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Kailtech Test and Research Centre Pvt. Ltd.

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99 Results

S.No.

Indian Standard No.

Product

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Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

20000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.1.1 (General Quality)	-	1000	Sound, visual defects and cracks of paver blocks 15000(Without optional tests), 20000(With optional tests)
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	500	Sound, visual defects and cracks of paver blocks
Clause 7.1.3 (Colour and Texture)	-	500	Bonding and Delamination between the layers of paver blocks,
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	500	Bonding and Delamination between the layers of paver blocks,
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	3000	All Dimension
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	3000	All Dimension
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	3000	All Dimension
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	3000	All Dimension
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	3000	All Dimension
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	3000	All Dimension
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	3000	All Dimension
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	3000	All Dimension
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	3000	All Dimension
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	3000	Water absorption
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	3000	Water absorption
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)( Indivdual Compressive strength)	-	5000	Compressive strength
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	5000	Compressive strength
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	5000	Dry and wet Abrasion Resistance
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	5000	Dry and wet Abrasion Resistance
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	5000	Dry and wet Abrasion Resistance
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	5000	Dry and wet Abrasion Resistance
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength )	-	5000	Tensile splitting strength
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	5000	Tensile splitting strength
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength )	-	5000	Flexural strength
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	5000	Flexural strength
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	5000	Tensile splitting strength and failure load per unit length
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	5000	Tensile splitting strength and failure load per unit length
Clause 7.3, Annex G(Individual Breaking Load)	-	5000	Flexural strength and Breaking Load
Clause 7.3, Annex G(Average Breaking Load)	-	5000	Flexural strength and Breaking Load
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	10000	Freeze Thaw durability complete cycles
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	10000	Freeze Thaw durability complete cycles
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	10000	Freeze Thaw durability complete cycles
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	10000	Freeze Thaw durability complete cycles
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	10000	Freeze Thaw durability complete cycles
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	10000	Freeze Thaw durability complete cycles
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	10000	Freeze Thaw durability complete cycles

Complete

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

27500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	1000	Outside Diameter
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	1000	Outside Diameter
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	1000	Diameter at any Point
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	1000	Diameter at any Point
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	1000	Wall Thickness
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	1000	Wall Thickness
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	1000	Wall Thickness
7.2.1(DIMENSIONS-Socket)	-	1000	DIMENSIONS-Socket
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	1000	Socket Length
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	1000	DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement
9.1(PIPE ENDS)	-	1000	Pipe Ends
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	500	Visual Appearance
10.1(Colour)	-	500	Testing charges as per parameter
10.7(Sulphated Ash Content)	-	3000	Sulphated Ash Content
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	5000	Opacity
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	Reversion Test
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	5000	Vicat Softening Temperature
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	Density
11.2(Resistance to External Blows at 0°C)	-	5000	Resistance to External Blows at 0°C
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	5000	Hydrostatic Pressure Test (Acceptance Test)
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	15000	Hydrostatic Pressure Test (Type Test)
10.3(Effect on Water Test)	-	7500	Testing charges as per parameter
7.2.1.1 Table3(Angle of taper (Note-1))	-	500	Testing charges as per parameter
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	2000	OK
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	10000	OK
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	500	OK
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	500	OK
8(SEALING RINGS)	-	1000	OK
13(Marking)	-	300	OK
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	1000	OK
6.1.1(VCM Content)	-	5000	OK
6.1.2(PVC Resin)	-	5000	OK

Complete

IS 5872 (1990)

Cold rolled steel strips (Box Strappings) - Specification

8220 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 6(UTM)	-	5000	UTM
Cl 7(Bending To Both Side At 90°, Then Straight)	-	2000	Reverse Bend Test
Cl 9(Workmanship)	-	1000	Freedom from Defects
Cl 10(Width & Thickness)	-	1000	Dimensions
Cl 12(Coating)	-	7500	Salt Spray Test 72 Hours -1500 96 Hours – 2000 144 Hours -3500 500 Hours - 7500
Cl. 10.2(Thickness)	-	1000	Dimension
Cl. 6 Table 3(Elongation at 50 mm gauge length)	-	5000	Elongation
5(Chemical Composition)	-	18000	Testing charges parameter wise

Complete

IS 513 : Part 2 (2016)

Cold reduced carbon steel sheet and strip: Part 2 high tensile and multi - Phase steel (Sixth Revision)

14250 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(UTM)	-	5000	UTM
Cl 8.5(Workmanship)	-	2000	Surface Roughness Test
Cl 9(Workmanship)	-	500	Freedom from Defects
Cl 10(Length, Width & Thickness)	-	500	Dimension
6.0(ALUMINIUM)	-	500	Aluminium
6.0(MICRO ALLOYS)	-	500	Aluminium
6.0(SILICON)	-	500	Silicon
6.0(MANGANESE)	-	500	Manganese
6.0(PHOSPHORUS)	-	500	Phosphorous
6.0(SULPHUR)	-	500	Sulphur
6.0(CARBON)	-	500	Carbon
6.0(NITROGEN)	-	1500	Nitrogen
Cl. 8.5.3 Table 6(Surface Roughness)	-	2000	Surface Roughness
Cl. 10(Out of square)	-	500	Dimension
Cl. 10(Flatness)	-	500	Dimension
Cl. 10(Camber)	-	500	Dimension
Cl. 10(Width)	-	500	Dimension
Cl. 10(Thickness)	-	500	Dimension
Cl. 7.3 Table 4A & 4B(Tensile Strain Hardening)	-	2000	Tensile Strain Hardening

Complete

IS 8887 (2018)

Bitumen emulsion for roads (Cationic Type) - Specification (Third Revision)

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade RS-1) IS 1203)	-	1500	Tests on residue: Penetration
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade RS-2) IS 1203)	-	1500	Tests on residue: Penetration
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade MS) IS 1203)	-	1500	Tests on residue: Penetration
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade SS-1) IS 1203)	-	1500	Tests on residue: Penetration
6.6.2 Table-1; 1(ix) 2(Tests on residue: Penetration (Grade SS-2) IS 1203)	-	1500	Tests on residue: Penetration
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade RS-1) IS 1208)	-	1500	Tests on residue: Ductility
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade RS-2) IS 1208)	-	1500	Tests on residue: Ductility
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade MS) IS 1208)	-	1500	Tests on residue: Ductility
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade SS-1) IS 1208)	-	1500	Tests on residue: Ductility
6.6.2 Table-1; 1(ix) 3(Tests on residue: Ductility (Grade SS-2) IS 1208)	-	1500	Tests on residue: Ductility
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad RS-1) IS 8, Annex 9)	-	1200	Tests on residue: Ductility
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad RS-2) Annex 9)	-	1200	Tests on residue: Ductility
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad MS) Annex 9)	-	1200	Tests on residue: Ductility
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-1) Annex 9)	-	1200	Tests on residue: Ductility
6.6.2 Table-1; 1(i)(Residue on 600 micron IS Sieve, (Grad SS-2) Annex 9)	-	1200	Tests on residue: Ductility
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad RS-1), IS 3117)	-	1200	Viscosity by saybolt furol viscometer
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad RS-2)	-	1200	Viscosity by saybolt furol viscometer
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad MS), IS 3117)	-	1200	Viscosity by saybolt furol viscometer
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad SS-1), IS 3117)	-	1200	Viscosity by saybolt furol viscometer
6.6.2 Table-1; 1(ii) (1)(Viscosity by saybolt furol viscometer, seconds (Grad SS-2), IS 3117)	-	1200	Viscosity by saybolt furol viscometer
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad RS-1), Annex C)	-	1200	Coagulation of emulsion at low temperature
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad RS-2), Annex C)	-	1200	Coagulation of emulsion at low temperature
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad MS), Annex C)	-	1200	Coagulation of emulsion at low temperature
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad SS-1), Annex C)	-	1200	Coagulation of emulsion at low temperature
6.6.2 Table-1; 1(iii)(Coagulation of emulsion at low temperature (Grad SS-2), Annex C)	-	1200	Coagulation of emulsion at low temperature
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-1), Annex D)	-	2000	Storage stability after 24 h
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grad RS-2), Annex D)	-	2000	Storage stability after 24 h
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade MS), Annex D)	-	2000	Storage stability after 24 h
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-1), Annex D)	-	2000	Storage stability after 24 h
6.6.2 Table-1; 1(iv)(Storage stability after 24 h (Grade SS-2), Annex D)	-	2000	Storage stability after 24 h
6.6.2 Table-1; 1(v)(Particle charge (Grad RS-1), Annex E)	-	1500	Particle charge
6.6.2 Table-1; 1(v)(Particle charge (Grad RS-2), Annex E)	-	1500	Particle charge
6.6.2 Table-1; 1(v)(Particle charge (Grad MS), Annex E)	-	1500	Particle charge
6.6.2 Table-1; 1(v)(Particle charge (Grad SS-1), Annex E)	-	1500	Particle charge
6.6.2 Table-1; 1(v)(Particle charge (Grad SS-2), Annex E)	-	1500	Particle charge
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade RS-1) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade RS-2) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade MS) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade SS-1) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 1(Coating ability and water resistance: Coating, dry aggregate (Grade SS-2) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade RS-1) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade RS-2) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade MS) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade SS-1) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 2(Coating ability and water resistance: Coating, after spraying (Grade SS-2) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade RS-1) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade RS-2) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade MS) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade SS-1) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 3(Coating ability and water resistance: Coating, wet aggregate (Grade SS-2) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade RS-1) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade RS-2) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade MS) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade SS-1) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vi) 4(Coating ability and water resistance: Coating, After Spraying (Grade SS-2) Annex F)	-	1500	Coating ability and water resistance: Coating
6.6.2 Table-1; 1(vii)(Stability to mixing with cement (Grade SS-2) Annex G)	-	1500	Stability to mixing with cement
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade RS-1) Annex H)	-	1500	Miscibility with water
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade RS-2) Annex H)	-	1500	Miscibility with water
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade MS) Annex H)	-	1500	Miscibility with water
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade SS-1) Annex H)	-	1500	Miscibility with water
6.6.2 Table-1; 1(viii)(Miscibility with water (Grade SS-2) Annex H)	-	1500	Miscibility with water
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade RS-1) Annex J)	-	1500	Tests on residue: Residue by evaporation
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade RS-2) Annex J)	-	1500	Tests on residue: Residue by evaporation
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade MS) Annex J)	-	1500	Tests on residue: Residue by evaporation
6.6.2 Table-1; 1(ix) 1(Tests on residue: Residue by evaporation (Grade SS-2) Annex J)	-	1500	Tests on residue: Residue by evaporation
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade RS-1) IS 1216)	-	1200	Tests on residue: Solubility I tricholoethylne
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade RS-2) IS 1216)	-	1200	Tests on residue: Solubility I tricholoethylne,
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade MS) IS 1216)	-	1200	Tests on residue: Solubility I tricholoethylne,
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade SS-1) IS 1216)	-	1200	Tests on residue: Solubility I tricholoethylne,
6.6.2 Table-1; 1(ix) 4(Tests on residue: Solubility I tricholoethylne, (Grade SS-2) IS 1216)	-	1200	Tests on residue: Solubility I tricholoethylne,
6.6.2 Table-1; 1(x) 1(Distillation in percent volume of distillate recovered at 360°C (SS-1))	-	2000	Distillation
6.6.2 Table-1; 1(xi)(Water content (Grade SS-1))	-	1200	Water content

Complete

IS 12701 (1996)

Rotational moulded polyethylene water storage tanks - specification (First Revision)

19420 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	2000	CBC
4.2.3(Carbon Dispersion Test)	-	2000	Can't write Remark in Complete Testing charges hence we are mention here ,Complete Testing Charges -- Upto 1000 ltr—13500, 1000 to 3000 ltrs—18500, More than 3000 ltrs--30000
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	ok
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	ok
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	ok
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	ok
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	ok
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	ok
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	ok
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	ok
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	ok
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	ok
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	ok
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	ok
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	ok
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	ok
5.3(Types and Features )	-	1000	ok
5.6(Types and Features )	-	1000	ok
6.1(Finish)	-	500	ok
7.1.1(Resistance to Deformation)	-	1000	ok
7.1.2(Resistance to Deformation)	-	2000	ok
7.2(Resistance to Impact)	-	3000	ok
7.3(Test for Top Load Resistance)	-	3000	ok
7.4(Tensile Strength)	-	5000	ok
7.5(Flexural Modulus)	-	5000	ok
7.6(overall Migration)	-	5000	ok
9.2.1(Man-Hole and Hand-Hole Lids)	-	1000	ok
9.2(Man-Hole and Hand-Hole Lids)	-	1000	ok
9.1(Man-Hole and Hand-Hole Lids)	-	1000	ok
9.1(Lid Thickness)	-	1000	ok
5.4(Wall Thickness above effective height)	-	1000	ok
5.2 Table 2 (7)(Minimum Wall Thickness)	-	1000	ok
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	2500	ok

Complete

IS 4985 (2000)

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

16500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(CLASSIFICATION OF PIPES)	-	300	ok
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	500	ok
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	500	ok
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	500	ok
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	500	ok
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	500	ok
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	500	ok
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	500	ok
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	500	ok
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	500	ok
7.2.1(DIMENSIONS-Socket)	-	1000	ok
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	1000	ok
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	1000	ok
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	1000	ok
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	500	ok
9.1(PIPE ENDS)	-	1000	ok
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	300	ok
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	5000	ok
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	ok
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	5000	ok
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	ok
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	10000	ok
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	1000	ok
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	10000	ok
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	1000	ok
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	1000	ok
11.2(Resistance to External Blows at 0°C)	-	2000	ok
Clause 10.7(Sulphated Ash Content)	-	1500	ok
6(VCM CONTENT)	-	5000	OK
6(K- VALUE)	-	5000	OK

Complete

IS 1239 : Part 1 (2004)

Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL)

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 15(Workmanship)	-	100	Workmanship
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	350	Outside Diameter (Maximum)
Cl 8(Outer Diameter, Thickness & Mass)	-	350	Outer Diameter (minimum)
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	100	Thickness
Cl. 6.5(Height of Internal Fin)	-	100	Height of Internal Fin
Cl. 8, 9 Table 3,4 & 5(Mass of Tube)	-	150	Mass of Tube
Clause 11.2(Exact Length)	-	150	Exact Length
Clause 11.1(Random Length)	-	150	Random Length
Cl. 3.3, 10.2(Plain End)	-	150	Plain End
Cl. 14.1(Tensile Strength)	-	2500	Tensile Strength
Clause 14.1.1(Elongation Percent)	-	2500	Elongation Percent
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	500	Bend Test (upto and including 50 mm NB)
Cl. 14.3(Flattening test (Over 50 mm NB))	-	2000	Flattening test (Over 50 mm NB)
6.1.1(MANGANESE)	-	500	MANGANESE
6.2 AND AS PER IS 513(ALUMINIUM)	-	500	ALUMINIUM
6.2 AND AS PER IS 513(SILICON)	-	500	SILICON
6.2 AND AS PER IS 513(PHOSPHORUS)	-	500	PHOSPHORUS
6.2 AND AS PER IS 513(SULPHUR)	-	500	SULPHUR
6.2 AND AS PER IS 513(CARBON)	-	500	CARBON
6.2 AND AS PER IS 10748(NITROGEN)	-	500	NITROGEN
6.2 AND AS PER IS 10748(COPPER)	-	500	COPPER
6.2 AND AS PER IS 10748(MICRO ALLOY)	-	1500	MICRO ALLOY
12 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	2000	UNIFORMITY OF ZINC COATING
12 AND AS PER IS 4736(MASS OF ZINC COATING)	-	2000	MASS OF ZINC COATING

Complete

IS 15778 (2007)

Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification

135000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2.1 Annex B(Chloride Content of Resin)	-	2000	ok
6.3(Compound Properties)	-	10000	all compound test
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	30000	ok
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	1000	ok
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	1000	ok
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	1000	ok
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	1000	ok
7.1.3 (Effective length)	-	1000	ok
9.1(Visual Appearance)	-	300	ok
9.2 IS 12235 (Part 3)(Opacity)	-	3000	ok
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	1500	ok
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	1500	ok
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	1500	ok
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	1500	ok
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	1500	ok
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	1500	ok
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	5000	ok
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	3000	ok
9.6 IS 12235(Part 14)(Density)	-	1000	ok
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	3000	ok
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	10000	ok
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	18000	ok
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	75000	ok
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	3000	ok
10.4 IS 12235(Part 19)(Flattening Test)	-	2000	ok
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	2000	ok
7.1.1(Outside Diameter at any point (Maximum))	-	1000	ok

Complete

IS 14151 : Part 2 (2008)

Irrigation equipment - Sprinkler pipes - Specification: Part 2 quick coupled polyethylene pipes and fittings (Second Revision)

32000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2.1 (Visual and Workmanship Requirement)	-	500	ok
6.1.3.2 (Quick coupled fittings)	-	1000	ok
6.1.3.1.1(Weldability Test)	-	2000	ok
6.1.2.2( Hydraulic Proof Test)	-	5000	ok
6.1.1, 6.1.1.1(Leakage Test)	-	5000	ok
4.1.5(Rubber Ring)	-	2000	ok
4.1.4(b)(Holding Attachments for Coupler Parts)	-	2000	ok
4.1.4(a)(Holding Attachments for Coupler Parts)	-	2000	ok
4.1 .3(Workmanship and Appearance)	-	500	ok
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	1000	ok
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	1000	ok
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Aluminium Content)	-	500	ok
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Silicon Content)	-	500	ok
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content)	-	500	ok
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content)	-	500	ok
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content)	-	500	ok
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content)	-	500	ok
Cl 4.1.5(Rubber rings- C)Rubber ring shall be of black colour:)	-	500	ok
Cl 4.1.5(Rubber rings- B) Change in hardness)	-	2000	ok

Complete

IS 2062 (2011)

Hot rolled medium and high tensile structural steel - Specification (Seventh Revision)

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Workmanship)	-	500	Freedom from Defects (Workmanship)
Cl 10.3(UTM)	-	3000	Tensile Test
Cl 11.3(Press)	-	1000	Bend Test
Cl 12(Sudden Load Applied)	-	4000	Charpy Impact Test
Cl 15(Length, Width & Thickness)	-	500	Dimension
Cl 18(Weight)	-	500	Weight
Clause - 5, 8.1 & 8.2(E250, CARBON +EQUIVELENT )	-	500	CARBON +EQUIVELENT
Clause - 5, 8.1 & 8.2(E250, ALUMINIUM)	-	500	Aluminium
Clause - 5, 8.1 & 8.2(E250, SILICON)	-	500	Silicon
Clause - 5, 8.1 & 8.2(E250, NITROGEN)	-	1500	Nitrogen
Clause - 5, 8.1 & 8.2(E250 ,MANGANESE)	-	500	Manganese
Clause - 5, 8.1 & 8.2(E250, PHOSPHURS)	-	500	Phosphorous
Clause - 5, 8.1 & 8.2(E250, SULPHUR)	-	500	Sulphur
Clause - 5, 8.1 & 8.2(E250, CARBON)	-	500	Carbon
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	Vanadium
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	750	Molybdenum
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	750	Chromium
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	1500	Nickle
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	750	Copper
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon Equivalent- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	CE
Clause - 5, 8.1 & 8.2(E275, CARBON)	-	1500	Niobium
Clause - 5, 8.1 & 8.2(E275, SULPHUR)	-	1500	Titanium
Clause - 5, 8.1 & 8.2(E275, PHOSPHURS)	-	750	Boron
Cl. 10.3 (Cl. 10.3 (Yield Stress))	-	3000	Yield Stress
Cl. 10.3 (Cl. 10.3 (Elongation %))	-	3000	Elongation
Cl. 15(Cl. 15 Round Bar: Out of Shape)	-	500	Dimension
Cl. 15(Cl. 15 Round Bar: Diameter Minimum)	-	500	Dimension
Cl. 15(Cl. 15 Square Bar: Out of Square)	-	500	Dimension
Cl. 15(Cl. 15 Channel Section: Depth)	-	500	Dimension
Cl. 15(Cl. 15 Channel Section: Width of Flange)	-	500	Dimension
Cl. 15(Cl. 15 Channel Section: Flange Out of Square)	-	500	Dimension
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Convexity))	-	500	Dimension
Cl. 15(Cl. 15 Channel Section: Flatness of Web (Concavity))	-	500	Dimension
Cl. 15(Cl. 15 Channel Section: Camber)	-	500	Dimension
Cl. 15 (Cl. 15 Channel Section: Sweep)	-	500	Dimension
Cl. 15, 16(Off Centre of Web)	-	500	Dimension
Cl. 15, 16(Flange out of square (I beam))	-	500	Dimension
Cl. 15, 16(Width of flange (I Beam))	-	500	Dimension
Cl. 15, 16(Mass (Plate))	-	500	Mass
Cl. 15, 16(Flange Slope)	-	500	Dimension
Cl. 15, 16(Web Thickness)	-	500	Dimension
Cl. 15, 16(Flange Thickness)	-	500	Dimension
Cl. 15, 16(Out of Square (Flat))	-	500	Dimension
Cl. 15, 16(Width )	-	500	Dimension
Cl. 15, 16(Thickness )	-	500	Dimension
Cl. 15, 16(Sectional Area )	-	500	Dimension
Cl. 15, 16(Camber (Angle))	-	500	Dimension
Cl. 15, 16(Out of Square (Angle))	-	500	Dimension
Cl. 15, 16(Leg Length Difference (Angle))	-	500	Dimension
Cl. 15, 16(Leg Length B (Angle))	-	500	Dimension
Cl. 15, 16(Leg Length A (Angle))	-	500	Dimension
Cl. 15, 16(Toe Radius R2)	-	500	Dimension
Cl. 15, 16(Root Radius R1)	-	500	Dimension

Complete

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	4000	Transverse Strength
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 Table-3 iii b(Setting Time Final)	-	1000	Setting Time
7 Table-3 iii a(Setting Time Initial)	-	1000	Setting Time
7 Table-3 ii b(Expansion by Autoclave)	-	1500	Soundness
7 Table-3 ii a(Expansion by Le Chatelier)	-	1000	Soundness
7 Table-3 i.(Fineness)	-	1000	Fineness
6.1 Table-2 viii(Alkali content)	-	2000	Alkali
6.1 Table-2 vii(Chloride content)	-	1000	Chloride content
6.1 Table-2 vi(Loss on ignition)	-	750	Loss on ignition
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	750	Total Sulphur Content calculated as Sulphuric Anhydride
6.1 Table-2 iv(Magnesia)	-	500	Magnesia
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	750	Insoluble residue
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1500	Ratio of percentage of lime to percentages of silica, alumina and iron oxide
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	1500	Ratio of percentage of alumina to that of iron oxide
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	4000	Transverse Strength,
Clause 7 Table 3, SI No. (v) (Transverse Strength, 168 ± 2 h)	-	4000	Transverse Strength,
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	4000	Transverse Strength,
Clause 7 Table 3, SI No. (v) (Transverse Strength, 72 ± 1 h)	-	4000	Transverse Strength,
Clause 7 Table 3, SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	4000	Transverse Strength,
Clause 7 Table 3, SI No. (v) (Transverse Strength, 672 ± 4 h)	-	4000	Transverse Strength,

Complete

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	5000	Drying Shrinkage
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	5000	Transverse Strength
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	2000	Setting Time (Initial & Final)
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	2000	Setting Time (Initial & Final)
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2000	Soundness by Autoclave
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1000	Soundness by Le-Chatelier
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	Fineness by Blain Air Permeability
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	Alkali Content
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1500	Chloride Content
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1500	Loss of Ignition
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	Total Sulphur Content
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	Magnesia
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	Insoluble residue
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	Alkali Content
Clause 7 Table 2 SI No. (v) (Transverse Strength, 672 ± 4 h)	-	4000	Transverse Strength,
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	4000	Transverse Strength,
Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h)	-	4000	Transverse Strength,
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	4000	Transverse Strength,
Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h)	-	4000	Transverse Strength,
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	4000	Transverse Strength,

Complete

IS 513 : Part 1 (2016)

Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision)

18000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Chemical Composition)	-	15000	Chemical Composition (All Parameters)
Cl 8(UTM)	-	5000	Tensile
Cl 9(Workmanship)	-	2000	Surface Finish
Cl 9.6(Workmanship)	-	500	Oiling Visual
Cl 10(Workmanship)	-	500	Freedom from Defects
Cl 11(Length, Width & Thickness)	-	500	Dimensions
Cl 8(UTM)	-	5000	Tensile
Cl 9.5(Workmanship)	-	2000	Surface Finish
Cl. 8.1 & Table 5A, 5B & 5C(Yield Stress)	-	5000	Yield Stress
Cl. 9 Table 8(Surface roughness)	-	2000	Surface Roughness
Cl. 11(Out of square)	-	500	Dimension
Cl. 11(Flatness)	-	500	Dimension
Cl. 11(Camber)	-	500	Dimension
Cl. 11(Width)	-	500	Dimension
Cl. 11(Thickness)	-	500	Dimension
Cl. 8.7(Bake Hardening Index)	-	2000	Bake Hardening
Cl. 8.6 Table 5A, 5B & 5C(Tensile Strain Hardening Component (n-Value))	-	2000	Tensile Strain Hardening
Cl. 8.5 Table 5A, 5B & 5C(Plastic Strain Ratio (r bar/r-90))	-	1000	Plastic Strain Ratio
Cl. 8.1 & Table 5A, 5B & 5C(Elongation at 50 mm gauge length)	-	5000	Elongation
Cl. 8.1 & Table 5A, 5B & 5C(Elongation at 80 mm gauge length)	-	5000	Elongation
Cl. 8.2(Cupping Test(Only for sheet and coils CR2, CR3, CR4(having thickness 0.5 mm-2.0 mm))	-	1500	Cupping Test
Cl. 8.4(Bend Test)	-	1000	Bend Test
Cl. 8.3 Table 6(Hardness Test ( Only for CR0 & CR1))	-	1000	Hardness Test

Complete

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

3500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5, 5.1 table-1(MATERIALS)	-	0	This is not a test
5.2(Polyethylene Resin)	-	5000	All Tests of Table 2
5.3(c)(Carbon Black Master Batch)	-	1500	ok
5.3(d)(Carbon Black Master Batch)	-	1500	Ash Content
8.3(Carbon black)	-	1500	CBC
8.6(Overall migration)	-	5000	ok
6, 6.1(PIPE DESCRIPTION)	-	0	Not a Test
6, 6.1.1(PIPE DESCRIPTION)	-	0	No Clause available in IS 4984 : 2016
6.2(Colour)	-	500	ok
6.2.1(6.1.1 Identification Stripes)	-	1000	ok
7.2(Length)	-	500	ok
7.4 table -3 & 4(6.1 Dimensions)	-	1000	ok
7.4.1.2(Ovality)	-	500	ok
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	10000	ok
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	2000	ok
8.2(Longitudinal Reversion Test)	-	2000	ok
8.4( Melt Flow Rate)	-	1500	ok
8.5 (Oxidation Induction Time)	-	10000	ok
8.7(Density)	-	1000	ok
8.8(Tensile Strength for Butt-fusion)	-	10000	ok
8.9 table-6(Elongation at Break)	-	2000	ok
8.10(Slow Crack Growth Rate)	-	10000	ok

Complete

IS 456 (2000)

Plain and reinforced concrete - Code of practice (Fourth Revision)

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	750	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	1000	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	750	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	750	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	750	-
5.4.2-IS: 3025(P-11)(Ph)	-	750	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	750	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	750	-
16.1(Average Compressive Strength)	-	1500	-

Complete

IS 6603 (2001)

Stainless steel bars and flats - Specification (First Revision)

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Carbon -Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Carbon
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Silicon- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Silicon
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Manganese- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Manganese
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Nickel -Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Nickel
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Chromium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Chromium
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Molybdenum- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Molybdenum
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Niobium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Niobium
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Titanium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Titanium
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Sulphur- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Sulphur
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Phosphorus- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	500	Phosphorous
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Others (Nitrogen)- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	2000	Nitrogen
Cl.14.1(Corrosion Resistance- IS 10461(Part1))	-	10000	Corrosion Resistance
Cl.14.1(Corrosion Resistance- IS 10461(Part2))	-	10000	Corrosion Resistance
6(Freedom from defects:)	-	1000	Freedom From Defects
9.1, Table 3(0.2 Percent Proof Stress, MPa)	-	5000	Tensile
9.2, Table 3(Tensile Strength, MPa)	-	5000	Tensile
9.3, Table 3(Elongation ,Percent)	-	5000	Tensile
9.4, Table 3(Annealed Hardness, HB-IS 1500: Pt 1)	-	1000	Hardness
9.5, Table 3(Charpy Impact Test, J-IS 1499)	-	3000	Impact
12(Dimensions & Tolerances, mm-IS 6603)	-	1000	Dimensions
12(Diameter, mm)	-	1000	Dimensions
12(Out of Round , mm)	-	1000	Dimensions
12(Length , mm)	-	1000	Dimensions
12(Variation in Straightness)	-	1000	Dimensions
Cl. 9.3 Table 3(Bend Test)	-	1000	Bend Test
Cl. 12 Table 10(Maximum Differences in Three Measurements for Hexagons)	-	1000	Dimension
Cl. 12 Table 9, 11 & 13 (Square Size)	-	1000	Dimension
Cl. 12 Table 11,13 & 14(Thickness of Flat)	-	1000	Dimension
Cl. 12 Table 11,13 & 14(Width of Flat)	-	1000	Dimension
Cl. 12 Table 10 & 13(Hexagonal Size)	-	1000	Dimension
Cl. 12 Table 9(Out of Square)	-	1000	Dimension

Complete

IS 12592 (2002)

Precast concrete manhole cover and frame - Specification (First Revision)

14821 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(General)	-	3000	General
3(Type/Shape of Cover)	-	3000	General
8(LIFTING HOOKS)	-	7500	Dimension
5.2 and Table 1(Dimensions of Frame - A)	-	7500	Dimension
5.2 and Table 1(Dimensions of Frame - B)	-	7500	Dimension
5.2 and Table 1(Dimensions of Frame - C)	-	7500	Dimension
5.2 and Table 1(Dimensions of Frame - D)	-	7500	Dimension
5.2 and Table 1(Dimensions of Frame - E)	-	7500	Dimension
5.2 and Table 1(Dimensions of Frame - F)	-	7500	Dimension
5.2(Dimensions of cover- Diameter)	-	7500	Dimension
5.2(Clearance at top between the frame and the cover all round the periphery)	-	7500	Dimension
5.2(Top surface ofthe frame and cover is in level)	-	7500	Dimension
5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover)	-	7500	Dimension
5.2 and Fig 1(Clear cover to reinforcement)	-	7500	Dimension
5.2 and Fig 1(Distance of housing from the edge)	-	7500	Dimension
7.4.1(Edge Protection and Finishing - Frame)	-	7500	Dimension
7.4.2(Edge Protection and Finishing - Cover)	-	7500	Dimension
9.3 and Table and Annex C(Load Test)	-	10000	Load Test
Clause No. 6(Design)	-	7500	Dimension
Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat))	-	7500	Dimension
Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors))	-	7500	Dimension
Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface))	-	7500	Dimension
Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet))	-	7500	Dimension
Clause No. 7.4.4(Compatitbilty of Seating of cover and frame)	-	7500	Dimension
Clause No. 8(Lifting Hooks (Diameter of MS rod))	-	7500	Dimension
Clause No. 8(Lifting Device)	-	7500	Dimension
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load)	-	10000	Load Test
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load)	-	10000	Load Test
Clause No. 9.3 Annex C(Permanent set of cover)	-	10000	Load Test
Clause No. 9.3 Annex C(Cracks at bottom side of the cover )	-	10000	Load Test
Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel)	-	10000	Load Test
Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover)	-	7500	Dimension

Complete

IS 12894 (2002)

Pulverized fuel ash - Lime bricks - Specification

6500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General Requirements)	-	500	General Requirements
3.2(General Requirements)	-	500	General Requirements
3.3(General Requirements)	-	500	General Requirements
3.4(General Requirements)	-	500	General Requirements
3.5(General Requirements)	-	500	General Requirements
5.1(Dimensions)	-	1000	All Dimensions
7.1, Table -1(Average Wet Compressive Strength)	-	2000	All Dimensions
7.2(Drying Shrinkage)	-	5000	Drying Shrinkage
7.3(Efflorescence Test)	-	1000	Efflorescence Test
7.4(Water Absorption)	-	2000	Water Absorption

Complete

IS 2645 (2003)

Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision)

13875 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	5000	Permeability
Cl 3.2(Initial & Final)	-	1000	Initial & Final Setting
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	3000	Compressive strength
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	5000	Permeability to water
Cl 3.2(Initial & Final)	-	1000	Initial & Final Setting
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	3000	Compressive strength
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	5000	Permeability to water
Cl 3.2(Initial & Final)	-	1000	Initial & Final Setting
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	3000	Compressive strength
Clause 3.4(Chloride content)	-	1000	Chloride content
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 3 days (72 ± 1 h))	-	3000	Testing Charges As per Parameter
Clause 3.3(Compressive strength of cement mortar at 3 days (72 ± 1 h))	-	3000	Testing Charges As per Parameter
Clause 3.2(Final setting time of cement)	-	3000	Testing Charges As per Parameter
Clause 3.1 (Permeability to water of cement mortar)	-	5000	Testing Charges As per Parameter
Clause 3.1 (Permeability to water of cement mortar with Water proofing compound)	-	5000	Testing Charges As per Parameter
Clause 3.2(Initial setting time of cement)	-	3000	Testing Charges As per Parameter
Clause 3.2(Initial setting time of cement with Water proofing compound)	-	3000	Testing Charges As per Parameter
Clause 3.2(Final setting time of cement with Water proofing compound)	-	3000	Testing Charges As per Parameter
Clause 3.3(Compressive strength of cement mortar at 7 days (168 ± 2 h))	-	3000	Testing Charges As per Parameter
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 7 days (168 ± 2 h))	-	3000	Testing Charges As per Parameter

Complete

IS 10748 (2004)

Hot - Rolled steel strip for welded tubes and pipes - Specification (Second Revision)

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8 & Table 3(UTM)	-	3000	Tensile
Cl 9(Press)	-	1500	Bend
Cl 11(Workmanship)	-	500	Freedom From Defects
Cl 12 & 13(Length, Width & Thickness)	-	500	Dimension
7.1(Carbon %)	-	500	Carbon
7.1(Manganese %)	-	500	Manganese
7.1(Phosphorus %)	-	500	Phosphorous
7.1(Sulphur %)	-	500	Sulphur
7.1(Silicon %)	-	500	Silicon
7.1( Copper %)	-	100	Copper
7.1( Aluminium %)	-	100	Aluminium
7.1( Nb)	-	100	Niobium
7.1(V)	-	100	Vanadium
7.1( Ti)	-	100	Titanium
7.1(Cr)	-	100	Chromium
7.1(Mo)	-	100	Molybdenum
7.1(Ni)	-	100	Nickle
7.1(CE)	-	300	Carbon Equivalent
7.1( Nitrogen%)	-	1500	Nitrogen
Cl. 8, Table 3(Yield Stress)	-	3000	Yield Stress
Cl. 8, Table 3(Elongation)	-	3000	Elongation
Cl. 14(Weight)	-	500	Weight
Cl. 12, 13(Camber)	-	500	Dimension

Complete

IS 2185 : Part 1 (2005)

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

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	1000	General and Visual Inspection
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	1000	All Dimensions
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	1000	All Dimensions
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	1000	All Dimensions
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	1000	All Dimensions
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	1000	All Dimensions
9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C)	-	1000	Blocks Density
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	5000	Compressive Strength
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	3000	Water Absorption
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	7500	Drying Shrinkage
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	3000	Moisture Movement
15(Marking)	-	1000	Marking

Complete

IS 280 (2006)

Mild steel wire for general engineering purposes (Fourth Revision)

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters)	-	500	Dimension
Cl 9(Tensile Test On UTM)	-	2000	Tensile
Cl 13(Workmanship)	-	500	Freedom from defects
Cl 11(Workmanship)	-	2000	Zinc Coating
13(Freedom from defects)	-	500	Freedom from Defects
7 & 8(Diameter)	-	500	Dimension
7 & 8(Ovality)	-	500	Dimension
9.2(Wrapping Test)	-	2000	Wrapping Test
9.3(Bend test)	-	1500	Bend Test
Cl 11(Workmanship)	-	500	Workmanship (IS 7887 : 1992)

Complete

IS 3601 (2006)

Steel tubes for mechanical and general engineering purposes - Specification (Second Revision)

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Material)	-	1000	Sulphur & Phosphorous
13(Mechanical Testing)	-	12000	Mechanical (Tensile, Bend, Flattening, Crushing, Drift Expansion)
6.0(Workmanship)	-	500	Freedom from Defects
4.1(Sulphur-Percentage by mass)	-	500	Sulphur
4.1(Phosphorus-Percentage by mass)	-	500	Phosphorous
8.0(Straightness)	-	500	Dimension
19.1.1, 24.1.1, 28.1.1, 33.1.1(Dimensions- Outside Dia)	-	500	Dimension
19.1.2, 24.1.2, 28.1.2, 33.1.2(Dimensions- Thickness)	-	500	Dimension
11.2(Surface Protection)	-	1000	Uniformity of Coating
13.1.3(Tensile Strength)	-	5000	Tensile
13.1.1(Yield Stress)	-	5000	Tensile
13.1.2(Elongation)	-	5000	Tensile
13.2(Flattening Test)	-	2000	Flattening
13.4(Bend Test (Whole Tube))	-	2000	Bend
13.5(Drift Expansion Test)	-	2000	Drift Expansion
13.6(Crush Test)	-	2000	Crushing
13.3(Bend Test (Strip))	-	2000	Bend
19.1.3(Height of Internal Fin)	-	500	Dimension
Cl. 10 Annex B Cl. 17, Cl. 19(Mass)	-	500	Mass
Cl. 9(Length)	-	500	Dimension
Cl. 10 Annex B Cl. 17, Cl. 19(Moment of inertia)	-	500	Dimension Geometric Properties
Cl. 10 Annex B Cl. 17, Cl. 19(Radius of gyration)	-	50	Dimension Geometric Properties
Cl. 10 Annex B Cl. 17, Cl. 19(Modulus of section)	-	500	Dimension Geometric Properties
Cl. 10 Annex B Cl. 17, Cl. 19(Area of cross section)	-	500	Dimension Geometric Properties

Complete

IS 15647 (2006)

Hot rolled steel narrow width strip for welded tubes and pipes

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	3000	Tensile
Cl 9(Press)	-	1000	Bend
Cl 11(Workmanship)	-	500	Freedom From Defects
Cl 12(Length, Width & Thickness)	-	500	Dimesions
Cl 13(Workmanship)	-	500	Freedom from Defects
Cl. 12(Weight)	-	500	Weight
Cl. 12(Edge Camber)	-	500	Dimension
Cl. 12(Thickness)	-	500	Dimension
Cl. 8.2 Table 3(Elongation)	-	3000	Elonagtion
Cl. 8.2 Table 3(Yield Stress)	-	3000	Yield

Complete

IS 15658 (2006)

Precast concrete blocks for paving - Specification

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2.1 & 7.1(VISUAL INSPECTION)	-	500	Visual
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	3000	All Dimensions
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	3000	All Dimensions
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L)	-	3000	All Dimensions
B-5(AVERAGE LENGTH (Average for eight test specimens), L)	-	3000	All Dimensions
Table 1(MINIMUM PAVER BLOCK THICKNESS)	-	3000	All Dimensions
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T)	-	3000	All Dimensions
B-5(AVERAGE THICKNESS (Average for eight test specimens), T)	-	3000	All Dimensions
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens))	-	3000	All Dimensions
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens))	-	3000	All Dimensions
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	3000	All Dimensions
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	3000	All Dimensions
B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) )	-	3000	All Dimensions
B-5(AVERAGE PLAN AREA, ASP (for eight test specimens))	-	3000	All Dimensions
B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens))	-	3000	All Dimensions
B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens))	-	3000	All Dimensions
B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) )	-	3000	All Dimensions
B-5(AVERAGE SQUARENESS (for eight test specimens))	-	3000	All Dimensions
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens))	-	3000	All Dimensions
6.2.4(WATER ABSORPTION TEST (Average for three test specimens))	-	3000	Water Absorption
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) )	-	5000	Compressive Strength
6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen))	-	5000	Compressive Strength
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens))	-	5000	Abrasion Resistance
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens))	-	5000	Abrasion Resistance
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen ))	-	5000	Tensile Splitting
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen ))	-	5000	Tensile Splitting
Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen ))	-	5000	Flexural
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen ))	-	5000	Flexural
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen ))	-	5000	Flexural
Annex-G-7(AVERAGE BREAKING LOAD)	-	5000	Flexural
Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen ))	-	5000	Tensile Splitting
6.1.2(Physical requirement)	-	500	-

Complete

IS 4457 (2007)

Ceramic unglazed vitreous acid resisting tiles - Specification (Second Revision)

40000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 5, Table 1 - iv -a (Resistance to Chemicals - Annex F)	-	10000	Resistance to Chemicals
Cl. 5, Table 1 - iv -b (Resistance to conc. HNO3 and conc. H2SO4 - Annex G)	-	10000	Resistance to conc. HNO3 and conc. H2SO4
4.1(DIMENSIONS AND TOLERANCES- Size)	-	10000	All Dimensions
4.2(DIMENSIONS AND TOLERANCES- Thickness)	-	10000	All Dimensions
5-Table 1(i)-a(REQUIREMENTS-Dimensions and Surface Quality-Length)	-	11000	All Dimensions and Surface Quality
5-Table 1(i)-a(REQUIREMENTS-Dimensions and Surface Quality-Width)	-	11000	All Dimensions and Surface Quality
5-Table 1(i)-b(REQUIREMENTS-Dimensions and Surface Quality-Thickness)	-	11000	All Dimensions and Surface Quality
5-Table 1(i)-c(REQUIREMENTS-Dimensions and Surface Quality-Straightness of sided)	-	11000	All Dimensions
5-Table 1(i)-d(REQUIREMENTS-Dimensions and Surface Quality-Rectangularity)	-	10000	All Dimensions
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Centre curvature)	-	11000	All Dimensions and Surface Quality
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Edge curvature)	-	11000	All Dimensions and Surface Quality
5-Table 1(i)-e(REQUIREMENTS-Dimensions and Surface Quality-Surface flatness-Warpage)	-	11000	All Dimensions and Surface Quality
5-Table 1(ii)(REQUIREMENTS-Surface Quality)	-	1000	Surface Quality
5-Table 1(iii)(REQUIREMENTS-Physical Properties-Water absorption by weigh(Average))	-	10000	Water Absorption
5-Table 1(iii)-a(REQUIREMENTS-Physical Properties-Water absorption by weigh(Indivisual))	-	10000	Water Absorption
5-Table 1(iii)-b-1(REQUIREMENTS-Physical Properties-Breaking strengrh(Thickness>=7.5mm))	-	15000	Modulus of Rupture and Breaking Strength
5-Table 1(iii)b-2(REQUIREMENTS-Physical Properties-Breaking strengrh(Thickness <7.5mm))	-	15000	Modulus of Rupture and Breaking Strength
5-Table 1(iii)-c(REQUIREMENTS-Physical Properties-Modulus of rupture(Average))	-	15000	Modulus of Rupture and Breaking Strength
5-Table 1(iii)-c(REQUIREMENTS-Physical Properties-Modulus of rupture(Individual))	-	15000	Modulus of Rupture and Breaking Strength
5-Table 1(iii)-d(REQUIREMENTS-Physical Properties-Abrusion resistance)	-	5000	Abrasion

Complete

IS 302 : Part 1 (2008)

Safety of household and similar electrical appliances: Part 1 general requirements (Sixth Revision)

52500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Marking and instructions)	-	1000	Testing charges parameter wise
8.1.1(Protection against live parts in all positions)	-	1000	Testing charges parameter wise
8.1.2(Protection against live parts in openings)	-	1000	Testing charges parameter wise
8.1.3(Protection against live parts in visible glowing heating elements)	-	1000	Testing charges parameter wise
8.1.4(Protection against live parts against protective impedance)	-	3000	Testing charges parameter wise
10.1(Power input)	-	3000	Testing charges parameter wise
10.2(Current input)	-	3000	Testing charges parameter wise
11.1(General)	-	1000	Testing charges parameter wise
11.2(General)	-	1000	Testing charges parameter wise
11.3(Heating)	-	6000	Testing charges parameter wise
13.1(General)	-	1000	Testing charges parameter wise
13.2(Leakage current at operating temperature)	-	5000	Testing charges parameter wise
13.3(Electric Strength at operating temperature)	-	6000	Testing charges parameter wise
14(Transient Over Voltages)	-	8000	Testing charges parameter wise
15.0(General)	-	1000	Testing charges parameter wise
15.1(Ingress Protection test other than IPX0 (IP test))	-	10000	Testing charges parameter wise
15.2(Spillage Test)	-	3000	Testing charges parameter wise
15.3(Humidity Test)	-	5000	Testing charges parameter wise
16.0(General)	-	1000	Testing charges parameter wise
16.1(General)	-	1000	Testing charges parameter wise
16.2(Leakage Current (after Clause 15))	-	5000	Testing charges parameter wise
16.3(Electric Strength (after clause 15 and 16.2))	-	6000	Testing charges parameter wise
17(Over Load Protection of Transformers and associated circuits)	-	6000	Testing charges parameter wise
18(Endurance Test requirements and tests)	-	1000	Testing charges parameter wise
19(Abnormal Operation)	-	8000	Testing charges parameter wise
20(Stability test)	-	2000	Testing charges parameter wise
21(Mechanical Strength Test)	-	5000	Testing charges parameter wise
22(Construction verification related test)	-	8000	Testing charges parameter wise
23(General)	-	2500	Testing charges parameter wise
24(Components)	-	2000	Testing charges parameter wise
25(Supply connection and external flexible cords)	-	7000	Testing charges parameter wise
26(Terminals for external conductors)	-	3000	Testing charges parameter wise
27(Provision for earthing)	-	3000	Testing charges parameter wise
28(Screw test and connections)	-	5000	Testing charges parameter wise
29(clearance, creepage distances and solid insulation)	-	9000	Testing charges parameter wise
30.1(Ball pressure test)	-	3000	Testing charges parameter wise
30.2(Glow Wire Test)	-	3000	Testing charges parameter wise
30.2(Needle Flame Test)	-	3000	Testing charges parameter wise
31(Resistance to Rusting)	-	2000	Testing charges parameter wise
32(Radiation Toxicity and Similar Hazards)	-	2000	Testing charges parameter wise

Complete

IS 6240 (2008)

Hot rolled steel plate (Up To 6 Mm) sheet and strip for the manufacture of low pressure liquefiable gas cylinders (Fourth Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(UTM)	-	3000	Tensile
Cl 8(Press)	-	1000	Bend
Cl 9(Strainage Embrittlement)	-	5000	Strainage Embrrittlement
Cl 10(Erichsen Cupping)	-	3000	Cupping
Cl 13(Length, Width & Thickness)	-	1000	Dimension
6.1(Carbon %)	-	500	Carbon
6.1(Manganese %)	-	500	Manganese
6.1(Phosphorus %)	-	500	Phosphorous
6.1(Sulphur %)	-	500	Sulphur
6.1(Silicon %)	-	500	Silicon
6.1( Aluminium %)	-	500	Aluminium
6.1(Nitrogen%)	-	1500	Nitrogen
Cl. 13(Out of square)	-	1000	Dimension
Cl. 13(Flatness)	-	1000	Dimension
Cl. 13(Camber)	-	1000	Dimension
Cl. 13(Width)	-	1000	Dimension
Cl. 13(Thickness)	-	1000	Dimension
Cl. 12(Freedom from defects)	-	1000	Freedom from Defect
Cl. 7.2 Table 3(Elongation)	-	3000	Elongation
Cl. 7.2 Table 3(Yield Stress)	-	3000	Elongation

Complete

IS 13488 (2008)

Irrigation equipment - Emitting pipe systems - Specification (First Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant)	-	1500	OK
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density)	-	1000	OK
5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989)	-	1500	OK
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989)	-	1000	OK
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963)	-	1500	OK
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes)	-	5000	OK
8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes)	-	5000	OK
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	5000	OK
8.2.1(Unregu/Qt~d Emining Pipe)	-	5000	OK
8.2.2(Regulated Emitting Pipes)	-	5000	OK
8.3.1(Wall Thickness ofEmitting Pipe)	-	1000	OK
8.3.2(Inside Diameter ofEmitting Pipe)	-	1000	OK
8.3.3(Flow Paths in Emitting Unit)	-	1000	OK
8.3.4(Spacing ofEmitter Units)	-	1000	OK
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature)	-	5000	OK
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature)	-	5000	OK
8.5(Resistance to Tension at Elevated Temperature)	-	5000	OK
8.5(Resistance to Tension at Elevated Temperature)	-	5000	OK
8.5(Resistance to Tension at Elevated Temperature)	-	5000	OK
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting IS 13479)	-	2000	OK
8.7.1(Resistance of PE Emitting Pipe to Environmental Stress Cracking -Acceptance Test Annex D of IS 12786)	-	5000	OK
8.7.2(Resistance of PE Emitting Pipe to Environmental Stress Cracking - Type Test Annex D of IS 12786)	-	5000	OK
8.8(Determination of Emitting Unit Exponent)	-	3000	OK

Complete

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