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15361 Results

S.No.

Lab Name

Osl Code

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

11011

PIONEER TESTING LABORATORY PRIVATE LIMITED

8176806

IS 2191 : Part 2 (1983)

Specification for wooden flush door shutiers (Cellular And Hollow Core Type): Part 2 particle board and hardboard pace panels

All Type

20600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 3 (Table-2)(Size- Height)	-	300	-
Cl. 3 (Table-2)(Size- Width)	-	300	-
Cl. 3.2 (Nominal thickness of shutters)	-	300	-
Cl. 7(WORKMANSHIP AND FINISH)	-	500	-
Cl. 8.1(End immersion Test)	-	1500	-
Cl. 8.2(Knife Test)	-	1000	-
Cl. 8.3(Adhesion Test)	-	1200	-
Cl. 6.1(Locks)	-	0	-
Cl. 6(FITTINGS)	-	0	-
Cl. 5.2(Face Panel)	-	0	-
Cl. 5(CONSTRUCTION)	-	0	-
Cl. 4.4(Adhesive)	-	0	-
Cl. 4.3(fibre Hardboard)	-	0	-
Cl. 4.2(Particle Board)	-	0	-
Cl. 4.1(Timber)	-	0	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

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11012

PIONEER TESTING LABORATORY PRIVATE LIMITED

8176806

IS 2191 : Part 1 (1983)

Specification for wooden flush door shuiters (Cellular And Hollow Core Type): Part 1 plywood face panels (Fourth Revision)

All Type

20600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4 (Table-2)(Size- Height)	-	300	-
Cl. 4 (Table-2)(Size- Width)	-	300	-
Cl. 4.2 (Nominal thickness of shutters)	-	300	-
Cl. 5.1(Timber)	-	0	-
Cl. 8(WORKMANSHIP AND FINISH)	-	500	-
Cl. 9.1(End immersion Test)	-	1500	-
Cl. 9.2(Knife Test)	-	1000	-
Cl. 9.3(Adhesion Test)	-	1200	-
Cl. 7.1(Locks)	-	200	-
Cl. 7(FITTINGS)	-	200	-
Cl. 6.9(Venetian)	-	200	-
Cl. 6.8(Opening for Glazing)	-	200	-
Cl. 6.7(Rebating)	-	200	-
Cl. 6.6(Lipping)	-	200	-
Cl. 6.5(Face Panel)	-	200	-
Cl. 6.4(Levelling)	-	200	-
Cl. 6.3(Stiles and Rails)	-	200	-
Cl. 6.2(Hollow Core)	-	200	-
Cl. 6.1(Cellular Core)	-	200	-
Cl. 6(CONSTRUCTION)	-	200	-
Cl. 5.7(Particle Board)	-	0	-
Cl. 5.6(Adhesive)	-	0	-
Cl. 5.4(Face Veneers)	-	0	-
Cl. 5.3(Cross-Bands)	-	0	-
Cl. 5.2(Plywood)	-	0	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

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11013

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

BWP/MR, DEC/COM,12-50 MM THICK

6000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.3(Dimensional Requirements - Length - 8.1.4)	-	6000	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	6000	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	6000	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	6000	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	6000	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	6000	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	6000	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	6000	-
9.2.6(Spot test - Annexure L)	-	6000	-

30 Mar, 2027

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11014

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 1328 (1996)

Veneered Decorative Plywood -Specification

TYPE 1 TYPE 2 MR/BWR

4500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Dimensions & Tolerances - Length - Cl. 8)	-	4500	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	4500	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	4500	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	4500	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	4500	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	4500	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	4500	-

30 Mar, 2027

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11015

International Testing Centre, MSME Technology Development Centre, Meerut

8177804

IS 3976 (2003)

Protective Rubber Canvas Boots for Miners

16200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Design)	-	300	-
5.1.1(Fittings)	-	300	-
5.2.1.2(Tear strength)	-	500	-
5.2.1.3(Composite upper material)	-	500	-
5.2.1.4(Water vapour permeability and coefficient)	-	1000	-
5.2.2(Tear strength)	-	500	-
5.2.2.1(Abrasion resistance)	-	800	-
5.2.1.5(Abrasion resistance)	-	800	-
5.2.3 - 1 - (i)(Width in mm)	-	300	-
5.2.3 - 1 - (ii)(Breaking load in N, Min (50 cm grip length test specimen))	-	500	-
5.2.3.1(Cotton black binding material)	-	500	-
5.2.5.2 - 2 - (i)(Hardness (IRHD))	-	300	-
5.2.5.2 - 2 - (ii)(Change in hardness after accelerated ageing at 100 ± 2)	-	500	-
5.2.5.4 - 3(Thickness of compact sole heel)	-	300	-
5.2.6 - 4 -(i)(Sewing thread for body)	-	300	-
5.2.6 - 4 -(ii)(Sewing thread for piping/binding)	-	300	-
5.2.8.2(Minimum breaking loa)	-	500	-
5.2.8.3(Cotton lace of black colour)	-	300	-
5.5(Mass)	-	300	-
5.6(Height of Upper)	-	300	-
5.7(Performance Test)	-	500	-
5.8(Upper/Outsole Bond Strength)	-	500	-
5.9(Sole Interlayer Bond Strength)	-	500	-
5.10(Consolidation Test)	-	300	-
5.11(Compression Resistance)	-	500	-
5.12(Internal Length of Toe Cap)	-	500	-
5.13(Energy Absorption Test)	-	500	-
6.1(Abrasion Resistance of Compact Outsole)	-	800	-
6.4(Resistance to Hot Contact — Sole Heel)	-	500	-
6.5(Hydrolysis)	-	800	-
6.2(Flexing Resistance of Compact Outsole)	-	800	-
6.3(Tear Strength of Compact Outsole)	-	500	-
7.1(Resistance to Fuel)	-	500	-
7.2(Resistance to Electricity)	-	500	-
8 - 6 - (i)(Coupled amines released from azo-dyes)	-	4500	-
8 - 6 - (iii)(pH value of aqueous extract)	-	500	-
8 - 6 - (ii)(Free sulphur)	-	500	-
8 - 6 - (iv)(Lead content, ppm)	-	1000	-

15 Apr, 2027

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11016

International Testing Centre, MSME Technology Development Centre, Meerut

8177804

IS 15298 : part 4 (2017)

Personal protective equipment: Part 4 occupational footwear (Second Revision)

55300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.2.1(General)	-	300	-
5.2.2.2(Height of upper)	-	300	-
5.2.2.3(Seat region)	-	300	-
5.3.2.1(Construction)	-	300	-
5.3.1.2(Upper/outsole bond strength)	-	500	-
5.3.2.2(Leakproofness)	-	500	-
5.3.2.3(Specific ergonomic features )	-	500	-
5.3.4.1(Slip resistance)	-	1500	-
5.3.4.2(Slip resistance on ceramic tile floor with sodium lauryl sulphate (SLS) solution)	-	1500	-
5.3.4.3(Slip resistance on steel floor with glycerine )	-	1500	-
5.3.4.4(Slip resistance on ceramic tile floor with SLS and on steel floor with glycerine )	-	1500	-
5.3.2.5(Innocuousness )	-	35000	-
5.4.2.1(Upper)	-	500	-
5.4.2.2(Thickness )	-	300	-
5.4.2.3(Tear strenth)	-	500	-
5.4.2.4(Tensile properties)	-	500	-
5.4.2.5(Flexing resistance )	-	800	-
5.4.2.6(Water vapour permeability and coefficient )	-	800	-
5.4.2.7(pH value )	-	300	-
5.4.2.8(Hydrolysis)	-	800	-
5.4.2.9(Chromium VI content )	-	1000	-
5.5.2.1(Tear strength )	-	500	-
5.5.2.2(Abrasion resistance )	-	800	-
5.5.2.3(Water vapour permeability and coefficient )	-	800	-
5.5.2.4(pH value )	-	300	-
5.5.2.5(Chromium VI content )	-	800	-
5.6.2.1(Tear strength )	-	500	-
5.6.2.2(pH value )	-	300	-
5.6.2.3(Chromium VI content )	-	800	-
5.7.2.1(Insole and insock )	-	500	-
5.7.2.3(Water absorption and desorption )	-	800	-
5.7.4.1(Abrasion resistance )	-	500	-
5.7.4.2(Abrasion resistance )	-	500	-
5.7.2.5(Chromium VI content )	-	800	-
5.8.1.1(Thickness )	-	300	-
5.8.1.2(Cleated area )	-	300	-
5.8.1.3(Cleat height)	-	300	-
5.8.2.2(Tear strength )	-	500	-
5.8.2.3(Abrasion resistance )	-	500	-
5.8.2.4(Flexing resistance )	-	500	-
5.8.2.5(Hydrolysis )	-	800	-
5.8.2.6(Interlayer bond strength )	-	500	-
6.2.1.1(Metallic anti-penetration insert )	-	500	-
6.2.1.1.2(Non-metallic anti-penetration insert used as an insole)	-	500	-
6.2.1.2(Construction)	-	500	-
6.2.1.3(Dimensions )	-	300	-
6.2.1.4(Flex resistance of penetration-resistant inserts )	-	500	-
6.2.2.1(Conductive footwear)	-	500	-
6.2.1.5.1(Corrosion resistance of penetration-resistant metallic inserts)	-	500	-
6.2.2.2(Antistatic footwear)	-	500	-
6.2.2.3(Electrically insulating footwear )	-	500	-
6.2.3.1(Heat insulation of sole complex )	-	800	-
6.2.3.2(Cold insulation of sole complex)	-	800	-
6.2.2.4(Energy absorption of seat region )	-	500	-
6.2.2.5(Water resistance )	-	500	-
6.2.2.6(Ankle protection)	-	500	-
6.2.7.1(Cut resistance foot wear)	-	800	-
6.2.7.2(Cut resistance foot wear)	-	800	-
6.2.7.3(Resistance to cutting)	-	500	-
6.2.7.4(Pentration resistance)	-	500	-
6.4.2.1(Resistance to hot contact)	-	800	-
6.4.2.2(Resistance to fuel oil)	-	500	-
Table 1(CLASS I)	-	300	-
Table 1(CLASS II)	-	300	-
5.6(Tongue )	-	300	-
5.7.2.2(Insole and insock )	-	500	-
6.3.2.2(Upper- water penetration)	-	500	-
6.2.1.5.2(Penetration-resistant non-metallic inserts)	-	500	-
7(a)(Marking)	-	300	-
7(b)(Marking)	-	300	-
7(c)(Marking)	-	300	-
7(d)(Marking)	-	300	-
7(e)(Marking)	-	300	-
7(e)(Marking)	-	300	-

15 Apr, 2027

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11017

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 14333 (2022)

Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent ï¿½ Specification (First Revision)

PN 2-PN 20, DN 63-500

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.3(Carbon black particle size - Any Method)	-	8000	-
7.1(Visual Appearance- IS 14333-2022)	-	8000	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	8000	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	8000	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	8000	-
7.2(Length- IS 14333-2022)	-	8000	-
7.3(Coiling- IS 14333-2022)	-	8000	-
6.2(Colour- IS 14333-2022)	-	8000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	8000	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	8000	-
8.3(Carbon black content- IS 2530-1963)	-	8000	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	8000	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	8000	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	8000	-
8.6(Density-IS 7328:2020)	-	8000	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	8000	-
8.8,T5("Tensile - IS 4984-2016 (Annexure-H)")	-	8000	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	8000	-
8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J))	-	8000	-
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	8000	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	8000	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	8000	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	8000	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	8000	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	8000	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	8000	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	8000	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	8000	-
5.2.1.1, T2(Compound ash content - Any Method)	-	8000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	8000	-
5.3(Density of Higher olefin - IS 7328:2020)	-	8000	-
5.3(Olefin Constituents- 14333-2022)	-	8000	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	8000	-
5.3(Ash content- Any Method)	-	8000	-
5.3(Toluene extract - Any Method)	-	8000	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	8000	-
5.4(Antioxidant - Any Method)	-	8000	-
6(Pipe Description - IS 14333-2022)	-	8000	-

30 Mar, 2027

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11018

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 15833 (2009)

Stainless Steel Tower Bolts -specification

SIZE 100-300 MM AS PER TABLE 1

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 4.2(Carbon Content)	-	5000	-
Clause 4.2(Silicon)	-	5000	-
Clause 4.2(Manganese)	-	5000	-
Clause 4.2(nickel)	-	5000	-
Clause 4.2(Chromium)	-	5000	-
Clause 4.2(Sulphur)	-	5000	-
Clause 4.2(Phosphorus)	-	5000	-
Cl 6(DIMENSIONS)	-	5000	RAW MATERIAL TESTING CHARGES EXTRA AS PER RELEVANT IS FOR CHEM. COMPOSITION

30 Mar, 2027

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11019

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 15328 (2003)

Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems -

110mm to 250mm

14750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1,6.1.1 IS 12235 (Part 1) Table 1(Dimension of Pipes: Mean outside Diameter, dem)	-	14750	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	14750	-
6.1.2 IS 4985 Table 2(Wall Thickness, e )	-	14750	-
6.1.3 (Length of Pipe)	-	14750	-
6.1.4, Table 3(Dimensions of integral sockets and spigot ends :- a) Elastomeric Sealing Ringsockets and spigot ends i)Meean inside dia. Of socket, dsm)	-	14750	-
6.1.4, Table 3(ii) Min. depth of engagement, A. )	-	14750	-
6.1.4 Table 3(iii) Depth of sealing Zone C )	-	14750	-
6.1.4, Table 3(iv) Length of spigot, l1)	-	14750	-
6.1.4, Table 3(v) Chamfer length, H : Approx.)	-	14750	-
6.1.4.1 (wall thickness of sockets e2 min=0.9e )	-	14750	-
6.1.4.1 (e3min=0.75e)	-	14750	-
6.1.4, Table 4(b) Solvent Cement Joint sockets and spigot ends i) Mean inside dia. Of socket, dsm)	-	14750	-
6.1.4, Table 4(ii) Length of Solvent Cement socket, l2 )	-	14750	-
6.1.4, Table 4(iii) Length of spigot, l1, 100 mm Min.)	-	14750	-
6.1.4, Table 4(iv) Chamfer length, H, 7 mm Approx.)	-	14750	-
7(Physical characteristics )	-	14750	-
7.1(Appearance:- )	-	14750	-
7.2(Colour )	-	14750	-
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	14750	-
7.4 IS 1223S ( Part 5)(Longitudinal Reversion: When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent. The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.)	-	14750	-
8.1 Annex B(Resistance to External Blows at 0ºC: When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.)	-	14750	-
8.2 Annex C Table 5(Ring Stiffness: When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5)	-	14750	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(Resistance to internal Hydrostatic Pressure(Type Test) a) Acceptance Test:(1h at 27 0 C) )	-	14750	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	14750	-
9 9.1, IS 5382(JOINTS:- a) Elastomeric Sealing Rings)	-	14750	-
9.2 IS 14182(b) Solvent cement)	-	14750	-
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	14750	-
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	14750	-
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	14750	-
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	14750	-
'7.5 (amdt.7)(Effect on Water (Type test))	-	14750	-
5.3(Qualitative)	-	14750	-
7.1(Appearance:- )	-	14750	-
8(MECHANICAL CHARACTERISTICS)	-	0	-
10(Performance requirements)	-	0	-
12(Marking)	-	0	-
5,5.2(Composition of the material The material shall contain a minimum of 0.3 percent of rutile grade titanium dioxide.)	-	0	-

30 Mar, 2027

-
-

11020

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 14587 (1998)

Prelaminated Medium Density Fibre Board -specification

GRADE

16500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Dimensions and tolerances)	-	16500	-
10.2, Table-1(Test for Density)	-	16500	-
10.4, Table-1(Test for Water Absorption)	-	16500	-
10.5(test for swelling in water)	-	16500	-
10.6(test for modulis of rupture)	-	16500	-
10.8(Test for tensile strength perpendicular to Surface after ageing )	-	16500	-
10.7(Test for tensile strength perpendicular to Surface)	-	16500	-
10.9(test screw withdrawal strength)	-	16500	-
10.1(test for surface abrasion resistance)	-	16500	-
10.11(test for resistance to steam)	-	16500	-
10.13(test for resistance to cigarette burn)	-	16500	-
10.14(test for resistance to stain)	-	16500	-
10.12(test for resistance to crack)	-	16500	-

30 Mar, 2027

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11021

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 13801 (2013)

Chequered Cement Concrete Tiles -

General Purpose Tiles AND Heavy duty Tiles

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1200	-
8.3(Thickness of wearing layer)	-	1000	-
Cl 11(Finish)	-	1000	-
Cl 12.1(Concavity & Convexity )	-	1000	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	1000	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.5(Wet transverse strength)	-	1000	-
Cl 12.6(Resistance to wear)	-	1000	-

30 Mar, 2027

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11022

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 13592 (2013)

Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System

SIZE UPTO 63-160 DN TYPE A TYPE B

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7.1(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6))	-	13000	-
Cl.7.1(Outside Diameter at any point (Take 8 reading reported minimum, maximum))	-	13000	-
Cl.7.1(Wall thickness "minimum,maximum" (Take 8 reading))	-	13000	-
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or 6 metres either plain or with socket for solvent cementing/grooved socket. Tolerances on specified length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent cementing/grooved socket shall be as given in Fig. 1.)	-	13000	-
Cl.7.3.1(Minimum wall thickness of socket on pipes shall be as given in Table 2 read with Fig. 2 and Fig. 3.)	-	13000	-
Cl.7.3.2(Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-	13000	-
Cl.8.1(The internal and external surface of the pipes shall be smooth and clean, and free from grooving and other defects. The end shall be clearly cut and shall be square with the axis of the pipe. The end may be chamfered on the plain side.)	-	13000	-
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	13000	-
Cl8.3(This test shall be carried out for socket end pipes only. When tested by the method described in IS 12235 (Part 6), the test specimens shall not show blisters, excessive delamination or cracking or signs of weld line splitting.)	-	13000	-
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	13000	-
Cl.8.5(After the required period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show difference of more than 20 percent of their initial tensile strengths)	-	13000	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	13000	-
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than 10 percent. Mass of striker and height of fall shall be as per Annex A.)	-	13000	-
Cl.10.2(When determined in accordance with the method described in IS 12235 (Part 13), the tensile strength at break shall not be less than 45 MPa.)	-	13000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	13000	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	13000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	13000	-
8.6(Effect on Water Test)	-	13000	-
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	13000	-
Cl6.3(The composition shall be based on PVC resin having a K-value of 64 or greater when tested in accordance with IS 4669)	-	13000	-
14(Marking)	-	13000	-

30 Mar, 2027

-
Scope restricted upto 250 mm

11023

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 12701 (1996)

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

200-7500 LTRS

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	13000	-
4.2.3(Carbon Dispersion Test)	-	13000	-
5(Types and Features )	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	13000	-
5.3(Types and Features )	-	13000	-
5.6(Types and Features )	-	13000	-
6.1(Finish)	-	13000	-
7.1.1(Resistance to Deformation)	-	13000	-
7.1.2(Resistance to Deformation)	-	13000	-
7.2(Resistance to Impact)	-	13000	-
7.3(Test for Top Load Resistance)	-	13000	-
7.4(Tensile Strength)	-	13000	-
7.5(Flexural Modulus)	-	13000	-
7.6(overall Migration)	-	13000	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	13000	-
9.2(Man-Hole and Hand-Hole Lids)	-	13000	-
9.1(Lid Thickness)	-	13000	-
7.3(Test for Top Load Resistance)	-	13000	-
6.1(Finish)	-	13000	-
5.4(Wall Thickness above effective height)	-	13000	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	13000	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	13000	-
4.2.1(Density)	-	13000	-
4.2.2(MFI)	-	13000	-
7.6(overall Migration)	-	13000	-
4.1(MATERIALS)	-	13000	-
4.2.2(MFR)	-	13000	-
4.2.1(Density)	-	13000	-
5.4(Wall Thickness)	-	13000	-
10(MARKING)	-	13000	-
Cl-7.6(Overall Migration)	-	13000	-
9.1(Man-Hole and Hand-Hole Lids)	-	13000	-

30 Mar, 2027

-
Scope restricted upto 5000 Liter water capacity

11024

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 12592 (2002)

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

GRADE DESIGNATION LD,MD,HD,EHD, DIM AS PER TABLE 1

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Grade)	-	7800	-
3(Type/Shape of Cover)	-	7800	-
4.4(Reinforcement)	-	7800	-
5.2 and Table 1(Dimensions of Frame - A)	-	7800	-
5.2 and Table 1(Dimensions of Frame - B)	-	7800	-
5.2 and Table 1(Dimensions of Frame - C)	-	7800	-
5.2 and Table 1(Dimensions of Frame - D)	-	7800	-
5.2 and Table 1(Dimensions of Frame - E)	-	7800	-
5.2 and Table 1(Dimensions of Frame - F)	-	7800	-
5.2(Clearance at top between the frame and the cover all round the periphery)	-	7800	-
5.2 and Fig 1(Clear cover to reinforcement)	-	7800	-
9.3 and Table and Annex C(Load Test)	-	7800	-

30 Mar, 2027

-
-

11025

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 12406 (2021)

Medium density fibre boards for general purpose - Specification

GRADE 1/2

12750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 5.2, 9 and 10.2.2(Density)	-	12750	-
8(DIMENSIONS AND TOLERANCES)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	12750	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	12750	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Density)	-	12750	-
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	12750	-

30 Mar, 2027

-
Excluding Table-3 (xii) Steady-State Formaldehyde Emission

11026

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 7887 (1992)

Mild steel wire rod for general engineering purposes - Specification (First Revision)

GRADE AS PER TABLE 1, SIZE DIA 3-30 MM

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Freedom from defects)	-	6000	-
Cl 9(Nominal Diameter & Out Of Shape)	-	6000	-
6.1(Carbon %)	-	6000	-
6.1(Manganese %)	-	6000	-
6.1(Phosphorus %)	-	6000	-
6.1(Sulphur %)	-	6000	-
6.1(Silicon %)	-	6000	-
6.1( Aluminium %)	-	6000	-
Table 1 Note 3(Copper)	-	6000	-

30 Mar, 2027

-
Excluding Copper in Chemical Composition

11027

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 5509 (2000)

Fire retardant plywood - Specification (Second Revision)

TYPE 1-6 THICKNESS 3-25 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9(Workmanship and finish)	-	10000	-
12.2(Moisture content )	-	10000	-
12.3.1(Flammability )	-	10000	-
12.3.2(Flame Penetration )	-	10000	-
12.2.3(Rate of burning )	-	10000	-
12(Test Requirements )	-	10000	-
12.4(Static Bending Strength as per BWR grade of IS 303 :)	-	10000	-

30 Mar, 2027

-
-

11028

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

TYPE 1/2/3 THICKNESS 4-40MM

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2(DIMENSIONS & TOLERANCES )	-	12500	-
8.1(WORKMANSHIP AND FINISH )	-	12500	-
10.1.1(MOISTURE CONTENT)	-	12500	-
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE)	-	12500	-
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST)	-	12500	-
10.1.5(MYCOLOGICAL TEST )	-	12500	-
10.1.6(TENSILE STRENGTH)	-	12500	-
10.1.7 (Table-2)(STATIC BENDING STRENGTH)	-	12500	-
10.1.8 (Table-3)(WET BENDING STRENGTH)	-	12500	-
10.1.9(RETENTION OF PRESERVATIVE)	-	12500	-

30 Mar, 2027

-
-

11029

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 4923 (2017)

Hollow steel sections for structural use - Specification (Third Revision)

GRADE YST 210,240,310,355 & UPTO 400 MM SIZE

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 10.2, Fig 1(Outside dimension (B))	-	5000	-
Cl. 10.2, Fig 1(Outside dimension (H))	-	5000	-
Cl. 10.2, Fig 1(Outside dimension (T))	-	5000	-
Cl. 10.6, Fig 4(External Corner Radius)	-	5000	-
Cl. 10.5, Fig 3(Squareness of side)	-	5000	-
Cl. 10.4, Fig 2(Concavity, X1)	-	5000	-
Cl. 10.4, Fig 2(Convexity, X2)	-	5000	-
Cl. 15.2, Table 3(Tensile Strength- IS 1608)	-	5000	-
Cl. 15.2, Table 3(Yield Strength- IS 1608)	-	5000	-
Cl. 15.2, Table 3(Elongation- IS 1608)	-	5000	-
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	5000	-

30 Mar, 2027

-
-

11030

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 7834 : Part 1 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements

16 MM-315 MM

4500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	4500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	4500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	4500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	4500	-
Cl. 6.1(Stress Relief Test- Appendix A)	-	4500	-
Cl. 6.2(Opacity- Appendix B)	-	4500	-
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	4500	-
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	4500	-
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	4500	-
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	4500	-
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	4500	-
6.1.1(VCM Content Test)	-	4500	-
3(Size of Fitting -)	-	4500	-
5(Socket dimensions)	-	4500	-
6.1(Stress Relief Test)	-	4500	-
6.2(Opacity)	-	4500	-
6.3(Effect on Water)	-	4500	-
6.4(Short-Term Hydraulic Test)	-	4500	-
7.2(Production Routine Tests)	-	4500	-
4(Minimum thickness)	-	4500	-

30 Mar, 2027

-
Scope restricted upto 250 mm

11031

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 1341 (2018)

Steel Butt Hinges - Specification (Sixth Revision)

TYPES AS PER CL SIZE 15 MM -100 MM

1700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 Tables 2 to 9 (2)(Size of Hinge)	-	1700	-
6.2.1(Knuckles)	-	1700	-
6.4(Screw Holes)	-	1700	-
6.4.2.1(Position of Holes)	-	1700	-
TABLE-1 (Clause-4)(SULPHUR)	-	1700	-
TABLE-1 (Clause-4)( CARBON)	-	1700	-
TABLE-1 (Clause-4)(PHOSPHURS)	-	1700	-
TABLE-1 (Clause-4)(MANGANESE)	-	1700	-
TABLE-1 (Clause-4)(SILICON)	-	1700	-

30 Mar, 2027

-
-

11032

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 1239 : Part 1 (2004)

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

15 -150 MM, LIGHT MED, HEAVEY, PLAIN AND SCCREWED ENDS

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Outer Diameter, Thickness & Mass)	-	6000	-
Cl 12(Workmanship)	-	6000	-
Cl. 11(Length)	-	6000	-
10.1(Thared Joints(IS:554))	-	6000	-
12.2(Galvanizing)	-	6000	-
13.0(Leak Proof Test)	-	6000	-
Clause - 6.1.1, Table-1(SULPHUR)	-	6000	-
7, 6.1.1(PHOSPHURS)	-	6000	-
7, 6.1.1(CARBON)	-	6000	-
7, 6.1.1(MANGANESE)	-	6000	-

30 Mar, 2027

-
-

11033

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

15 -350NB, GRADE YST 210-355

4500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Workmanship)	-	4500	-
Cl 6(Outer Diameter, Thickness & Mass)	-	4500	-
9(Straightness)	-	4500	-
Cl 11.3.1(Flattening test (over 50 mm NB))	-	4500	-
8.0(Mass of Zinc coating - IS:6745)	-	4500	-
Clause - 5.1, Table-3( CARBON)	-	4500	-
Clause - 5.1, Table-3(SULPHUR)	-	4500	-
Clause - 5.1, Table-3(PHOSPHURS)	-	4500	-
Clause - 5.1, Table-3(MANGANESE)	-	4500	-
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	4500	-
5 AND AS PER IS 10748(MICRO ALLOY)	-	4500	-
Clause - 5.1, Table-3(NITROGEN)	-	4500	-

30 Mar, 2027

-
For finished product Only above 50 mm NB

11034

International Testing Centre, MSME Technology Development Centre, Meerut

8177804

IS 12254 (2021)

POLYVINYLCHLORIDE PVC INDUSTRIAL BOOTS - SPECIFICATION Second Revision

35000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2(Size)	-	300	-
5.3(Height)	-	300	-
5.4.2(Ergonomic feature)	-	500	-
5.4.3(Sole bond)	-	500	-
5.4.4(Slip resistance)	-	1500	-
5.4.6.1(Toe caps General)	-	500	-
5.4.6.2(Internal length of toecaps)	-	500	-
5.4.5(Leak proofness)	-	500	-
5.4.6.4(Impact resistance)	-	500	-
5.4.6.5(Compression resistance)	-	500	-
5.5.1(Upper material)	-	500	-
5.5.1(Upper Thickness)	-	300	-
5.5.2(Upper tensile strength)	-	500	-
5.5.3(Upper flexing)	-	500	-
5.5.4(Upper Hardness)	-	500	-
5.6.1(Lining material)	-	500	-
5.6.2(Lining Tear strength)	-	500	-
5.6.3(Lining abrasion)	-	800	-
5.6.4(Lining adhesion with upper)	-	500	-
5.10(Closing Thread (If used))	-	500	-
5.4.6.3(Corrosion resistance)	-	500	-
5.4.7(Colour)	-	300	-
5.7.1(Insole material)	-	500	-
5.7.1(Insole thickness)	-	300	-
5.7.2(Insole abrasion)	-	800	-
5.7.3(Water absorption and desorption)	-	800	-
5.8.2(Eyelets material)	-	500	-
5.8.2(Lace material)	-	500	-
5.8.2(Lace length)	-	300	-
5.8.2(Lace breaking load)	-	500	-
5.9.1(Insock material)	-	500	-
5.9.2(Inscok abrasion resistance)	-	800	-
5.9.3(Insock water absorption and desorption)	-	800	-
5.8.2(Closing thread breaking load)	-	500	-
5.11.1(Outsole material)	-	500	-
5.11.1(Outsole thickness)	-	300	-
5.11.2(Outsole density)	-	300	-
5.11.3(Outsole Interlayer bond)	-	500	-
5.11.4(Outsole tear)	-	500	-
5.11.5(Outsole Abrasion)	-	800	-
5.11.6(Outsole hardness)	-	500	-
5.11.7(Outsole flexing)	-	500	-
5.4.8.1(Conductive Footwear)	-	500	-
5.4.8.2(Antistatic Footwear)	-	500	-
5.4.8.3.2(Penetration resistance)	-	500	-
5.4.8.4(Cut resistance)	-	500	-
5.5.5(Upper Cold flex resistance)	-	500	-
5.4.8.5(Outsole resistance to acid and alkali)	-	500	-
5.4.8.6(Outsole resistance to fuel oil)	-	500	-
5.11.8(Outsole cold flex resistance)	-	800	-
6.1(Volatility)	-	300	-
6.2(Lead content)	-	1000	-
Table 1 as per IS 17011 2018(pH)	-	500	-
Table 1 as per IS 17011 2018(Phthalates (each individual phthalate))	-	4500	-
Table 1 as per IS 17011 2018(Nickel, on skin contact)	-	500	-
Table 1 as per IS 17011 2018(Allergenic and carcinogenic disperse dyes)	-	3000	-
Table 1 as per IS 17011 2018(Aromatic amines released from Azo dyes (each individual amine))	-	2500	-
Table 1 as per IS 17011 2018(Aromatic amines released from Azo dyes (each individual amine))	-	2500	-
Table 1 as per IS 17011 2018(Chromium (VI))	-	1000	-
Table 1 as per IS 17011 2018(Dimethyl fumarate (DMFU))	-	4500	-
Table 1 as per IS 17011 2018(Formaldehyde (free or released by partial hydrolysis))	-	1000	-
Table 1 as per IS 17011 2018(Formaldehyde)	-	1000	-
Table 1 as per IS 17011 2018(Organotin compounds)	-	3500	-
Table 1 as per IS 17011 2018(PCP-TeCP-TriCP polychlorophenols)	-	1500	-

15 Apr, 2027

-
-

11035

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 710 (2010)

Marine plywood - Specification (Second Revision)

AS PER CL 6.1 UPTO 900X 2400 MM, 3MM-25 MM THICKNESS

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(WORKMANSHIP AND FINISH )	-	12500	-
6.1(DIMENSIONS)	-	12500	-
9.1.1(MOISTURE CONTENT)	-	12500	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	12500	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	12500	-
9.1.4(Tensile strength)	-	12500	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	12500	-
9.1.6 (Table 3)(Static bending strength)	-	12500	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	12500	-
9.1.7 (Table 4)(Wet bending strength)	-	12500	-
9.1.8(Retention of preservative)	-	12500	-

30 Mar, 2027

-
-

11036

International Testing Centre, MSME Technology Development Centre, Meerut

8177804

IS 13893 (1994)

Polyurethane soles semirigid - specification

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.3.2(Ageing test)	-	500	-
4.3(Ross Flex test)	-	800	-
4.3(Flexural strength )	-	500	-
4.3(Abrasion Resistance)	-	800	-
4.3(Elongation at break)	-	500	-
4.3(Tensile Strength )	-	500	-
4.3(Hardness Shore(A))	-	300	-
4.3(Relative density )	-	300	-
4.2(Thickness )	-	300	-

15 Apr, 2027

-
-

11037

BIS, Central Laboratory (CL)

None

IS 16988 (2018)

Compressed natural gas cylinder valve integrated with solenoid operation (Remotely Controlled) for automotive use - Specification

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
5.4.1 (Tensile Strength and Elongation)	-
5.4.2 (Impact Strength)	-
6.2 (Valve Dimensions)	-
7.2 (Relief/Bursting Pressure)	-
Clause-8.1 & 9 (Copper)	-
Clause-8.1 & 9 (Lead)	-
Clause-8.1 & 9 (Tin)	-
Clause-8.1 & 9 (Iron)	-
Clause-8.1 & 9 (Aluminium)	-
Clause-8.1 & 9 (Manganese)	-
Clause-8.1 & 9 (Nickel)	-
Clause-8.1 & 9 (Silicon)	-
Clause-8.1 & 9 (Chromium)	-
Clause-8.1 & 9 (Cobalt)	-
Clause-8.1 & 9 (Zinc)	-
Clause-8.1 & 9 (Other Impurities)	-

-
Steel designation may be declared . 5 pcs of 5x5 cm sample having dia > 3mm and/or thickness > 0.8 mm shall be provided.

11038

International Testing Centre, MSME Technology Development Centre, Meerut

8177804

IS 6664 (1992)

Rubber microcellular sheets for soles and heels - Specification (First Revision)

7600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2(Flexing resistance )	-	500	-
4.2(Water absorption)	-	500	-
4.2(Heat Shrinkage )	-	500	-
4.2(Shrinkage at room temp)	-	500	-
4.2(Split tear strength)	-	500	-
4.2(Compression set)	-	800	-
4.2(Hardness (Shore A))	-	500	-
4.2(Density )	-	300	-
4.2(Size & Thickness )	-	300	-
Cl.4.1.3 And 8.3,Table1(viii)Water absorption , percent by mass, Max)	-	800	-
Cl.4 Cl.4.1.3 And 8.3,Table 1, viii)(Flexing resistance: Maximum cut growth at 50 000 cycles)	-	500	-
4, Cl.4.1,4.1.1,4.1.2(Requirements)	-	500	-
Cl.4.1.3 And 8.3,Table1(i) Relative density)	-	300	-
Cl.4.1.3 And 8.3,Table1(ii) Hardness, Shore A durometer min)	-	500	-
Cl.4 Cl.4.1.3 And 8.3,Table1, iii)(Change in Hardness after ageing at 100±1°C for 24hr)	-	500	-
Cl.4 Cl.4.1.3 And 8.3,Table1, iv)(Compression set at constant stress percent, Max)	-	800	-
Cl.4.1.3 And 8.3,Table1(vi) Room Temperature shrinkage at 27±2°C for 2weeks, percent, Max)	-	500	-
Cl.4 Cl.4.1.3 And 8.3,Table 1, vi)(Heat shrinkage test at 100±1°C for 1 hour max)	-	500	-
Cl.4 Cl.4.1.3 And 8.3,Table1, v)(Split tear strength, kg,Min)	-	500	-
"Cl.4 ,Cl.4.1,4.1.1,4.1.2(Requirements ")	-	500	-
Cl.4.1.3 And 8.3,Table1(iii) Change in Hardness after ageing at 100±1°C for 24hr)	-	500	-
Cl.4.1.3 And 8.3,Table1(iv) Compression set at constant stress percent, Max)	-	500	-
Cl.4.1.3 And 8.3,Table 1 vi(Heat shrinkage test at 100±1°C for 1 hour max)	-	500	-
Cl.4.1.3 And 8.3,Table1(ix)Flexing resistance)	-	500	-
5, 5.1(Marking)	-	300	-
6, 6.1(Packing)	-	300	-
5, 5.1(Marking)	-	300	-
6, 6.1(Packing)	-	300	-

15 Apr, 2027

-
-

11039

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 362 (1991)

Parliament Hinges -specification

TYPE 1/2/3 SIZE 50-200 MM

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Type)	-	5000	-
7.1(FINISH)	-	5000	-
6.3(MANUFACTURE-Pins)	-	5000	-
6.5(MANUFACTURE-Position of Holes)	-	5000	WITHOUT RAW MATERIAL TEST

30 Mar, 2027

-
-

11040

WELL TECH TEST AND RESEARCH CENTER, DERABASSI

9177306

IS 383 (2016)

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

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2000	-
5.4.2(a)( Aggregates Impact Value)	-	2000	-
5.4.3(a)( Aggregate Abrasion Value)	-	2000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	2000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	2000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	2000	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	2000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	2000	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	2000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	2000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	2000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	2000	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	2000	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	2000	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	2000	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	2000	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	2000	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	2000	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	2000	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	2000	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	2000	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	1000	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	1000	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	1000	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	1000	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	1000	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	1000	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	1000	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	1000	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	1000	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	1000	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	1000	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	1000	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	1000	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	1000	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	1000	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	1000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	1000	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-

30 Mar, 2027

-
Only for aggregate from natural resources

Bureau of Indian Standards

The National Standards Body of India

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