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274 Results

S.No.

Standard No.

Product

Testing Charges (Excl. Of Taxes)

241

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
8.1 (General )	500.0
8.3 (Block Density, kg/m³)	1000.0
8.4 (Compressive Strength, in N/mm²)	12000.0
8.6 (Drying Shrinkage, in %)	1000.0
8.2 (Dimensions (Length, width and thickness))	3000.0

242

IS 2185 : Part 1 (2005) - Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9.1 (General -IS 2185 : Part 1)	500.0
9.3 & 5 (Block Density-Annex C of -IS 2185 : Part 1)	1000.0
9.4 & Table2 (Compressive Strength-Annex D of -IS 2185 : Part 1)	4000.0
9.5 (Water Absorption-Annex E of -IS 2185 : Part 1)	1000.0
9.6 (Drying Shrinkage-Annex F of -IS 2185 : Part 1)	2000.0
9.7 (Moisture movement-Annex G of -IS 2185 : Part 1)	1000.0
9.2, 4.2.3 & Table 1 (Dimensions-Annex B of -IS 2185 : Part 1)	500.0

243

IS 2180 (1988) - Specification for heavy duty burnt clay building bricks (Third Revision)

Specification for heavy duty burnt clay building bricks (Third Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
6.3 (Efforescence)	1000.0
4 (General quality)	500.0
6.2 (Water Absorption)	1000.0
6.1 (Compressive Strength)	2000.0
6.4 (Bulk Density)	500.0
5 (Dimensions & Tolerances)	500.0

244

IS 1659 (2004) - Block boards - Specification (Fourth Revision)

Block boards - Specification (Fourth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9.2.2 (Water Resistance Test -IS 1659:2004, Clause 8.2.3 & Annex F and G)	2000.0
9.2.3 (Adhesion of Plies-IS 1659:2004, Clause 8.2.3 & Annex G)	1000.0
9.2.4 (Mycological Tests-IS 1659:2004, Clause 8.2.3 & Annex H)	2000.0
9.2.6 (Spot Test-IS 1659:2004, Clause 8.2.3 & Annex K)	2000.0
7, 8.1.4, and 8.1.5 (Dimension & Tolerances-IS 1659:2004, Annex D)	1000.0
9.2.1 (Dimensional Changes caused by Humidity-IS 1659:2004, Clause 8.2.3 & Annex E)	1000.0
9.2.5 (Modulus of Rupture & Modulus of Elasticity-IS 1659:2004, Clause 8.2.3 & Annex J)	2000.0
8.1.3 (Defects--IS 1659:2004, Clause 6.3.3 and IS 303 / IS 1328)	1000.0

245

IS 1328 (1996) - Veneered Decorative Plywood -Specification

Veneered Decorative Plywood -Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
11.1.1 (Moisture Content IS 1734 (Part 1):1983)	1000.0
11.1.2 (Water Resistance test--IS 1328:1996)	2000.0
8 (Dimension and tolerances-IS 1328:1996)	1000.0

246

IS 1130 (1969) - Marble (blocks, Slabs And Tiles)

Marble (blocks, Slabs And Tiles)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7 (Moisture Absorption (as per 1124), %)	1000.0
7 (Hardness)	2000.0
7 (Specific Gravity)	1000.0

247

IS 1077 (1992) - Common burnt clay building bricks - Specification (Fifth Revision)

Common burnt clay building bricks - Specification (Fifth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5 (GENERAL QUALITY IS 1077 : 1992)	500.0
7.1 (Compressive Strength-IS 3495 (Part 1) : 2019)	2000.0
7.2 (Water Absorption IS 3495 (Part 2) : 2019)	1000.0
7.3 (Efflorescence IS 3495 (Part 3) : 2019)	1000.0
6 (DIMENSIONS AND TOLERANCES-IS 1077 : 1992)	500.0

248

IS 710 (2010) - Marine plywood - Specification (Second Revision)

Marine plywood - Specification (Second Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
9.1.8 (ACC (acid-copper-chrome))	3000.0
9.1.8 (CCB (copper-chrome-boron))	3000.0
9.1.8 (CCA(Copper-chrome-arsenic))	4000.0

249

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 (pH)	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 (Volume (in ml) of 0.02 (N) NaOH required for Neutralization of 100 ml water using phenolphthalein as an indicator.)	500.0
5.4 (Suspended Matter)	500.0
5.4 (Chlorides (as Cl))	1000.0
5.4 (Sulphates ( as SO3))	1000.0
5.4 (Total Inorganic Solids)	500.0
5.4 (Total Organic Solids)	500.0
5.4.1.2 (Test for Compressive strength (IS 516))	4000.0
5.4.1.3 (Initial setting time of test block with sample water compared with distilled water(IS 4031 (Part 5):1988)	2000.0

250

IS 516 : Part 4 (2018) - Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018)

Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
8 (Equivalent Cube Strength of Concrete core 1 set IS 516 (Part 4):2018)	4000.0

251

IS 383 (2016) - Coarse and Fine Aggregate for Concrete - Specification (Third Revision) [All Tests 2386]

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5.3 (Combined Elongation Index and Flakiness Index)	3000.0
5.4.1 (Crushing Value/Ten percent)	1500.0
5.4.2 (Impact Value, %)	1500.0
5.4.3 (Abrasion Value, %)	1500.0
5.4.1 (Crushing Value/Ten percent)	1500.0
6 (Size and grading)	2000.0
5.2 (Deleterious materials)	2000.0
5.5 (Soundness)	2000.0

252

IS 303 (1989) - Plywood for General Purposes -

Plywood for General Purposes -

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
11.3 (Moisture content-IS 1734 (Part 1):1983)	1000.0
5, Table 1 & 2 (Classification by Appearance-IS 303:1989)	2000.0
9 (Workmanship & Finish-IS 303:1989)	1500.0
11.2.1 (Glue Adhesion-Water Resistance Test- IS 303:1989 & IS 1734 (Part 5):1983)	2000.0
11.2.2 (Glue Adhesion-Mycological Test -IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983)	1500.0
8 & Table 3 (Dimensions and Tolerances-IS 303:1989, Annex C)	2000.0
11.4 & Table 4 (Static Bending Strength-IS 1734 (Part 11):1983)	3000.0

253

IS 516 : Part 1 : Sec 1 (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 (Compressive Strength of CC Cube 1 set IS 516 (Part1)/Sec1:2021)	1200.0

254

IS 15477 (2019) - Adhesives for Use with Ceramic, Mosaic and Stone Tiles- Specification (First Revision)

Adhesives for Use with Ceramic, Mosaic and Stone Tiles- Specification (First Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5.3 (Open time-Annex C of IS 15477:2019)	2000.0
5.4 (Adjustment Time-Annex D of IS 15477:2019)	2000.0
5.5 (Slip Resistance (For vertical application only)-Annex E of IS 15477:2019)	3000.0
5.1, Table 1, Sl No (i)-(a) (Tensile adhesion Strength(Dry Condition)-Annex A of IS 15477:2019)	3000.0
5.1, Table 1, Sl No (i)-(b) (Tensile adhesion Strength (Wet Condition)-Annex A of IS 15477:2019)	3000.0
5.2, Table 1, Sl No (ii)-(a) (Shear adhesion Strength-(Dry Condition)-Annex B of IS 15477:2019)	3000.0
5.2, Table 1, Sl No (ii)-(c) (Shear adhesion Strength, (Wet condition)-Annex B of IS 15477:2019)	3000.0
5.2, Table 1, Sl No (ii)-(b) (Shear adhesion Strength, (Heat aging condition)-Annex B of IS 15477:2019)	3000.0
5.6 (Deformability (for Vertical Application only)-Annex F of IS 15477:2019)	3000.0

255

FCO -1985 (1985) - The Fertiliser (Control) Order 1985 (as amended upto Nov 2023)

The Fertiliser (Control) Order 1985 (as amended upto Nov 2023)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
Schedule I Part A (Moisture)	1000.0
Schedule I Part A (Water soluble phosphates (as P2O5))	1000.0
Schedule I Part A (Free phosphoric acid (as P 2O5))	1000.0
Schedule I Part A (Available Phosphorous percent by weight)	1000.0
Schedule I Part A (Sulphur (as S))	1000.0
Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and be retained on 1 mm IS sieve and not more than 5 per cent shall be below 1 mm IS sieve.)	1000.0
Schedule I Part A (Magnesium as MgO)	1000.0
Schedule I Part A (Matter insoluble in water)	1000.0
Schedule I Part A (Moisture)	1000.0
Schedule I Part A (Nitrate nitrogen)	1000.0
Schedule I Part A (Sodium (as Na) (On dry basis))	1000.0
Schedule I Part A (Sodium (as NaCl) on dry basis)	1000.0
Schedule I Part A (Sulphate Sulphur percent by weight)	1000.0
Schedule I Part A (Total chloride (as Cl)(on dry basis))	1000.0
Schedule I Part A (Total nitrogen)	1000.0
Schedule I Part A (Water Soluble Potassium (as K2O))	1000.0
Schedule I Part A (Water Soluble Phosphorous (as P2O5))	1000.0
Schedule I Part A (Ammoniacal nitrogen)	1000.0
Schedule I Part A (Matter insoluble in water)	1000.0
Schedule I Part A (Sodium (as Na) (On dry basis))	1000.0
Schedule I Part A (Specific gravity (kg/l))	1000.0
Schedule I Part A (Total chloride (as Cl)(on dry basis))	1000.0
Schedule I Part A (pH)	1000.0
Schedule I Part A (Available Phosphorous (as P2O5))	1000.0
Schedule I Part A (Boron (as B))	1000.0
Schedule I Part A (Sulphur (as S))	1000.0
Schedule I Part A (Free phosphoric acid (as P 2O5))	1000.0
Schedule I Part A (Lead (as Pb) percent by weight)	1000.0
Schedule I Part A (Moisture percent by weight)	1200.0
Schedule I Part A (pH)	1000.0
Schedule I Part A (Sulphate Sulphur (as S))	1000.0
Schedule I Part A (Water Soluble Phosphorous percent by weight)	1200.0
Schedule I Part A (Water Soluble Potassium percent by weight)	1200.0
Schedule I Part A (Zinc (as Zn) percent by weight)	1000.0
Schedule I Part A (Water soluble calcium (as Ca))	1000.0
Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.)	1000.0
Schedule I Part A (Appearance – Free flowing crystalline / powder)	1000.0
Schedule I Part A (Arsenic (as As))	1000.0
Schedule I Part A (Boron (as B))	1000.0
Schedule I Part A (Cadmium (as Cd))	1000.0
Schedule I Part A (Iron content (expressed as Fe) in the form of Fe-EDTA)	1000.0
Schedule I Part A (Lead (as Pb))	1000.0
Schedule I Part A (Magnesium (as Mg))	1000.0
Schedule I Part A (Matter insoluble in water)	1000.0
Schedule I Part A (Molybdenum (as Mo))	1000.0
Schedule I Part A (pH (5 % solution))	1000.0
Schedule I Part A (Specific gravity (at 15 deg C))	1000.0
Schedule I Part A (Sulphate Sulphur percent by weight)	1000.0
Schedule I Part A (Zinc (as Zn))	1000.0
Schedule I Part A (Zinc content (Expressed as Zn) in the form of Zn-EDTA)	1000.0
Schedule I Part A (Moisture)	1000.0
Schedule I Part A (Available Phosphorous (as P2O5))	1000.0
Schedule I Part A (Ammoniacal nitrogen)	1000.0
Schedule I Part A (Nitrogen in ammoniacal form)	1000.0
Schedule I Part A (Particle size –Not less than 80 per cent of the material shall pass through 4 mm IS sieve and be retained on 1 mm IS sieve. Not more than 10 per cent shall be below 1 mm IS sieve)	1000.0
Schedule I Part A (Sulphate Sulphur (as S))	1000.0
Schedule I Part A (Total Elemental Sulphur (as S))	1000.0
Schedule I Part A (Nitrogen in ammoniacal form)	1000.0
Schedule I Part A (Total Nitrogen (ammoniacal and urea))	1000.0
Schedule I Part A (Water soluble phosphates (as P2O5))	1000.0
Schedule I Part A (Ammoniacal nitrogen)	1000.0
Schedule I Part A (Available Phosphorous (as P2O5))	1000.0
Schedule I Part A (Moisture)	1000.0
Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.)	1000.0
Schedule I Part A (Sulphate Sulphur (as S))	1000.0
Schedule I Part A (Total Nitrogen (ammoniacal and nitrate))	1000.0
Schedule I Part A (Total Nitrogen (ammoniacal and urea))	1000.0
Schedule I Part A (Water Soluble Potassium percent by weight)	1200.0
Schedule I Part A (Water Soluble Phosphorous (as P2O5))	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 (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.)	1000.0
Schedule I Part A (Neem oil content soluble in Benzene,)	1000.0
Schedule I Part A (Sulphate Sulphur (as S))	1000.0
Schedule I Part A (Calcium nitrate)	1000.0
Schedule I Part A (Total nitrogen)	1000.0
Schedule I Part A (Ammoniacal nitrogen)	1000.0
Schedule I Part A (Arsenic (as As))	1000.0
Schedule I Part A (Biuret)	1000.0
Schedule I Part A (Total Elemental Sulphur (as S))	1000.0
Schedule I Part A (Moisture)	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 (Magnesium as MgO)	1000.0
Schedule I Part A (Methanol insoluble matter)	1000.0
Schedule I Part A (Moisture)	1000.0
Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.)	1000.0
Schedule I Part A (Polyphosphate (as P2O5))	1000.0
Schedule I Part A (Specific gravity (at 15 deg C))	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 (Magnesium (as MgCl2))	1000.0
Schedule I Part A (Magnesium as MgO)	1000.0
Schedule I Part A (Moisture)	1000.0
Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.)	1000.0
Schedule I Part A (Sodium (as NaCl) on dry basis)	1000.0
Schedule I Part A (Sulphate Sulphur (as S))	1000.0
Schedule I Part A (Total Chloride (as Cl) percent by weight)	1000.0
Schedule I Part A (Water Soluble Potassium percent by weight)	1200.0
Schedule I Part A (Moisture)	1000.0
Schedule I Part A (Particle size – Not less than 90 per cent of the material shall pass through 4 mm IS sieve and retained on 1mm IS sieve.)	1000.0
Schedule I Part A (Total Elemental Sulphur (as S))	1000.0
Schedule I Part A (Ortho Silicic [Si(OH)4], Plant available Silicon (Si) equivalent)	1200.0
Schedule I Part A (Copper (as Cu))	1000.0
Schedule I Part A (Manganese (as Mn))	1000.0
Schedule I Part A (Iron (as Fe))	1000.0
PART-A (As per Annexure)	7000.0
Part-A (Specific Gravity)	1000.0
Part-A (pH (1% Solution))	1000.0

256

IS 6909 (1990) - Super Sulphated cement - Specification

Super Sulphated cement - Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
6.4 (Compressive strength,72±1 h)	1000.0
6.4 (Compressive strength,168±2 h)	1000.0
6.4 (Compressive strength,672±4 h)	1000.0
6.3 (Setting time Initial)	250.0
6.3 (Setting time,Final)	250.0
6.2 (Soundness-Lechatlier method)	500.0
6.1 (Fineness)	1000.0

257

IS 16415 (2015) - Composite cement - Specification

Composite cement - Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
6.1 (Magnesia)	1200.0
6.1 (Loss on ignition)	1200.0
6.1 (Insoluble residue)	1200.0
6.1 (Total Sulphur content calculated as sulphuric anhydride(SO3))	1200.0
6.1 (Sulphide sulphur (S))	1200.0
6.1 (Chloride content)	1200.0

258

IS 12330 (1988) - Specificatioon for sulphate resisting Portland cement

Specificatioon for sulphate resisting Portland cement

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5.5 (Compressive strength,72±1 h)	1000.0
5.5 (Compressive strength,168±2 h)	1000.0
5.5 (Compressive strength,672±4 h)	1000.0
5.3 (Setting time Initial)	250.0
5.3 (Setting time,Final)	250.0
5.2 (Soundness-autoclave method)	1000.0
5.2 (Soundness-Lechatlier method)	500.0
5.1 (Fineness)	1000.0
5.4 (Sulphate expansion)	1500.0
4.1 (Total Loss on ignition)	1000.0
4.1 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide)	3000.0
4.1 (Insoluble residue)	1000.0
4.1 (Magnesia)	1000.0
4.1 (Total Sulphur content calculated as sulphuric anhydride (SO3))	1000.0
4.1 (Tricalcium aluminate (C3A))	2000.0
4.1 (Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate (C4AF+2C3A))	2000.0

259

IS 8042 (2015) - White portland cement - Specification (Third Revision)

White portland cement - Specification (Third Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
6 (Compressive strength, 72±1 h [as per IS 4031 (Part 6)], MPa)	1000.0
6 (Compressive strength, 168 ± 2 h [as per IS 4031 (Part 6)], MPa)	1000.0
6 (Compressive strength, ,672±4 h [as per IS 4031 (Part 6)], MPa)	1000.0
6 (Setting time Initial [as per IS 4031 (Part 5)], minutes)	500.0
6 (Setting time Final [as per IS 4031 (Part 5)], minutes)	500.0
6 (Soundness-autoclave method [as per IS 4031 (Part 3)], %)	1000.0
6 (Soundness-Lechatlier method [as per IS 4031 (Part 3)], mm)	500.0
6 (Fineness [as per IS 4031 (Part 2)], m^2/kg)	1000.0
6 (Degree of whiteness [As per Annex B of IS 8042], Percent)	1500.0
5 (Ratio of lime to silica, alumina and iron oxide (as per IS 4032))	1000.0
5 (Iron Oxide (as per IS 4032), %)	500.0
5 (Insoluble Residue (as per IS 4032), %)	500.0
5 (Magnesia (as per IS 4032), %)	500.0
5 (Total Sulphur Content calculated as SO3 (as per IS 4032), %)	500.0
5 (Loss on ignition, (as per IS 4032), %)	500.0
5 (Chloride Content, (as per IS 4032), %)	500.0

260

IS 8041 (1990) - Rapid hardening portland cement - Specific4tion (Second Revision)

Rapid hardening portland cement - Specific4tion (Second Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
6.4 (Compressive strength,72±1 h)	1000.0
6.4 (Compressive strength,168±2 h)	1000.0
6.4 (Compressive strength,672±4 h)	1000.0
6.3 (Setting time Initial)	250.0
6.3 (Setting time,Final)	250.0
6.2 (Soundness-Lechatlier method)	500.0
6.1 (Fineness)	1000.0

261

IS 455 (2015) - Portland slag cement - Specification [OLD]

Portland slag cement - Specification

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7 (3 Days Compressive strength,72±1 h)	1000.0
7 (7 Days Compressive strength,168±2 h)	1000.0
7 (28 Days Compressive strength,672±4 h)	1000.0
7 (Setting time Initial)	250.0
7 (Setting time,Final)	250.0
7 (Soundness-autoclave method)	1000.0
7 (Soundness-Lechatlier method)	500.0
7 (Fineness)	1000.0
6 (Magnesia)	700.0
6 (Total Sulphur content calculated as sulphuric anhydride SO3)	500.0
6 (Sulphide Sulphur (S))	700.0
6 (Loss on Ignition)	700.0
6 (Insoluble residue)	700.0
6 (Chloride content)	700.0
6 (Alkali content)	1000.0

262

IS 1489 : Part 2 (2015) - Portland - Pozzolana cement - Specification: Part 2 calcined clay based

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988)	1000.0
7, Table 2, Sl No 4c (28 Days Compressive strength, MPa- IS 4031(6):1988)	1000.0
7, Table 2, Sl No 4b (7 Days Compressive strength,168±2 h, MPa- IS 4031(6):1988)	1000.0
7, Table 2, Sl No 4a (3 Days Compressive strength,72±1 , MPa- IS 4031(6):1988)	1000.0
7, Table 2, Sl No 3a (Setting time- Initial IS 4031(5):1988)	250.0
7, Table 2, Sl No 3b (Setting time-Final, IS 4031(5):1988)	250.0
7, Table 2, Sl No 2b (Soundness-autoclave method IS 4032(3):1988)	1000.0
7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4032(3):1988)	500.0
6, Table 1, Sl No 4 (Loss on Ignition IS 4032:1985)	800.0
6, Table 1, Sl No 1 (Insoluble residue 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)	800.0
6, Table 1, Sl No 5 (Chloride content IS 4032:1985)	800.0
6, Table 1, Sl No 6 (Alkali content IS 4032:1985)	2000.0

263

IS 1489 (Part 1) (2015) - Portland pozzolana cement - Specification: Part 1 Fly Ash Based

Portland pozzolana cement - Specification: Part 1 Fly Ash Based

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7, Table 2, Sl No 4a (3 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 4c (28 Days Compressive strength, IS 4031(6):1988)	1000.0
7, Table 2, Sl No 3a (Setting time-Initial IS 4031(5):1988)	250.0
7, Table 2, Sl No 3b (Setting time-Final 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
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
6, Table 1, Sl No 5 (Chloride content, IS 4032:1985)	800.0
6, Table 1, Sl No 2 (Magnesia IS 4032:1985)	600.0
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 1 (Insoluble residue, IS 4032:1985)	1000.0
6, Table 1, Sl No 6 (Alkali content IS 4032:1985)	2000.0
Custom (1Day Compressive strength, MPa-IS 4031(6):1988)	1000.0
13 (Consistency of Cement)	500.0

264

IS 4985 (2000) - Unplasticized pvc pipes for potable water supplies - Specification (Third Revision)

Unplasticized pvc pipes for potable water supplies - Specification (Third Revision)

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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
10.1 (Visual Appearance)	1000.0
7.1 (Dimension of Pipe)	1000.0
7.2 (Dimension of Socket)	1000.0
10.3 (Effect on water (Chemical))	2000.0
10.7 (Sulphated Ash Content Test)	2000.0

265

IS 3812 : Part 2 (2013) - Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete

Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7.1 (Soundness by autoclave test — Expansion of specimen )	1500.0
7.1 (Fineness — Specific surface by Blaine’s permeability method)	1000.0
7.1 (Particles retained on 45 micron IS sieve (wet sieving) )	1000.0
5.1 ,6.1 (Available alkali as equivalent sodium oxide (Na2O))	500.0
5.1 ,6.1 (Loss on ignition)	500.0
5.1 ,6.1 (Magnesium oxide(MgO))	500.0
5.1 ,6.1 (Silicon dioxide(SiO2))	500.0
5.1 ,6.1 (Total Chlorides)	500.0
5.1 ,6.1 (Total Sulphur as sulphur trioxide(SO3))	500.0
5.1 ,6.1 (Reactive Silica)	500.0
5.1 ,6.1 (Silicon dioxide(SiO2) plus aluminium oxide (Al2O3) plus iron oxide (Fe2O3))	500.0
5.1 ,6.1 (Silicon dioxide(SiO2))	500.0

266

IS 3812 (Part 1) (2013) - Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7.1 (Compressive strength at 28 days )	3000.0
7.1 ( Lime reactivity — Average compressive strength )	3000.0
7.1 (Soundness by autoclave test — Expansion of specimen )	1500.0
7.1 (Fineness — Specific surface by Blaine’s permeability method)	1000.0
7.1 (Particles retained on 45 micron IS sieve (wet sieving) )	1000.0
5.1 ,6.1 (Available alkali as equivalent sodium oxide (Na2O))	500.0
5.1 ,6.1 (Loss on ignition)	500.0
5.1 ,6.1 (Magnesium oxide(MgO))	500.0
5.1 ,6.1 (Silicon dioxide(SiO2))	500.0
5.1 ,6.1 (Total Sulphur as sulphur trioxide(SO3))	500.0
5.1 ,6.1 (Reactive Silica)	500.0
5.1 ,6.1 (Total Chlorides)	500.0
5.1 ,6.1 (Silicon dioxide(SiO2) plus aluminium oxide (Al2O3) plus iron oxide (Fe2O3))	500.0

267

IS 13801 (2013) - Chequered Cement Concrete Tiles -

Chequered Cement Concrete Tiles -

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
12.5 (Wet transverse strength)	2000.0
12.4 (Water Absorption)	1000.0
12.6 (Resistance to wear)	2000.0
12.3 (Straightness)	500.0
12.2 (Perpendicularity)	500.0
12.1 (Flatness)	500.0
10 (General Quality)	100.0
8.3 (Thickness of Wearing Layer)	1000.0
7.1,Table 1,Column 2 (Dimensions -Length)	300.0
7 (Dimension: Thickness)	1000.0

268

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)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
4.2 (2) (Carbon, % 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 (4) (Phosphorus, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	500.0
5.4 (Rib Area, mm²/ mm - 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 (Yield Stress/ 0.2 % Proof Stress. N/mm² -- IS 1608 (Part 1): 2022.)	1000.0
9.2 (4) (Tensile Strength (up to 12 mm), N/mm² - IS 1608 (Part 1): 2022.)	-
9.2 (5) (Tensile Strength (16 to 28 mm), N/mm² - IS 1608 (Part 1): 2022.)	1000.0
9.2 (6) (Tensile Strength (32 to 40 mm), N/mm² - IS 1608 (Part 1): 2022.)	1500.0
9.3 (Bend test - IS 1599: 2023.)	1000.0
9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008)	1000.0
7.2 (Mass per metre run, kg/m - IS 1786: 2008)	1000.0
4.2 (5) (Sulphur+ Phosphorus, % by mass.)	500.0
9.2 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).)	-

269

IS 8329 (2000) - Centrifugally cast (Spun) ductile iron pressure pipes for water, gas and sewage - Specification (Third Revision)

Centrifugally cast (Spun) ductile iron pressure pipes for water, gas and sewage - Specification (Third Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
13.3 (Wall Thickness of pipe)	1000.0
16.3 (Thickness of Cement mortar lining of pipe)	1000.0
15.3 (Ovality of pipe)	1000.0
10.2 (Brinell Hardness)	2000.0
10.1.1 (Tensile Strength)	2000.0
13.2 (Bore Clearance of mortar lining in ductile iron pipe)	1000.0
15.1.1 (External diameter)	1000.0
16.2 (Bituminous Coating Test)	1000.0
10.1.1 (% Elongation)	-

270

IS 4985 (2021) - UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
10.7 (Sulphated ash Content)	2000.0
10.3 (Mercury for all three extracts)	1000.0
10.3 (Cadmiumfor all three extracts)	1000.0
10.3 (Di alky Tin C4 and higher homologous measured as Tin (Theird Extraction))	1000.0
10.3 (Lead theird extraction)	1000.0
10.3 (Lead first extraction)	1000.0
7.1.1.1 (Mean Outside Diameter)	1000.0
7.1.1.2 (Outside Diameter at any point)	1000.0
7.1.1.2 (Maximum Outside Diameter at any point)	1000.0
7.1.1.2 (Minimum Outside Diameter at any point)	1000.0
7.1.2 (Average Wall Thickness)	1000.0
7.1.2 (Maximum Wall Thickness)	1000.0
7.1.2 (Minimum Wall Thickness)	1000.0
7.2.1 (Visual Appearance of Socket)	1000.0
7.2.1.1 (Socket length)	1000.0
7.2.1.1 (Mean Socket internal diameter at mid point of socket length)	1000.0
7.2.1.1 (Maximum Socket internal diameter at mid point of socket length)	1000.0
7.2.1.1 (Minimum Socket internal diameter at mid point of socket length)	1000.0
7.2.1.1 (Included Angle of taper,( deg., minute))	1000.0
7.2.1.2 (Wall Thickness of socket (e2))	1000.0
7.2.1.2 (Wall Thickness of Seal Ring Groove (e3))	1000.0
7.2.1.2 (Depth of Engagement (min.))	1000.0
7.2.1.2 (Wall Thickness of socket (e2))	1000.0
9.2 (Pipe End (Chamfered), Wall thickness)	1000.0
11.1 (Acceptance Test for 1 hrs at 27 deg.C (4.19 x PN (MPA)) for Pipe)	5000.0
11.1 (Hydrostatic Pressure Test for 1000 hrs at 60 deg.C (Type Test))	20000.0
10.7 (Annex-B, IS:4985-2021)	2000.0
10.6 (IS:12235 (Part-14) Density)	2000.0
10.4 (IS:12235-(Part5/Sec.1 &2) Reversion test)	1000.0