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National Test House (ER), Kolkata

Block-C.P, Sector-V, Salt Lake City, Kolkata, West Bengal - 700091, Kolkata, Kolkata, West Bengal, 700091

- nthsal-wb@nic.in

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1093 Results

S.No.

Standard No.

Product

Testing Charges (Excl. Of Taxes)

541

System- 9 EIL SPEC B224-000-79-41-PLS-01 REV6 (2021) - System -9 ( F 6A+F 6 A+F 6A Total DFT 300 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

System -9 ( F 6A+F 6 A+F 6A Total DFT 300 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (100% Humidity Test for 1440 hrs (ASTM D2247))	23000.0
2 (Chemical resistance Test ASTM D 543 10 % NaOH &40 % NaOH for 1000 hrs.)	2000.0
3 (Chemical resistance Test ASTM D 543,5 %f H2SO4 for 168 hrs.)	2000.0
4 (Chemical resistance Test ASTM D 543,Acetone for 4 weeks,)	2000.0
5 (Chemical resistance Test , ASTM D 543 Xylene for 4 weeks)	2000.0
6 (Chemical resistance Test, ASTM D 543 Ethanol for 4 weeks)	2000.0
7 (Chemical resistance Test ASTM D 543,Kerosene for 4 weeks)	2000.0
8 (Chemical resistance Test, ASTM D 543 Sea Water 2000 hrs.)	10000.0

542

System- 8 EIL SPEC B224-000-79-41-PLS-01 REV6 (2021) - System -8 ( F 6A+F 6 C+F 6C Total DFT 500 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

System -8 ( F 6A+F 6 C+F 6C Total DFT 500 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (100% Humidity Test for 1440 hrs (ASTM D2247))	15000.0
2 (Resistance to DM water using water immersion for 2000 hrs. ASTM D 870)	10000.0

543

System- 7 EIL SPEC B224-000-79-41-PLS-01 REV6 (2021) - System -7 ( F20+F20. Total DFT 1100 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

System -7 ( F20+F20. Total DFT 1100 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (100% Humidity Test for 1440 hrs (ASTM D2247))	20000.0
2 (Chemical resistance Test ASTM D 543 10 % NaOH &40 % NaOH for 100 hrs.)	2000.0
3 (Chemical resistance Test ASTM D 543,5 %f H2SO4 for 168 hrs.)	2000.0
4 (Chemical resistance Test ASTM D 543,Acetone for 4 weeks,)	2000.0
5 (Chemical resistance Test , ASTM D 543 Xylene for 4 weeks)	2000.0
6 (Chemical resistance Test, ASTM D 543 Ethanol for 4 weeks)	2000.0
7 (Chemical resistance Test ASTM D 543,Kerosene for 4 weeks)	2000.0
8 (Chemical resistance Test, ASTM D 543 Sea Water 2000 hrs.)	10000.0
9 (Immersion in DM/DI water @90deg.C (ASTM C868) for 30 days)	4000.0

544

System- 6 EIL SPEC B224-000-79-41-PLS-01 REV6 (2021) - System -6 ( F8+F8. Total DFT 200 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

System -6 ( F8+F8. Total DFT 200 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (100% Humidity Test for 1440 hrs (ASTM D2247))	25000.0

545

System- 5 EIL SPEC B224-000-79-41-PLS-01 REV6 (2021) - System -5 (F17 Total DFT 375 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

System -5 (F17 Total DFT 375 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (100% Humidity Test for 1440 hrs (ASTM D2247)")	20000.0
2 (Chemical resistance Test ASTM D 543 10 % NaOH &40 % NaOH for 1000 hrs.)	2000.0
3 (Chemical resistance Test ASTM D 543,5 %f H2SO4 for 168 hrs.)	2000.0
4 (Chemical resistance Test ASTM D 543,Acetone for 4 weeks,)	2000.0
5 (Chemical resistance Test , ASTM D 543 Xylene for 4 weeks)	2000.0
6 (Chemical resistance Test, ASTM D 543 Ethanol for 4 weeks)	2000.0
7 (Chemical resistance Test ASTM D 543,Kerosene for 4 weeks)	2000.0
8 (Chemical resistance Test, ASTM D 543 Sea Water 2000 hrs.)	10000.0
9 (Immersion in DM/DI water @90deg.C (ASTM C868) for 30 days)	4000.0
10 (Cathodic Disbondment Test at 60 deg.C (ASTM G8))	4000.0

546

System-4 EIL SPEC B224-000-79-41-PLS-01 REV6 (2021) - System -4 (F16+F16. Total DFT 250 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

System -4 (F16+F16. Total DFT 250 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (100% Humidity Test for 1440 hrs (ASTM D2247))	20000.0
2 (Thermal Shock Resistance Test; 5 cycles @ 30 minutes in furnace at 120 Deg C and 15 minutes in water after quenching in water for each cycle. (ASTM D2485 method A))	10000.0

547

System-3 EIL SPEC B224-000-79-41-PLS-01 REV6 (2021) - System -3 (F15+ F15+ F15. Total DFT 240 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

System -3 (F15+ F15+ F15. Total DFT 240 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (100% Humidity Test for 1440 hrs (ASTM D2247)")	20000.0
2 (Chemical resistance Test ASTM D 543 10 % NaOH &40 % NaOH for 1000 hrs.)	2000.0
3 (Chemical resistance Test ASTM D 543,5 %f H2SO4 for 168 hrs.)	2000.0
4 (Chemical resistance Test ASTM D 543,Acetone for 4 weeks,)	2000.0
5 (Chemical resistance Test , ASTM D 543 Xylene for 4 weeks)	2000.0
6 (Chemical resistance Test, ASTM D 543 Ethanol for 4 weeks)	2000.0
7 (Chemical resistance Test ASTM D 543,Kerosene for 4 weeks)	2000.0
8 (Chemical resistance Test, ASTM D 543 Sea Water 2000 hrs.)	10000.0
9 (Thermal Shock Resistance Test; 5 cycles @ 30 minutes in furnace at 120 deg. C and 15 minutes in water after quenching in water for each cycle. (ASTM D2485 method A))	5000.0
10 (Immersion in DM/DI water @90deg.C (ASTM C868) for 30 days)	5000.0
11 (Cathodic Disbondment Test at 60 deg.C (ASTM G8))	5000.0

548

System-2 EIL SPEC B224-000-79-41-PLS-01 REV6 (2021) - System -2 (F12+ F12+ F12. Total DFT 60 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

System -2 (F12+ F12+ F12. Total DFT 60 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Thermal Shock Resistance Test: 5 cycles @ 30 minutes in furnace at 120 deg C and 15 minutes in water after quenching in water for each cycle.(ASTM D2485 method A))	10000.0
2 (Dry heat resistance(ASTM D2485 Method B))	10000.0

549

System-1 EIL SPEC B224-000-79-41-PLS-01 REV6 (2021) - System -1 (F9 + P6+ F6B + F2. Total DFT 345 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

System -1 (F9 + P6+ F6B + F2. Total DFT 345 microns) EIL SPEC B224-000-79-41-PLS-01 REV 6 HRRL JOB SPECIFICATION FOR SURFACE PREPARATION AND PROTECTIVE COATINGS

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 ("Cyclic Test Salt Spray : 72 hrs. Drying in air: 16 hrs. UV-A340 nm weather meter: 80 hrs. One cycle: 168 hrs. (25 cycles at 168 hrs. each cycle) (ASTM D5894)")	95000.0
2 ("100% Humidity Test (ASTM D2247)")	20000.0

550

IS 4990 (2011) - Plywood for concrete shuttering works - Specification (Third Revision)

Plywood for concrete shuttering works - Specification (Third Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
8 (Workmanship & Finish- IS 4990:2011,)	1000.0
10.1.9 (Retention of Preservative Treatment--IS 2753 (Part 1):1991)	3000.0
10.1.8, Table 3 (Wet Bending Strength--IS 4990:2011 & IS 1734 (Part 11):1983)	2000.0
10.1.7, Table 2 (Static Bending Strength-IS 1734 (Part 11):1983)	2000.0
10.1.6 (Tensile Strength-IS 1734 (Part 9):1983)	2500.0
10.1.5.2 (Glue Adhesion, after Mycological Test-IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983 -)	500.0
10.1.5.1 (Glue Shear Strength, after Mycological Test-IS 1734 (Part 7):1983 & IS 1734 (Part 4):1983)	2000.0
10.1.3.1.2 (Glue Adhesion, after, after water resistance-IS 4990:2011 & IS 1734 (Part 5):1983)	500.0
10.1.3.1.1 (Glue Shear Strength, after Water Resistance-IS 4990:2011 & IS 1734 (Part 4):1983)	2000.0
10.1.2.2 (Adhesion of Plies in dry state-IS 1734 (Part 5):1983)	1000.0
10.1.2.1 (Glue Shear Strength in dry state-IS 1734 (Part 4):1983)	2000.0
10.1.1 (Moisture content-IS 4990:2011 & IS 1734 (Part 1):1983)	1000.0
7 (Dimension and Tolerances- IS 4990:2011, Annex C)	1000.0

551

IS 4990 : 2011 - PLYWOOD FOR CONCRETE SHUTTERING WORKS — SPECIFICATION

PLYWOOD FOR CONCRETE SHUTTERING WORKS — SPECIFICATION

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7 (Dimension)	2000.0
8 (WORKMANSHIP AND FINISH)	1000.0
10.1 (Moisture content)	1000.0
10.1.2.1 (Glue Adhesion in Dry State-Glue shear strength)	1500.0
10.1.2.2 (Glue Adhesion in Dry State-Adhesion of plies)	500.0
10.1.3.1.1 (Resistance to Water Test-Glue shear strength)	1500.0
10.1.3.1.2 Adhesion of plies (Resistance to Water Test -Adhesion of plies)	1500.0
10.1.4 (Visual observation of sample-after 72 h boiling)	1000.0
10.1.5 (Mycological Test-Visual inspection of separation at the edges of the veneers)	1000.0
10.1.5.1 (Mycological Test-Glue shear strength)	1250.0
10.1.5.2 (Mycological Test-Adhesion of plies)	1250.0
10.1.6.a. (Tensile Strength-parallel to the grain direction of the face veneers)	1250.0
10.1.6.b. (Tensile strength-direction at right angles to the grain direction of the face veneers)	1250.0
10.1.7,Table 2(i)-3 (Static Bending Strength-Modulus of Elasticity (MOE)- Average-[Along -parallel to the grain direction of the face veneer])	750.0
10.1.7,Table 2(i)-4 (Static Bending Strength-Modulus of Elasticity (MOE) -Minimum Individual-[Along -parallel to the grain direction of the face veneer])	750.0
10.1.7,Table 2(ii)-3 (Static Bending Strength-Modulus of Elasticity (MOE) -Average-[Across -perpendicular to the grain direction of the face veneer])	750.0
10.1.7,Table 2(ii)-4 (Static Bending Strength-Modulus of Elasticity (MOE) -Minimum Individual-[Across -perpendicular to the grain direction of the face veneer])	750.0
10.1.7,Table 2(i)-5 (Static Bending Strength-Modulus of Rupture (MOR)-Average -[Along -parallel to the grain direction of the face veneer])	750.0
10.1.7,Table 2(i)-6 (Static Bending Strength-Modulus of Rupture (MOR)-Minimum Individual -[Along -parallel to the grain direction of the face veneer])	750.0
10.1.7,Table 2(ii)-5 (Static Bending Strength-Modulus of Rupture (MOR)-Average -[Across -perpendicular to the grain direction of the face veneer])	750.0
10.1.7,Table 2(ii)-6 (Static Bending Strength-Modulus of Rupture (MOR)-Minimum Individual -[Across-Perpendicular to the grain direction of the face veneer])	750.0
10.1.8,Table 3(i)(a)(3) (Wet Bending Strength-Modulus of Elasticity(MOE)-Average(Along the face grain))	750.0
10.1.8,Table 3(i)(b)(3) (Wet Bending Strength-Modulus of Elasticity(MOE)-Minimum Individual(Along the face grain))	750.0
10.1.8,Table 3(ii)(a)(3) (Wet Bending Strength-Modulus of Rupture(MOR)-Average(Along the face grain))	750.0
10.1.8,Table 3(ii)(b)(3) (Wet Bending Strength-Modulus of Rupture(MOR)-Minimum Individual(Along the face grain))	750.0
10.1.8,Table 3(i)(a)(4) (Wet Bending Strength-Modulus of Elasticity(MOE)-Average(Across the face grain))	750.0
10.1.8,Table 3(i)(b)(4) (Wet Bending Strength-Modulus of Elasticity(MOE)-Minimum Individual(Across the face grain))	750.0
10.1.8,Table 3(ii)(a)(4) (Wet Bending Strength-Modulus of Rupture (MOR)-Average(Across the face grain))	750.0
10.1.8,Table 3(ii)(b)(4) (Wet Bending Strength-Modulus of Rupture (MOR)-Minimum Individual(Across the face grain))	750.0
10.1.9 (Retention of Preservative)	3000.0
7 (Dimension)	2000.0
8 (WORKMANSHIP AND FINISH)	1000.0
10.1 (Moisture content)	1000.0
10.1.2.1 (Glue Adhesion in Dry State-Glue shear strength)	1500.0
10.1.2.2 (Glue Adhesion in Dry State-Adhesion of plies)	500.0
10.1.3.1.1 (Resistance to Water Test-Glue shear strength)	1500.0
10.1.3.1.2 Adhesion of plies (Resistance to Water Test -Adhesion of plies)	1500.0
10.1.4 (Visual observation of sample-after 72 h boiling)	1000.0
10.1.5 (Mycological Test-Visual inspection of separation at the edges of the veneers)	1000.0
10.1.5.1 (Mycological Test-Glue shear strength)	1250.0
10.1.5.2 (Mycological Test-Adhesion of plies)	1250.0
10.1.6.a. (Tensile Strength-parallel to the grain direction of the face veneers)	1250.0
10.1.6.b. (Tensile strength-direction at right angles to the grain direction of the face veneers)	1250.0
10.1.7,Table 2(i)-3 (Static Bending Strength-Modulus of Elasticity (MOE)- Average-[Along -parallel to the grain direction of the face veneer])	750.0
10.1.7,Table 2(i)-4 (Static Bending Strength-Modulus of Elasticity (MOE) -Minimum Individual-[Along -parallel to the grain direction of the face veneer])	750.0
10.1.7,Table 2(ii)-3 (Static Bending Strength-Modulus of Elasticity (MOE) -Average-[Across -perpendicular to the grain direction of the face veneer])	750.0
10.1.7,Table 2(ii)-4 (Static Bending Strength-Modulus of Elasticity (MOE) -Minimum Individual-[Across -perpendicular to the grain direction of the face veneer])	750.0
10.1.7,Table 2(i)-5 (Static Bending Strength-Modulus of Rupture (MOR)-Average -[Along -parallel to the grain direction of the face veneer])	750.0
10.1.7,Table 2(i)-6 (Static Bending Strength-Modulus of Rupture (MOR)-Minimum Individual -[Along -parallel to the grain direction of the face veneer])	750.0
10.1.7,Table 2(ii)-5 (Static Bending Strength-Modulus of Rupture (MOR)-Average -[Across -perpendicular to the grain direction of the face veneer])	750.0
10.1.7,Table 2(ii)-6 (Static Bending Strength-Modulus of Rupture (MOR)-Minimum Individual -[Across-Perpendicular to the grain direction of the face veneer])	750.0
10.1.8,Table 3(i)(a)(3) (Wet Bending Strength-Modulus of Elasticity(MOE)-Average(Along the face grain))	750.0
10.1.8,Table 3(i)(b)(3) (Wet Bending Strength-Modulus of Elasticity(MOE)-Minimum Individual(Along the face grain))	750.0
10.1.8,Table 3(ii)(a)(3) (Wet Bending Strength-Modulus of Rupture(MOR)-Average(Along the face grain))	750.0
10.1.8,Table 3(ii)(b)(3) (Wet Bending Strength-Modulus of Rupture(MOR)-Minimum Individual(Along the face grain))	750.0
10.1.8,Table 3(i)(a)(4) (Wet Bending Strength-Modulus of Elasticity(MOE)-Average(Across the face grain))	750.0
10.1.8,Table 3(i)(b)(4) (Wet Bending Strength-Modulus of Elasticity(MOE)-Minimum Individual(Across the face grain))	750.0
10.1.8,Table 3(ii)(a)(4) (Wet Bending Strength-Modulus of Rupture (MOR)-Average(Across the face grain))	750.0
10.1.8,Table 3(ii)(b)(4) (Wet Bending Strength-Modulus of Rupture (MOR)-Minimum Individual(Across the face grain))	750.0
10.1.9 (Retention of Preservative)	3000.0

552

IS/IEC 60571 (2012) - Railway applications-Electronic equipment used on rolling stock

Railway applications-Electronic equipment used on rolling stock

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
12.2.11 (Salt Mist test at 35 (+/- 2) deg C for 96 hours 5 % Nacl solution)	5000.0

553

IS 8944 (2005) - Chlorpyrifos, emulsifiable concentrates - Specification (First Revision)

Chlorpyrifos, emulsifiable concentrates - Specification (First Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
3.3.2 (Acidity (as H2SO4))	1000.0
3.3.1 (Chlorpyrifos Content)	4000.0

554

Coal - Coal

Coal

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Moisture (air dried basis))	1200.0
2 (Volatile matter, percent by mass (air dried basis))	1200.0
3 (Ash content, percent by mass (air dried basis))	1200.0
4 (Gross calorific value (as received basis))	2000.0
5 (Gross Calorific value (Air dried Basis))	2000.0
6 (Ash content (as received basis))	1200.0
7 (Fixed Carbon (air dried basis))	1200.0
8 (Moisture % by mass, (as received basis))	1200.0

555

NTH ER CHEMICAL GENERAL LAB NOV 2022 (2022) - NTH ER CHEMICAL GENERAL LAB NOV 2022

NTH ER CHEMICAL GENERAL LAB NOV 2022

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (PHYSICAL APPEARANCE)	500.0
2 (SOLID CONTENT %)	1200.0
3 (CHLORIDE CONTENT (AS PER STANDARD TEST METHOD))	1200.0
4 (SPECIFIC GRAVITY)	1200.0

556

RDSO Specification no. ETI/PSI/29(12/79) (1979) - Low Tension Distribution Panel for Railway AC Traction Sub-Station.

Low Tension Distribution Panel for Railway AC Traction Sub-Station.

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
6.2(i) (Checking the wiring for correctness and continuity.)	5000.0
6.2(ii) (Voltage test on the panels & the wiring for withstand voltage of 2000V(r.m.s) to earth for 1 minute.)	10000.0
6.2(iii) (Insulation Resistance of the complete wiring)	10000.0

557

Custom-22-ER-LM - Steel fibres (Glued hooked double end)

Steel fibres (Glued hooked double end)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Fibre diameter)	500.0
2 (Fibre length)	500.0
3 (Length/Diameter Ratio)	500.0
4 (Tensile strength)	3000.0
5 (Manganese)	1000.0
6 (Sulphur)	1000.0
7 (Phosphorus)	1000.0
8 (Silicon)	1000.0
9 (Aluminium)	1000.0
10 (Carbon)	500.0

558

ASM Vol.11 (2002) - Failure Analysis and Prevention

Failure Analysis and Prevention

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
ASM (Failure investigation of metallic components and suggestions to avoid re occurrence of the failure)	50000.0
ASM (Metalographic examination-Failure investigation (Minimum))	25000.0

559

Custom-21-ER-LM - Stud Shear Connector

Stud Shear Connector

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Tensile Strength)	3000.0
2 (Yield Stress)	1000.0
3 (Elongation at Gauge length of 5.65√Area)	1000.0
4 (Diameter of stud shear connector)	500.0
5 (Length of Stud shear connector)	500.0
6 (Carbon)	1000.0
7 (Sulphur)	1000.0
8 (Phosphorus)	1000.0
9 (Manganese)	1000.0
10 (Silicon)	1000.0

560

Test of Silver Memento - Test of Silver Memento

Test of Silver Memento

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Actual weight)	1000.0
2 (Purity of Silver, percent by weight)	2000.0

561

MOY/SCMI/36 (2001) - SPECIFICATION OF ACCURACY FOR A PRECISION CLINOMETER

SPECIFICATION OF ACCURACY FOR A PRECISION CLINOMETER

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
4 (Angle)	2000.0

562

ASTM C882 (2005) - Standard Test Method for the bond strength of epoxy-resin-base bonding systems for used with concrete by slant shear

Standard Test Method for the bond strength of epoxy-resin-base bonding systems for used with concrete by slant shear

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
No Record Found

563

ASTM C 881/C 881M – 02 - Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
ASTM-C 881/C 881M – 02 Table 1 (Compressive strength (ASTM C 109))	4000.0
ASTM-C 881/C 881M – 02 Table 1 (Bond strength(ASTM C 882))	4000.0
ASTM-C 881/C 881M – 02 Table 1 (Flexure strength)	4000.0
ASTM-C 881/C 881M – 02 Table 1 (Tensile strength)	4000.0
- (Appearance)	1000.0
- (Pot life)	1000.0
- (Density)	1000.0

564

1708 (1986) - Testing of Small Specimen of Timber

Testing of Small Specimen of Timber

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
No Record Found

565

IS: 1708 (Parts 1 to 18) : 1986 - Methods of Testing of Small Clear Specimens of Timber

Methods of Testing of Small Clear Specimens of Timber

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
Part 1,Clause 4 (Moisture Content)	1000.0
Part 2,Clause 4.1.a (Specific gravity)	500.0
Part 2,Clause 4.1.b (Adjusted specific gravity)	500.0
Part 5,Clause 4.2.ii (Equivalent fibre stress at maximum load ( modulus of rupture - M of R ))	3000.0
Part 5,Clause 4.2.iii (Modulus of elasticity ( M of E ))	3000.0
Part 8,Clause 4.1.ii (Compressive strength-Parallel to grain [Compressive stress at maximum load])	1500.0
Part 9,Clause 4.1.ii (Compressive strength-Perpendicular to grain [Compressive stress at compression of 2.5 mm])	1500.0

566

CUSTOM/PAPER/2022 (2022) - CUSTOM/PAPER/2022

CUSTOM/PAPER/2022

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1.0 (GSM of Inner page)	1000.0
2.0 (GSM of Cover Page)	1000.0
3.0 (Brightness)	2000.0
4.0 (GSM)	1000.0
5.0 (Stiffness(MD))	1000.0
6.0 (Stiffness(CD))	1000.0
7.0 (Stiffness(GM))	2000.0
8.0 (Dimension)	1000.0
9.0 (GSM of Vinyl)	1000.0
10.0 (Thickness of Vinyl)	1000.0
11.0 (Thickness of Sunboard)	1000.0
12.0 (Water Absorption (Klemm Method))	2000.0
13.0 (Opacity)	2000.0
14 (Number of Pages)	500.0

567

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 (Copper)	1200.0
8.1 (Lead)	1200.0
8.1 (Iron)	1200.0
8.1 (Zinc)	1200.0

568

ASTM A312 (2016) - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes

Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
12.2 (Hydrostatic Test as per ASTM A999/ A 999M)	5000.0
7 (Manganese)	500.0
7 (Phosphorus)	500.0
7 (Sulfur)	500.0
7 (Silicon)	500.0
7 (Chromium)	500.0
7 (Molybdenum)	500.0
7 (Titanium)	500.0
7 (Niobium)	500.0
7 (Tantalum)	500.0
7 (Nitrogen)	500.0
7 (Vanadium)	500.0
7 (Copper)	500.0
7 (Cerium)	500.0
7 (Boron)	500.0
7 (Aluminium)	500.0
7 (Nickel)	500.0
9 (Wall Thickness, mm)	1000.0
10 (Tensile Strength)	1000.0
10 (Yield Strength)	1000.0
10 (Elongation)	1000.0

569

IS 14856 (2000) - Glass fibre reinforced plastic (GRP) panel type door shutters for internal use - Specification

Glass fibre reinforced plastic (GRP) panel type door shutters for internal use - Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
10.1 (Fibre glass content)	2000.0
10.1 (Tensile strength)	2000.0
10.1 (Bending Strength)	2000.0
10.1 (Elastic Modulus in bend)	2000.0
10.1 (Water absorption)	1000.0
10.1 (Fire retardancy)	5000.0

570

IS 9886 (1990) - Mosquito nets – Specification (first revision)

Mosquito nets – Specification (first revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5.2 (Length)	500.0
5.2 (Width)	500.0
5.2 (Total height(Including bottom reinforcement piece))	500.0
5.2 (Height of bottom reinforcement piece)	500.0