| 1 |
# IS IBR - 1950 - Certification of welder per position of welding on Plate -MMAW (Plate & electrodes not supplied by NTH) |
Certification of welder per position of welding on Plate -MMAW (Plate & electrodes not supplied by NTH) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| As per IBR 1950 (Certification of welder per position of welding on Plate -MMAW when plate is supplied by NTH) |
8000.0 |
|
| As per IBR 1950 (Certification of welder per position of welding on Plate -GMAW/TIG/FCAW/SAW (Plate & electrodes not supplied by NTH)) |
3500.0 |
|
| As per IBR 1950 (Certification of welder per position of welding on Plate -GMAW/TIG/FCAW/SAW when plate is supplied by NTH) |
8500.0 |
|
| As per IBR 1950 (Certification of welder's per position of welding on Pipe / Tube Metal Arc welding- MMAW (Pipe & Tube & electrodes not supplied by NTH)) |
3500.0 |
|
| As per IBR 1950 (Certification of welder's per position of welding on Pipe / Tube Metal Arc welding- MMAW when Pipe & Tube will be supplied by NTH) |
8500.0 |
|
| As per IBR 1950 (Certification of welder's per position of welding on Pipe / Tube GMAW/TIG/FCAW/SAW (Pipe & Tube & electrodes not supplied by NTH)) |
4500.0 |
|
| As per IBR 1950 (Certification of welder's per position of welding on Pipe / Tube GMAW/TIG/FCAW/SAW when Pipe & Tube of Mild steel only will be supplied by NTH)) |
8500.0 |
|
|
| 2 |
# IS 10262 - Concrete Mix Design |
Concrete Mix Design |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4-5.9 (Concrete Mix Design (with out Chemical or Mineral admixture)) |
30000.0 |
|
| 4-5.9 (Concrete Mix Design (with admixture) Above M40) |
50000.0 |
|
| 4-5.9 (Concrete Mix Design (with admixture) Up to M40) |
35000.0 |
|
|
| 3 |
# IS1003(Part-1) (2003) - Timbr Panelled door glazed shutter- Door shutters- Full test |
Timbr Panelled door glazed shutter- Door shutters- Full test |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 6 (Construction and Workmanship) |
1000.0 |
|
| 11.1 (Dimension) |
500.0 |
|
| 11.1 (Squareness) |
500.0 |
|
| 11.2 (General flatness) |
1000.0 |
|
| 11.3 (Local planenss) |
1000.0 |
|
| 11.4 (Impact indentation) |
1000.0 |
|
| 11.5 (Flexure test) |
1000.0 |
|
| 11.6 (Edge loading test) |
1500.0 |
|
| 11.7 (Shock resistance test) |
1500.0 |
|
| 11.8 (Buckling test) |
1500.0 |
|
| 11.9 (Slamming Test) |
1000.0 |
|
| 11.10 (Misuse Test) |
1000.0 |
|
| 11.11 (Screw holding power) |
1000.0 |
|
| 5.1.2 (Moisture content) |
1000.0 |
|
|
| 4 |
IS 8427 (1989) - Agricultural Produce Milling Machinery - Rubber Roll for Paddy Dehusker - Specification (First Revision) |
Agricultural Produce Milling Machinery - Rubber Roll for Paddy Dehusker - Specification (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.1(i) (Outer Diameter) |
1000.0 |
|
| 5.1(ii) (Inner Diameter) |
1000.0 |
|
| 5.1(iii) (Length) |
1000.0 |
|
| 5.1(v) (Key Dimension) |
1000.0 |
|
| 5.1(iv) (No of Keys) |
1000.0 |
|
| 5.2(i) (Outer Diameter) |
1000.0 |
|
| 5.2(ii) (Inner Diameter) |
1000.0 |
|
| 5.2(iii) (Length) |
1000.0 |
|
| 6.1 (Tensile Strength) |
2000.0 |
|
| 6.2 (Elongation) |
1000.0 |
|
| 6.3 (Hardness) |
1000.0 |
|
| Firm's request (Change in Hardness at 90+/-2 deg.C for 2 hrs.) |
2000.0 |
|
| Firm's request (Abrasion Resistance) |
2000.0 |
|
| 6.3 (Hardness) |
1000.0 |
|
| Firm's request (Abrasion Resistance) |
2000.0 |
|
| Firm's request (Adhesion Strength) |
2000.0 |
|
|
| 5 |
# IS 14223 (part-1) (2023) - Polished Building Stones -Full test |
Polished Building Stones -Full test |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3 (General requirements & finish) |
500.0 |
|
| 4 (Dimension) |
500.0 |
|
| 5,Table 1 (Specific gravity) |
1000.0 |
|
| 5,Table 1 (Water absorption) |
1000.0 |
|
| 5,Table 1 (Compressive strength) |
3000.0 |
|
| 5,Table 1 (Tensile strength) |
3000.0 |
|
| 5,Table 1 (Shear strength) |
2000.0 |
|
| 5,Table 1 (Hardness, in Mohs) |
2000.0 |
|
| 5,Table 1 (Hardness (Schmidt) No) |
2000.0 |
|
| 5,Table 1 (Hardness (shore) No.) |
2000.0 |
|
| 5,Table 1 (Ultrasonic pulse velocity,) |
5000.0 |
|
| 5,Table 1 (Resistance to wear) |
4000.0 |
|
|
| 6 |
# IS 12894 (2002) - Pulverized Fuel Ash Lime Bricks -Full test |
Pulverized Fuel Ash Lime Bricks -Full test |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.1 (Dimensions) |
1000.0 |
|
| 7.1 (Compressive strength) |
2000.0 |
|
| 7.4 (Water absorption) |
1000.0 |
|
| 7.3 (Efflorescence) |
1000.0 |
|
| 7.2 (Drying shrinkage) |
2000.0 |
|
|
| 7 |
# IS 2185 (1984) - Autoclaved cellular(aerated)Concrete blocks |
Autoclaved cellular(aerated)Concrete blocks |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1 (General Observation) |
500.0 |
|
| 8.2 (Dimension) |
500.0 |
|
| 8.3 (Block Density) |
1000.0 |
|
| 8.4 (Compressive strength) |
12000.0 |
|
| 8.6 (Drying shrinkage) |
2000.0 |
|
| 8.5 (Thermal conductivity) |
5000.0 |
|
|
| 8 |
# IS 15965 - AZ Coated Sheet |
AZ Coated Sheet |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Cl 11 (Dimensions) |
1000.0 |
|
| Cl 5 (Mass of AZ coating) |
2000.0 |
|
| Cl 11 (Total coated thickness (As per test request)) |
1000.0 |
|
| Cl 11 (Base Metal Thickness (As per test request)) |
1000.0 |
|
| Cl 6.1 (Tensile test) |
3000.0 |
|
| Cl 5 (Chemical composition) |
2000.0 |
|
| Cl 8.3 (Adhesion Test) |
2000.0 |
|
|
| 9 |
# IS 15622 (2017) - Ceramic tiles (for Group BI & BII) -Full test |
Ceramic tiles (for Group BI & BII) -Full test |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Clause 6 (Dimensions Length) |
500.0 |
|
| Clause 6 (Dimensions Width) |
500.0 |
|
| Clause 6 (Dimensions Thickness) |
500.0 |
|
| Clause 6 (Straigthnessof sides) |
500.0 |
|
| Clause 6 (Rectangularity) |
500.0 |
|
| Clause 6 (Surface flatness) |
1000.0 |
|
| Clause 6 (Surface quality) |
1000.0 |
|
| Clause 6 (Water absoption) |
1000.0 |
|
| Clause 6 (Breaking strength) |
2000.0 |
|
| Clause 6 (Modulus of rupture) |
2000.0 |
|
| Clause 6 (Moisture expansion) |
1000.0 |
|
| Clause 6 (Scratch hardness of surface(Moh's)) |
1000.0 |
|
| Clause 6 (Co-efficient of linear thermal expansion) |
2000.0 |
|
| Clause 6 (Impact resistance-Coefficient of restitution) |
1000.0 |
|
| Clause 6 (Crazing resistance) |
1500.0 |
|
| Clause 6 (Resistance to staining of glazed tiles) |
2500.0 |
|
| Clause 6 (Bulk density) |
1000.0 |
|
| Clause 6 (Breaking strength (for size more than 600 x 600mm) |
4000.0 |
|
| Clause 6 (Modulus of rupture (for size more than 600 x 600mm)) |
4000.0 |
|
| Clause 6 (Resistance to staining of glazed tiles) |
2500.0 |
|
|
| 10 |
# IS 9758:1981 (RA 2022) - Flush Valves and fittings for water closets and urinals |
Flush Valves and fittings for water closets and urinals |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| CL 5 (Manufacture & Construction ) |
2000.0 |
|
| CL 6.1 (DISCHARGE CAPACITY) |
3000.0 |
|
| CL 6.2 (Discharge Rate) |
3000.0 |
|
| CL 6.3 (Working Pressure) |
3000.0 |
|
| CL 7.1 (Hydraulic Pressure Test) |
3000.0 |
|
| CL 7.2 (Endurance Test) |
10000.0 |
|
|
| 11 |
# IS 8931: 2021. - Copper alloy single taps, combination tap assemblies, stop valves and single lever mixers for water services as per IS 8931: 2021. |
Copper alloy single taps, combination tap assemblies, stop valves and single lever mixers for water services as per IS 8931: 2021. |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| CL 6 (Manufacture, Workmanship & Construction) |
2000.0 |
|
| CL 7 (Dimension) |
3000.0 |
|
| CL 10.2 (Water Tightness Characterstics) |
4000.0 |
|
| CL 10.3 (Pressure Resistance Characterstics) |
4000.0 |
|
| CL 10.4 (Hydraulic Characteristics) |
4000.0 |
|
| CL 10.5 (Mechanical Strength Characterstics) |
4000.0 |
|
| CL 9 (Measurement of Electroplated Thickness (Coulometric Method) for all taps, faucets and other bathroom fittings as per IS IS1068:1993) |
5000.0 |
|
|
| 12 |
CUSTOM/TEXTILE/2024 - CUSTOM/TEXTILE/2024 |
CUSTOM/TEXTILE/2024 |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1.0 (Average GSM) |
1000.0 |
|
| 2.0 (Thread per inch (Warp)) |
500.0 |
|
| 3.0 (Threads per inch (Weft)) |
500.0 |
|
| 4.0 (Yarn Count (warp)) |
1000.0 |
|
| 5.0 (Yarn Count (Weft)) |
1000.0 |
|
| 6.0 (Blend Composition %) |
2000.0 |
|
| 7.0 (Colour Fastness to Washing) |
2000.0 |
|
| 8.0 (Type of Weave) |
500.0 |
|
| 9.0 (pH) |
1000.0 |
|
| 10 (Tensile Strength) |
2000.0 |
|
| 1 (Dimensional change / Shrinkage after washing) |
2000.0 |
|
| 2 (Colour fastness to rubbing) |
2000.0 |
|
| 3 (Colour fastness to perspiration) |
2000.0 |
|
| 4 (Pilling Resistance) |
2000.0 |
|
| 5 (Tear Strength) |
2000.0 |
|
| 6 (Seam Strength) |
1000.0 |
|
|
| 13 |
# IS 383 (2016) - Coarse and Fine aggregate for Concrete {Coarse aggregate (Crushed/Partially crushed/Uncrushed)from Natural resources} |
Coarse and Fine aggregate for Concrete {Coarse aggregate (Crushed/Partially crushed/Uncrushed)from Natural resources} |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.2.1 (Dleterious materials & Organic compounds) |
2000.0 |
|
| 5.3 (Combined flakiness & Elongation index) |
3000.0 |
|
| 5.4.1 (Aggregate Crushing Value) |
1500.0 |
|
| 5.4.1 (Ten percent fines value) |
1500.0 |
|
| 5.4.2 (Aggregate Impact value) |
1500.0 |
|
| 5.4.3 (Aggregate abrasion value) |
1500.0 |
|
| 5.5 (Soundness) |
2000.0 |
|
| 5.6 (Alkali aggregate reaction(Chemical/MB method)) |
3000.0 |
|
| 6 (Size and Grading of aggregates) |
2000.0 |
|
| 5.7 & 7.2 (Total alkali content) |
1000.0 |
|
| 5.7 & 7.2 (Total Sulphate content) |
1200.0 |
|
| 5.7 & 7.2 (Water soluble chloride content) |
1200.0 |
|
| 5.7 (Water absorption) |
1000.0 |
|
| 5.7 (Specific Gravity) |
1000.0 |
|
| 7.2 (Bulk density -Loosely packed) |
500.0 |
|
| 7.2 (Bulk density -Compacted) |
500.0 |
|
|
| 14 |
IS 4853 (1982) - Recommended practice for radiographic inspection of fusion welded butt joints in steel pipes (First Revision) |
Recommended practice for radiographic inspection of fusion welded butt joints in steel pipes (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IS 4853 (Radiography) |
2000.0 |
|
|
| 15 |
# MORTH-V 406 - Wet mixmacadam sub-base/base |
Wet mixmacadam sub-base/base |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 404.2.1 (Combined Flakiness and Elongation Indices) |
3000.0 |
|
| 404.2.1 (Water absorption) |
1000.0 |
|
| 400-13 (Grading requirement as per table 400-13) |
2000.0 |
|
| 5 (Plasticity index) |
3000.0 |
|
| 404.2.1 (Soundness) |
1000.0 |
|
| 404.2.1 (Los Angeles abrasion value or aggregate impact value) |
1500.0 |
|
| Custom (Grading requirement as per IS 2386 (1)) |
2000.0 |
|
|
| 16 |
NTH_CUSTOM/2026/030 - Custom Standard for Textile Fabric |
Custom Standard for Textile Fabric |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Material Identification of base fabric) |
2000.0 |
|
| 2 (Denier of base fabric) |
1000.0 |
|
| 3 (Base Fabric Weight) |
1000.0 |
|
| 4 (Tensile Strength) |
2000.0 |
|
| 5 (Material Identification of inner coating) |
2000.0 |
|
| 6 (Thickness of inner coating) |
1000.0 |
|
| 7 (GSM of inner coating) |
1000.0 |
|
| 8 (Material Identification of outer coating) |
2000.0 |
|
| 9 (Thickness of outer coating) |
1000.0 |
|
| 10 (GSM of outer coating) |
1000.0 |
|
| 11 (GSM of finished fabric) |
1000.0 |
|
|
| 17 |
NTH_CUSTOM/2026/031 - Custom Standard for Wool disc for Cleaning rod |
Custom Standard for Wool disc for Cleaning rod |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 1 (Density) |
1000.0 |
|
| 2 (Tensile Strength) |
2000.0 |
|
| 3 (Elongation at break) |
1000.0 |
|
| 4 (Moisture content) |
1500.0 |
|
| 5 (Content of non-woolen fibre) |
2000.0 |
|
|
| 18 |
# IS 516 (2021) - Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3 (Concrete -Compressive Strength of CC Cube 1 set) |
1200.0 |
|
|
| 19 |
# IS 15622N (2017) - Ceramic tiles (for Group BIII) -Full test |
Ceramic tiles (for Group BIII) -Full test |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Clause 6 (Dimensions Length) |
500.0 |
|
| Clause 6 (Dimensions Width) |
500.0 |
|
| Clause 6 (Dimensions Thickness) |
500.0 |
|
| Clause 6 (Straigthnessof sides) |
500.0 |
|
| Clause 6 (Rectangularity) |
500.0 |
|
| Clause 6 (Surface flatness) |
1000.0 |
|
| Clause 6 (Surface quality) |
1000.0 |
|
| Clause 6 (Water absoption) |
1000.0 |
|
| Clause 6 (Breaking strength) |
2000.0 |
|
| Clause 6 (Modulus of rupture) |
2000.0 |
|
| Clause 6 (Moisture expansion) |
1000.0 |
|
| Clause 6 (Scratch hardness of surface(Moh's)) |
1000.0 |
|
|
| 20 |
# IS 2185 (1983) - Hollow and Solid leightweight Concrete Blocks -Full test |
Hollow and Solid leightweight Concrete Blocks -Full test |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1 (General Observation) |
500.0 |
|
| 8.2 (Dimension) |
500.0 |
|
| 8.3 (Block Density) |
1000.0 |
|
| 8.4 (Compressive strength) |
4000.0 |
|
| 8.6 (Drying shrinkage) |
2000.0 |
|
| 8.5 (Water absorption) |
1000.0 |
|
| 8.7 (Moisture movement) |
1000.0 |
|
|
| 21 |
# IS 13948 (2024) - Textile Auxiliaries - Urea Formaldehyde Resin |
Textile Auxiliaries - Urea Formaldehyde Resin |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.1 (General requirements - Description) |
- |
|
| 3.2, Table 1, Sl.no. (i) (Total Solid content (m/m) - Annex B of IS 13948) |
2000.0 |
|
| 3.2, Table 1, Sl.no. (ii) (pH of solution - IS 1390) |
1000.0 |
|
| 3.2, Table 1, Sl.no. (iii) (Free formaldehyde content - Annex C of IS 13948) |
1000.0 |
|
| 3.2, Table 1, Sl.no. (iv) (Total formaldehyde content - Annex D of IS 13948) |
2000.0 |
|
| 3.2, Table 1, Sl.no. (v) (Nitrogen content - Annex E of IS 13948) |
1000.0 |
|
| 3.2, Table 1, Sl.no. (vi) (Nitrogen to formaldehyde molar ratio - Annex F of IS 13948) |
1000.0 |
|
| 3.2, Table 1, Sl.no. (vii) (Gel time at 100 deg C - IS 13360 (Part 10/ Sec 4)) |
3000.0 |
|
| 4 (Crease Recovery Angle - Annex G of IS 13948, IS 4681) |
1000.0 |
|
|
| 22 |
IS 14946 (2001) - Zinc ethyl silicate primer, two components - Specification |
Zinc ethyl silicate primer, two components - Specification |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 23 |
JIS K 5552:2010 (2010) - ZINC RICH PRIMER |
ZINC RICH PRIMER |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 24 |
P-4 EIL Specification No. 6-79-0020 Rev.1 (2024) - P-4 Etch Primer/Wash Primer |
P-4 Etch Primer/Wash Primer |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 25 |
# IS 269 (2015) - OP Cement-33,43,53,43s,53s grade full test |
OP Cement-33,43,53,43s,53s grade full test |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 26 |
# IS 14276 (2016) - Cement bonded particle borad -Full test |
Cement bonded particle borad -Full test |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 7.1 , 7.3, & 10.2 (Dimension-Length) |
500.0 |
|
| 7.1 , 7.3, & 10.2 (Dimension-Width) |
500.0 |
|
| 7.2 , 7.3, & 10.2 (Dimension-Thickness) |
500.0 |
|
| 7.3 10.2 (Squareness) |
500.0 |
|
| 7.3 10.2 (Edge straightness) |
500.0 |
|
| 8.1 & 10.3 (Density) |
500.0 |
|
| 8.2 & 10.3 (Moisture content) |
1000.0 |
|
| 8.3 & 10.5 (Water absorption (2 & 24 h soaking)) |
1000.0 |
|
| 8.5 (Workability) |
1000.0 |
|
| 10.7 Table 1 (Modulus of Rupture & Elasticity (Dry condition)) |
2500.0 |
|
| 10.8 Table 1 (Modulus of Rupture & Elasticity (Wet condition)) |
2500.0 |
|
| 10.9 Table 1 (Tensile Strength perpendicular to surface (Dry)) |
2000.0 |
|
| 10.9 Table 1 (Tensile Strength perpendicular to surface(accelerated ageing)) |
2000.0 |
|
| 10.10 Table 1 (Screw withdrawl strength (face&edge)) |
1500.0 |
|
| 9.2.j (pH value) |
1000.0 |
|
| 8.4,10.6 (Swelling in water (2 h soaking)) |
1000.0 |
|
|
| 27 |
IS 456-II (2000) - Plain and Reinforced Concrete - CONCRETE CHEMICAL [Custom] |
Plain and Reinforced Concrete - CONCRETE CHEMICAL |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 28 |
# IS 456 (2000) - CONSTRUCTION WATER |
CONSTRUCTION WATER |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.4.1.3 (Setting time of water sample) |
2000.0 |
|
| 5.4.1.2 (Compressive strength of water sample) |
4000.0 |
|
| 5 (To neutralize 100 ml sample of water, using phenolphthalein as an indicator, it should not require more than 5 ml of 0.02 normal NaOH.) |
750.0 |
|
| 5 (To neutralize 100 ml sample of water, using mixed indicator, it should not require more than 25 ml of 0.02 normal H,SO 4') |
1000.0 |
|
| 5.4.2 (PH) |
1000.0 |
|
| 5.4 (Organic Solids) |
700.0 |
|
| 5.4 (Inorganic Solids) |
600.0 |
|
| 5.4 (Suspended matter) |
600.0 |
|
|
| 29 |
# IS 1725 (2023) - Stabilized soil blocks used in the general building construction |
Stabilized soil blocks used in the general building construction |
- View breakup
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.2 (General Quality) |
500.0 |
|
| 7.2 (Dimension-length) |
500.0 |
|
| 7.2 (Dimension-Width) |
500.0 |
|
| 7.2 (Dimension-Height) |
500.0 |
|
| 7.4 (Frog) |
1000.0 |
|
| 8.1 (Dry Density of the Block) |
1000.0 |
|
| 8.2 (Compressive Strength) |
2000.0 |
|
| 8.3 (Water Absorption) |
1000.0 |
|
| 8.4 (Linear Expansion on Saturation) |
1500.0 |
|
| 8.5 (Weathering) |
2000.0 |
|
|
| 30 |
#IS 277 - Galvanised Sheet |
Galvanised Sheet |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| Cl.8.2 (Bend test
) |
1000.0 |
|
| Cl.15 (Dimensions) |
1000.0 |
|
| Cl.7 (Mass of Zn coating
) |
2000.0 |
|
| Cl.14 (Total coated thickness (As per test request)
) |
1000.0 |
|
| Cl.14 (Base Metal Thickness (As per test request)
) |
1000.0 |
|
| Cl.6 (Erischen cupping test
) |
1000.0 |
|
| Cl.8.1 (Tensile test
) |
3000.0 |
|
| Cl.5.1 (Chemical composition
) |
2500.0 |
|
| Cl.9 (Surface roughness
) |
1000.0 |
|
| Cl.12 (Freedom from Defects
) |
1000.0 |
|
|