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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

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1145 Results

S.No.

Standard No.

Product

Testing Charges (Excl. Of Taxes)

601

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

602

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

603

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

604

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

605

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

606

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

607

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

608

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

609

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

610

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

611

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

612

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

613

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

614

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

615

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

616

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

617

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

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

618

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
15.0 (Cobb Value 1 minute)	2000.0
16.0 (Moisture Content)	1000.0
17.0 (Burst Index)	2000.0
18.0 (Ash Content)	2000.0

619

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

620

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

621

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

622

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

623

IS 14953 (2006) - Textiles – Polyester or polyamide mosquito nets – Specification (first revision)

Textiles – Polyester or polyamide mosquito nets – Specification (first revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
3.1 (Identification of Fabric)	2000.0
3.1 (Denier)	1000.0
3.2 (Width)	500.0
3.2 (Mass)	1000.0
3.2 (No. of holes along base plus bias within 6.25 sq.cm area)	500.0
3.2 (Bursting Strength)	2000.0
3.2 (pH value of aqueous extract(Cold Method))	1000.0
3.2 (Water Soluble Matter)	1000.0
3.2 (Colour fastness to washing)	2000.0
3.2 (Colour fastness to light)	3000.0
5.2 (Length)	500.0
5.2 (Overall height)	500.0
5.2 (Height of reinforcement)	500.0
5.5 (Flame Resistance)	4000.0

624

Purity of Silver (Contact tip) - Purity of Silver (Contact tip)

Purity of Silver (Contact tip)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Purity of Silver , percent by mass)	2000.0

625

Custom specification- Purity of Silver (Contact tip) - Custom specification- Purity of Silver (Contact tip).

Custom specification- Purity of Silver (Contact tip).

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Purity of Silver, percent by mass)	2000.0

626

IS 2720 (Soil) (1987) - Method of Test for Soil.

Method of Test for Soil.

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

627

IS 1875 (1992) - Carbon steel billets, blooms, slabs and bars for forgings - Specification (Fifth Revision)

Carbon steel billets, blooms, slabs and bars for forgings - Specification (Fifth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
6 (Carbon)	1000.0
6 (Silicon)	1000.0
6 (Manganese)	1200.0
6 (Sulphur)	1000.0
6 (Phosphorus)	1000.0
7 (Freedom from Defects)	1000.0
8 (Dimension)	1000.0
9.1 (Tensile Strength)	1000.0
9.1 (Yield Strength)	1000.0
9.1 (Elongation)	1000.0
9.2 (Hardness)	2000.0

628

IS 2720 - Methods of Tests for Soils

Methods of Tests for Soils

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Grain size analysis- (IS 2720(Part 4):1985)	5000.0
2 (Determination of Liquid limit-(IS 2720(Part 5):1985))	1000.0
3 (Determination of Plastic Limit(IS 2720(Part 5):1985))	1000.0
4 (Determination of Plasticity Index-(IS 2720(Part 5):1985))	1000.0
5 (Determination of Water Content-Dry density relation using light compaction (IS 2720(Part 7):1980))	5000.0
6 (Determination of Water Content-Dry density relation using heavy compaction (IS 2720(Part 8):1983))	5000.0
7 (Laboratory determination of CBR (IS 2720(Part 16):1987))	6000.0
8 (Determination of Uniformity coefficient(Cu): (IS 1498:1970))	1500.0
9 (Determination of Coefficient of Curvature(Cc): (IS 1498:1970))	1500.0
10 (Determination of Shrinkage limit (IS 2720(6)1972))	1000.0
- (Bulk density)	1000.0
- (Void ratio)	1000.0
- (Type of Soil-Classification & Identification of Soil (IS 1498:1970))	2000.0
- (Free swell index (Methods of test for soils: IS 2720 (Part 40) : 1977 Reviewed In : 2021))	2000.0
- (Moisture content (IS:2720(Part 2):1973))	1000.0
- (Organic matter- (IS 2720(22):1972))	1200.0
- (Calcium carbonate)	1200.0
- (pH)	1000.0
- (Total Soluble sulphates)	2000.0

629

Custom specification Overall migration testing - Custom specification Overall migration testing

Custom specification Overall migration testing

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Overall migration)	5000.0

630

Custom specification Overall migration testing - Custom specification Overall migration testing

Custom specification Overall migration testing

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
1 (Overall Migration)	5000.0