| IS 278 (2009) - Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 12.2.1 (Zinc Coating of Line wire) |
2000.0 |
|
| 6 (Chemical composition) |
2500.0 |
|
| 12.1 (Breaking Load of Completed Barbed Wire) |
1000.0 |
|
| 12.1 (Tensile Strength of Line Wire) |
1000.0 |
|
| 5 (Dimension/ Sizes) |
1000.0 |
|
| 9 (Freedom from Defects) |
500.0 |
|
|
| 2774 |
National Test House (NR), Ghaziabad
| IS 21 (1992) - Wrought aluminium and aluminium alloys for manufacture of utensils specification (Fourth Revision) |
Wrought aluminium and aluminium alloys for manufacture of utensils specification (Fourth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4.2 (Chemical composition, Aluminium) |
350.0 |
|
| 4.2 (Chemical composition, Copper) |
350.0 |
|
| 4.2 (Chemical composition, Magnesium) |
350.0 |
|
| 4.2 (Chemical composition, Silicon) |
350.0 |
|
| 4.2 (Chemical composition, Iron) |
350.0 |
|
| 4.2 (Chemical composition, Manganese) |
350.0 |
|
| 4.2 (Chemical composition, Zinc) |
350.0 |
|
| 4.2 (Chemical composition, Titanium) |
350.0 |
|
| 4.2 (Chemical composition, Chromium) |
350.0 |
|
| 4.2 (Chemical composition, Lead) |
350.0 |
|
| 4.2 (Chemical composition, Cu+Mg+Si+Fe+Mn+Zn for Designation 19000) |
- |
|
| 4.2 (Chemical composition, Cu+Si+Fe+Mn+Zn for Designation 19500) |
- |
|
| 4.2 (Chemical composition, Cu+Mg+Si+Fe+Mn+Zn for Designation 19600) |
- |
|
| 4.2 (Chemical composition, % by mass) |
3500.0 |
|
|
| 2775 |
National Test House (NR), Ghaziabad
| IS 13428 (2005) - Packaged Natural Mineral Water - Specification (Second Revision) |
Packaged Natural Mineral Water - Specification (Second Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.3 (Isoproturon) |
5000.0 |
|
|
| 2776 |
National Test House (ER), Kolkata
| IRS-GE-1 (2016) - Specifications for Track ballast (IRS-GE-1) |
Specifications for Track ballast (IRS-GE-1) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 2.2.1 (Aggregate abrasion Value (IS 2386(IV):1963)) |
2500.0 |
|
| 2.2.2 (Aggregate Impact Value (IS 2386(Part IV):1963)) |
2500.0 |
|
| 2.2.3 (Water absorption ( IS 2386 (III):1963)) |
1000.0 |
|
| 2.3 (Size and Gradation (as per annexure IV of IRS-GE-1,June 2016)) |
2000.0 |
|
|
| 2777 |
National Test House (ER), Kolkata
| IRS-GE-I, JUNE-2016 (2016) - SPECIFICATIONS FOR TRACK BALLAST |
SPECIFICATIONS FOR TRACK BALLAST |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 2.3 (Size and Gradation (IRS-GE-I, JUNE-2016)) |
2000.0 |
|
| 2.2.3 (Water absorption (IS 2386 (Part III):1963)) |
1000.0 |
|
| 2.2.1 (Aggregate abrasion value-Annexure I of IRS- GE-I, June 2016 & IS 2386 (Part IV):1963) |
1500.0 |
|
| 2.2.2 (Aggregate Impact Value-Annexure II of IRS- GE-I, June 2016 & IS 2386 (Part IV):1963) |
1500.0 |
|
|
| 2778 |
National Test House (ER), Kolkata
| IS 1838 : Part 1 (1983) - preformed fillers for expansion joint in concrete pavement and structures (non extruding and resilient type): Part 1 Bitumen impregnated fibre - Specification |
preformed fillers for expansion joint in concrete pavement and structures (non extruding and resilient type): Part 1 Bitumen impregnated fibre - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Dimensions) |
500.0 |
|
| 4.1(b) (Width) |
1000.0 |
|
| 4.1(c) (Thickness) |
1000.0 |
|
| 5.1(i) (Resistance to handling) |
1000.0 |
|
| 5.1(ii) (Recovery) |
1000.0 |
|
| 5.1(iii)a (Compression) |
1000.0 |
|
| 5.1(iv) (Extrusion) |
1000.0 |
|
| 5.1(v) (Water Absorption) |
1000.0 |
|
| 5.1(vi) (Density) |
1000.0 |
|
| 5.1(vii) (Bitumen Content) |
2000.0 |
|
| 5.1(Viii)a (Weathering) |
5000.0 |
|
| 5.1(viii)b.1 (Recovery Test After Weathering) |
1000.0 |
|
| 5.1(viii)b.2 (Compression Test after Weathering) |
1000.0 |
|
| 5.1(viii)b.3 (Extrusion after weathering) |
1000.0 |
|
| 5.1(iii)b (Loss in Bitumen) |
1000.0 |
|
|
| 2779 |
National Test House (SR), Chennai
| Elect-Safety on footwear IS 15298 Part 2 : 2011 (2011) - Personnel Protective Equipment . Part 2, Safety Footwear |
Personnel Protective Equipment . Part 2, Safety Footwear |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 2780 |
National Test House (SR), Chennai
| NLC Blended Organo Phosphonate - NLC (BOP) |
NLC (BOP) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Calcium Scaling Inhibition Efficiency(%)) |
4000.0 |
|
| 2 (HEDP Content(% by mass)) |
1000.0 |
|
|
| 2781 |
National Test House (NR), Ghaziabad
| IS 3589 (2001) - Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision) |
Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1 (Carbon) |
500.0 |
|
| 9.2 (Flattening test) |
1000.0 |
|
| 9.1 (Elongation) |
1000.0 |
|
| 9.1 (Yield Strength) |
1000.0 |
|
| 9.1 (Tensile Strength) |
1000.0 |
|
| 12.5 (Straightness) |
1000.0 |
|
| 14 (Visual Inspection, Apperance and Workman ship) |
1000.0 |
|
| 11 (Weight) |
1000.0 |
|
| 11 (Dimension (Diameter)) |
1000.0 |
|
| 11 (Thickness, mm) |
1000.0 |
|
| 16.2 (Adhesion Test) |
1000.0 |
|
| 6.1 (Uniformity of Zn Coating) |
1000.0 |
|
| 3 (Mass of Zinc Coating) |
2000.0 |
|
| 8.1 (Manganese) |
1000.0 |
|
| 8.1 (Sulphur) |
500.0 |
|
| 8.1 (Phosphorus) |
500.0 |
|
|
| 2782 |
National Test House (ER), Kolkata
| IS 2185 : Part 3 (1984) - Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.6 (Drying Shrinkage, in %) |
1000.0 |
|
| 8.4 (Compressive Strength, in N/mm²) |
12000.0 |
|
| 8.3 (Block Density, kg/m³) |
1000.0 |
|
| 8.2 (Dimensions (Length, width and thickness)) |
3000.0 |
|
| 8.1 (General ) |
500.0 |
|
|
| 2783 |
National Test House (ER), Kolkata
| IS 14268 (2022) - Uncoated stress relieved low relaxation seven - Wire (Ply) strand for prestressed concrete - Specification (First Revision) |
Uncoated stress relieved low relaxation seven - Wire (Ply) strand for prestressed concrete - Specification (First Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6.1 (Nominal Mass) |
1500.0 |
|
| 6.1 (Nominal Area ) |
1000.0 |
|
| 6.1 (Nominal Diameter ) |
1000.0 |
|
| 6.2.3 (Elongation) |
1000.0 |
|
| 6.2.2 (0.2% Proof Load) |
1000.0 |
|
| 6.2.2 (Breaking Strength) |
3000.0 |
|
| 4.2 (Length of lay) |
1000.0 |
|
| 6.2 (Length of lay of Strand- IS 14268: 2022.) |
1000.0 |
|
| 4.2 (Nominal mass of strand) |
1000.0 |
|
| 4.2 (Length of lay of 9.5 mm strand) |
1000.0 |
|
| 4.5 (Visual observation) |
1000.0 |
|
| 4.2 (Centre wire shall have 1.5% greater in diameter than the surrounding wires - IS 14268: 2022.) |
1000.0 |
|
| 4.1 (Phosphorus, % by mass) |
600.0 |
|
| 4.1 (Sulphur, % by mass) |
600.0 |
|
| 4.5 (Workmanship and Finish) |
1000.0 |
|
| 6.2 (Length of lay of Strand- IS 14268: 2022.) |
1000.0 |
|
| 6.2.2 (Breaking Load of Strand- IS 1608 (Part 1): 2022/ IS 14268: 2022.) |
1000.0 |
|
| 6.2.2 (0.2% Proof Load of Strand - IS 1608 (Part 1): 2022/ IS 14268: 2022.) |
1000.0 |
|
| 6.2.3 (Total Elongation under Load on gauge length of 600 mm- IS 14268: 2022.) |
1000.0 |
|
| 6.1 (Nominal Cross- Sectional Area of Strand- IS 14268: 2022.) |
1000.0 |
|
| 6.1 (Nominal Diameter of strand- IS 14268: 2022.) |
1000.0 |
|
| 4.1.2 (Carbon (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Sulphur (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Phosphorus (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (NIckel (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Chromium (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Manganese (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Silicon (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Copper (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Molybdenum (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Aluminium (As per IS 7904:2018)) |
500.0 |
|
| 4.1.2 (Sulphur+Phosphorus (As per IS 7904:2018)) |
500.0 |
|
|
| 2784 |
National Test House (ER), Kolkata
| IS 6746 (1994 RA 2020) - UNSATURATED POLYESTER RESIN SYSTEM |
UNSATURATED POLYESTER RESIN SYSTEM |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Appearence) |
1200.0 |
|
| 4.1(i) Table 1 (Viscosity at 25 Deg C by Brookfield viscometer) |
2000.0 |
|
| 4.1 (ii) table 1 (Acid Value mgKOH/gm) |
1200.0 |
|
| 4.1 (iii) table 1 (Volatile Content,% by mass) |
1200.0 |
|
| 4.1 (iv) table 1 (Gel time at 25 Deg.C) |
1500.0 |
|
| 4.2 (ii) (Relative Density at 27 deg C) |
1200.0 |
|
| 4.2 (iii) (Refractive Index at 25 Deg C) |
1000.0 |
|
|
| 2785 |
National Test House (NR), Ghaziabad
| Custom/Mech/2022 (2022) - Specification for Customer Test request. |
Specification for Customer Test request. |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 0 (Adhesion Test) |
1000.0 |
|
| 0 (Coating Thickness) |
2000.0 |
|
| 0 (Uniformity of Coating) |
1000.0 |
|
| 0 (Mass of Zinc Coating) |
2000.0 |
|
| 0 (Compression Test) |
3000.0 |
|
| 0 (Chemical Composition) |
4000.0 |
|
| 0 (Test results) |
10000.0 |
|
| 0 (Breaking Load) |
3000.0 |
|
| 0 (Percent Reduction of Area) |
1000.0 |
|
| 0 (Microstructure analysis) |
3000.0 |
|
| 0 (Impact test, J) |
3000.0 |
|
| C3 (Tensile Strength (MPa)) |
1000.0 |
|
| C2 (Brinell/ Vickers/ Rockwell Hardness) |
2000.0 |
|
| M1 (Shear Strength test, MPa) |
3000.0 |
|
| 8 (Dimensions) |
2500.0 |
|
| 0 (Yield Stress/0.2% proof stress, MPa) |
1000.0 |
|
| 0 (Proof Load) |
3000.0 |
|
| 0 (Bend test) |
1000.0 |
|
| 0 (Percent Elongation) |
1000.0 |
|
| 0 (Yield Stress/0.2% proof stress, MPa) |
1000.0 |
|
| 0 (Load test of Wedge on the lines of IS 14268) |
3000.0 |
|
| 0 (Test results Chemical as per annexure) |
10000.0 |
|
| 0 (Test results as per annexure) |
61200.0 |
|
| 0 (Salt Spray test, 1440 Hrs.) |
60000.0 |
|
| 0 (Tensile strength test, N/mm2) |
5000.0 |
|
| 0 (Decarburization test) |
3000.0 |
|
| 0 (Load Test) |
5000.0 |
|
| 0 (Dimensions of Bolt Nut and washer) |
2000.0 |
|
| 0 (Chemical Analysis(SS 304/SS 316) of Bolt, Nut and washers) |
8000.0 |
|
|
| 2786 |
National Test House (NR), Ghaziabad
| IS 14930 : Part 1 (2001) - Conduit systems or electrical installations: Part 1 general requirements |
Conduit systems or electrical installations: Part 1 general requirements |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Dimensions) |
2000.0 |
|
| 10.2 (Compression Test) |
2000.0 |
|
| 10.3 (Impact Test) |
2000.0 |
|
|
| 2787 |
National Test House (ER), Kolkata
| IS 16532: 2017 (2017) - APP Modified Bituminous Waterproofing and Damp Proofing Membrane with Polyester Reinforcement |
APP Modified Bituminous Waterproofing and Damp Proofing Membrane with Polyester Reinforcement |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6..0 (Thickness) |
1000.0 |
|
| 6.0 (Cold Flexibility) |
2000.0 |
|
| 6.0 (Softening Point) |
1000.0 |
|
| 6.0 (Tear Strength in longitudinal direction) |
1000.0 |
|
| 6.0 (Tear Strength in transverse direction) |
1000.0 |
|
| 6.0 (Elongation in longitudinal direction) |
1000.0 |
|
| 6.0 (Elongation in transverse direction) |
1000.0 |
|
| 6.0 (Tensile strength in longitudinal direction) |
1000.0 |
|
| 6.0 (Tensile Strength in transverse direction) |
1000.0 |
|
|
| 2788 |
National Test House (NER), Guwahati
| IS 3316 (1974) - Structural Granite |
Structural Granite |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.3 (Water Absorption) |
1000.0 |
|
| 3.2 (Specific Gravity) |
1000.0 |
|
| 3.1 (Compressive Strength) |
2000.0 |
|
|
| 2789 |
National Test House (Satellite Centre), Varanasi
| IS 456 (2000) - Plain and reinforced concrete - WATER FOR CONSTRUCTION (Fourth Revision) |
Plain and reinforced concrete - WATER FOR CONSTRUCTION (Fourth Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4 (Total Inorganic Solids) |
500.0 |
|
| 5.4 (Total Organic Solids) |
500.0 |
|
| 5.4 (Sulphates ( as SO3)) |
1000.0 |
|
| 5.4 (Chlorides (as Cl)) |
1000.0 |
|
| 5.4 (Suspended Matter) |
500.0 |
|
| 5.4 (Total dissolved solids) |
1000.0 |
|
| 5.4 (Volume (in ml) of 0.02 (N) NaOH required for Neutralization of 100 ml water using phenolphthalein as an indicator.) |
500.0 |
|
| 5.4 (Volume (in ml) of 0.02 (N) H2SO4 required for Neutralization of 100 ml water using mixed indicator.) |
500.0 |
|
| 5.4 (pH) |
500.0 |
|
|
| 2790 |
National Test House (SR), Chennai
| CUS/SR/MECH-9 - Link assembly |
Link assembly |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1.0 (Proof load) |
2500.0 |
|
| 2.0 (Tensile load) |
2500.0 |
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