BIS - LIMS (Laboratory Information Management System)

Kailtech Test and Research Centre Pvt. Ltd.

141C, Electronic Complex Industrial Area, Indore, Indore, Madhya Pradesh, 452010

- [email protected]

Scope List

Reset

114 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 17425 (2020)

Irrigation Equipment - Quick Coupled Polyethylene Pipes and Fittings for Sprinkler Irrigation Systems - Specification

32000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Dimensions of pipe - i) Outside diameter)	-	100	OK
5(Dimensions of pipe - ii) Wall thickness minimum)	-	100	OK
6(Visual Appearance)	-	100	OK
7.1(Hydraulic Characteristics - Quality test)	-	1000	OK
7.1(Hydraulic Characteristics - Acceptance test)	-	2500	OK
7.2(Reversion Test)	-	1500	OK
7.3(Tensile Test- i) Tensile Strength)	-	1000	OK
7.3(Tensile Test - ii)Elongation at Break)	-	1000	OK
7.4(Fusion Compatibility Test- a) Quality test)	-	1000	OK
7.4(Fusion Compatibility Test- b) Acceptance test)	-	2500	OK
7.5(Density)	-	1500	OK
7.6(Melt Flow Rate)	-	1500	OK
4.2(Carbon black- a)carbon content)	-	1000	OK
4.2(Carbon black- b) Dispersion of carbon black)	-	1000	OK
7.1 Table -2(Hydraulic Characteristics)	-	10000	OK
6.1(VISUAL APPEARANCE)	-	100	OK
5.1 table -1(DIMENSIONS OF PIPES)	-	1000	OK
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’)	-	1500	OK
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.)	-	1000	OK
4.1.3(Workmanship and appearance)	-	100	OK
4.1.4(Holding attachments for coupler parts)	-	3500	OK
4.1.5(Rubber rings- A)Shore hardness (Shore-A))	-	1000	OK
4.1.5(Rubber rings- B) Change in hardness)	-	3000	OK
4.1.5(Rubber rings- C)Rubber ring shall be of black colour:)	-	100	OK
6.1.3(Weldability Test- a) Quality test)	-	1000	OK
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content)	-	100	OK
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content)	-	100	OK
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content)	-	100	OK
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content)	-	100	OK
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Killed(Aluminium Content)	-	100	OK
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Si-Killed(Silicon Content)	-	100	OK
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	1500	OK
4.1.4(a)(Holding Attachments for Coupler Parts)	-	1000	OK
6.1.1, 6.1.1.1(Leakage Test)	-	1000	OK
6.1.2, 6.1.2.1(Hydraulic Proof Test)	-	1000	OK
5.2(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	1000	OK
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Copper Content)	-	250	OK
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Silicon Content)	-	250	OK
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Iron Content)	-	250	OK
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Magnesium Content)	-	250	OK
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Manganese Content)	-	250	OK
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Nickel Content)	-	250	OK
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Zinc Content)	-	250	OK
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Lead Content)	-	250	OK
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Titanium Content)	-	250	OK
7.2.1(Visual and Workmanship Requirement)	-	100	OK

Complete

18 Dec, 2021

-
-

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

All

20000 View breakup
-

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

18 Dec, 2021

-
-

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

Upto 315 mm

17000 View breakup
-

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	-
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))	-	5000	Hydrostatic Pressure Test (Type Test)
10.3(Effect on Water Test)	-	5000	Effect on Water Test Our NABL accreditation has been renewed wef 11.9.2021. However the Certificate and Enclosure has not been received as yet. Hence we have not written the Page No. and Serial Number. This shall be updated as soon as received.
7.2.1.1 Table3(Angle of taper (Note-1))	-	500	ok

Complete

18 Dec, 2021

-
-

IS 13620 (1993)

Fusion Bonded Epoxy Coated Reinforcing Bars -

35000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 7.3(Adhesion )	-	7500		Adhesion of Coating
Cl 3 & Annex A(Coating Materials)	-	15000		Bond Strength and Impact Test

Complete

18 Dec, 2021

-
-

IS 16333 : Part 3 (2017)

Mobile phone handsets: Part 3 indian language support for mobile phone handsets - Specific requirements (First Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
5.1(Inputting of text)	-	7500		-
5.2(Message Readability)	-	7500		-

Complete

18 Dec, 2021

-
-

IS 5872 (1990)

Cold rolled steel strips (Box Strappings) - Specification

All

18000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 6(UTM)	-	5000	Tensile Test
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

Complete

18 Dec, 2021

-
-

IS 513 : Part 2 (2016)

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

All

18000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(UTM)	-	5000	Tensile Test
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

18 Dec, 2021

-
-

IS 8887 (2018)

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

15000 View breakup
-

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

18 Dec, 2021

-
-

IS 12701 (1996)

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

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	2000	Complete Testing Charges -- Upto 1000 ltr—13500, 1000 to 3000 ltrs—18500, More than 3000 ltrs--30000
4.2.3(Carbon Dispersion Test)	-	2000	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
5.1 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

18 Dec, 2021

-
-

IS 4985 (2000)

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

up to 315 mm

16500 View breakup
-

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	pk
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

Complete

18 Dec, 2021

-
-

IS 1239 : Part 1 (2004)

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

All

15000 View breakup
-

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

Complete

18 Dec, 2021

-
-

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
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	1000	OK
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	500	OK
6.3.1 Annex B(Chloride content)	-	1500	OK

Complete

18 Dec, 2021

-
-

IS 14151 : Part 2 (2008)

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

32000 View breakup
-

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

18 Dec, 2021

-
-

IS 2062 (2011)

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

All

12000 View breakup
-

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

18 Dec, 2021

-
-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

All

15000 View breakup
-

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

18 Dec, 2021

-
-

IS 455 (2015)

Portland slag cement - Specification

All

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	Alkali content
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	1500	Chloride content
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	1000	Loss on ignition
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	1000	Sulphide sulphur
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	1000	Total Sulphur Content calculated as Sulphuric Anhydride
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	1000	Magnesia
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	1000	Insoluble residue
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	5000	Transverse strength All ages
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	3000	Compressive Strength All Ages
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	3000	Compressive Strength All Ages
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	3000	Compressive Strength All Ages
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	3000	Compressive Strength All Ages
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	2000	Setting Time Initial and Final
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	1500	Soundness, Le-Chate1ier expansion
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	1500	Soundness, Autoclave expansion
7 Table 1 i(Fineness IS 4031(Part 2))	-	1500	Fineness

Complete

18 Dec, 2021

-
-

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

All

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

18 Dec, 2021

-
-

IS 513 : Part 1 (2016)

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

All

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

18 Dec, 2021

-
-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

Up to 315

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
8.1(Slow Crack Growth Rate)	-	10000	ok

Complete

18 Dec, 2021

-
-

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

18 Dec, 2021

-
-

IS 4270 (2001)

Steel tubes used for water wells specification (Third Revision)

- View breakup
For BIS Samples: 1.5 times of BIS Testing Charges. For Others: Rs.12,000/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
No Record Found

Complete

18 Dec, 2021

-
-

IS 6603 (2001)

Stainless steel bars and flats - Specification (First Revision)

All

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

18 Dec, 2021

-
-

IS 12592 (2002)

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

All

18500 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. 5.2, Table 1(Grade Designation)	-	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

18 Dec, 2021

-
-

IS 12894 (2002)

Pulverized fuel ash - Lime bricks - Specification

All

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

18 Dec, 2021

-
-

IS 2645 (2003)

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

15000 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 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
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

Complete

18 Dec, 2021

-
-

IS 1239 : Part 1 (2004)

Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision)

All

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Outer Diameter, Thickness & Mass)	-	500	Diemensions
Cl 10.1(Manufacturing )	-	500	Dimension
Cl 14(Tensile Test, Flattening Test & Bend Test)	-	10500	Tensile Test, Flattening Test & Bend Test
Cl 15(Workmanship)	-	500	Workmanship
Cl 12(Workmanship)	-	7500	Galvanising

Complete

18 Dec, 2021

-
-

IS 10748 (2004)

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

All

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

18 Dec, 2021

-
-

IS 2185 : Part 1 (2005)

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

All

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

18 Dec, 2021

-
-

IS 280 (2006)

Mild steel wire for general engineering purposes (Fourth Revision)

All

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

18 Dec, 2021

-
-

IS 3601 (2006)

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

All

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

18 Dec, 2021

-
-

1
2
3
Next
Last

Bureau of Indian Standards

The National Standards Body of India

Kailtech Test and Research Centre Pvt. Ltd.

141C, Electronic Complex Industrial Area, Indore, Indore, Madhya Pradesh, 452010

- [email protected]

Scope List

No Record Found