BIS - LIMS (Laboratory Information Management System)

AANKAN CALIBRATION AND TESTING CENTRE LLP, DANTLI

PLOT NO. B, LS NO. 193, DANTALI, Gandhinagar, Gujarat, 382721

9879564686 aankan.act@gmail.com

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26 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 14587 (2025)

Prelaminated Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials - Specification ( Second Revision )

21500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 8 Table 2(Length -IS 2380 (Part 2))	-	500	-
As per Clause 8 Table 2(Width - IS 2380 (Part 2))	-	500	-
As per Clause 8 Table 2(Thickness - IS 2380 (Part 2))	-	500	-
As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2))	-	500	-
As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2))	-	500	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	1000	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	1000	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	1000	-
As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B)	-	1500	-
As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C)	-	500	-
As per Clause 9.1 , Table 8(Resitance to crack -Annex. D)	-	500	-
As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E)	-	500	-
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F)	-	500	-
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F)	-	500	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	2500	-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-
As per Clause 8 Table 2(Length -IS 2380 (Part 2))	-	0	-
As per Clause 8 Table 2(Width - IS 2380 (Part 2))	-	0	-
As per Clause 8 Table 2(Thickness - IS 2380 (Part 2))	-	0	-
As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2))	-	0	-
As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2))	-	0	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B)	-	0	-
As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C)	-	0	-
As per Clause 9.1 , Table 8(Resitance to crack -Annex. D)	-	0	-
As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E)	-	0	-
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F)	-	0	-
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	0	-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-

17 Mar, 2028

-
included w.e.f 14.01.2026

IS 12823 (2025)

Prelaminated Medium Density Particle Boards from Wood and other Lignocellulosic Material Specification (Second Revision)

19500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 5(Material - IS 3087)	-	0	-
As per Clause 8 Table 2(Length -IS 2380 (Part 2))	-	500	-
As per Clause 8 Table 2(Width - IS 2380 (Part 2))	-	500	-
As per Clause 8 Table 2(Thickness - IS 2380 (Part 2))	-	500	-
As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2))	-	500	-
As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2))	-	500	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	1500	-
As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	1000	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	1000	-
As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B)	-	1500	-
As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C)	-	500	-
As per Clause 9.1 , Table 8(Resitance to crack -Annex. D)	-	500	-
As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E)	-	500	-
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F)	-	500	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	2500	-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-
As per Clause 5(Material - IS 3087)	-	0	-
As per Clause 8 Table 2(Length -IS 2380 (Part 2))	-	0	-
As per Clause 8 Table 2(Width - IS 2380 (Part 2))	-	0	-
As per Clause 8 Table 2(Thickness - IS 2380 (Part 2))	-	0	-
As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2))	-	0	-
As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2))	-	0	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	0	-
As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	0	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B)	-	0	-
As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C)	-	0	-
As per Clause 9.1 , Table 8(Resitance to crack -Annex. D)	-	0	-
As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E)	-	0	-
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	0	-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-

17 Mar, 2028

-
included w.e.f 14.01.2026

IS 3097 (2025)

Veneered Medium Density Particle Boards from Wood and other Lignocellulosic Material - Specification ( Third Revision )

20500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4.1 and Table 1(Classification based on surface characteristics)	-	500	For Classification and grade
Cl. 4.1 and Table 1(Grade)	-	0	-
Cl. 4.2(Formaldehyde Classes)	-	2500	-
Cl. 8.1 and Table 2(i)(Dimensions and Tolerances(Length))	-	500	-
Cl. 8.1 and Table 2(ii)(Dimensions and Tolerances(Width))	-	500	-
Cl. 8.2 and Table 2(iii)(Dimensions and Tolerances(Thickness))	-	500	-
Cl. 8.3 and Table 2(iv)(Squareness)	-	500	-
Cl. 8.3 and Table 2(v)(Edge Straightness)	-	500	-
Cl. 9.1 and Table 3(i)(Density)	-	1000	-
Cl. 9.1 and Table 3(ii)(Variation from mean density)	-	1000	-
Cl. 9.1 and Table 3(iii)(Moisture Content)	-	1500	-
Cl. 9.1 and Table 4(i)/5(i)/6(i)/7(i)(Modulus of Rupture(MoR))	-	1500	-
Cl. 9.1 and Table 4(ii)/6(ii)/7(ii)(Modulus of Elasticity(MoE))	-	1500	-
Cl. 9.1 and Table 4(iii)/5(ii)/6(iii)/7(iii)(Internal bond strength)	-	1500	-
Cl. 9.1 and Table 6(iv)/7(iv)(24 h thickness swelling(due to general water absorption))	-	1500	-
Cl. 9.1 and Table 4(iv)/5(iii)/6(v)/7(v)("Screw withdrawal strength (face)")	-	1500	-
Cl. 9.1 and Table 4(v)/5(iv)/6(vi)/7(vi)("Screw withdrawal strength (edge)")	-	1500	-
Cl. 9.1 and Table 6(vii)(a)/7(vii)(a)(Internal bond strength(after cyclic test))	-	1000	-
Cl. 9.1 and Table 6(vii)(b)/7(vii)(b)(Internal bond strength(boil test))	-	1000	-
Cl. 9.4 and Table 8(i)(Formaldehyde content)	-	2500	-
Cl. 9.4 and Table 8(ii)(Steady-state formaldehyde emmision (optional test))	-	0	-
Cl. 9.3.1(Adhesion of Plies)	-	1000	-

17 Mar, 2028

-
included w.e.f 14.01.2026

IS 3087 (2025)

Medium Density Particle Boards of Wood and other Lignocellulosic Materials for General Purpose - Specification ( Third Revision )

19500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	500	Rs- 19500/-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	500	Rs- 19500/-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	500	Rs- 19500/-
As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2))	-	500	Rs- 19500/-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	500	Rs- 19500/-
As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2))	-	500	Rs- 19500/-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	1000	Rs- 19500/-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	1000	Rs- 19500/-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	1500	Rs- 19500/-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	1500	Rs- 19500/-
As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	1500	Rs- 19500/-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	1500	Rs- 19500/-
As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	1500	Rs- 19500/-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	1500	Rs- 19500/-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	1500	Rs- 19500/-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	1000	Rs- 19500/-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	1000	Rs- 19500/-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	2500	Rs- 19500/-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	(optional test)
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	0	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2))	-	0	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	0	-
As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	0	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	0	-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	0	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2))	-	0	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	0	-
As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	0	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	0	-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-

17 Mar, 2028

-
included w.e.f 14.01.2026

IS 12406 (2025)

Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials for General Purpose - Specification ( Third Revision )

GRADE 1& 2 , CLASS E1 & E2

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	0	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	1000	FOR DIMENSION
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	1000	FOR DIMENSION
As per Clause 8, Table 2(Thickness - IS 2380 (Part 2))	-	1000	FOR DIMENSION
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	1000	FOR DIMENSION
As per Clause 8, Table 2(Edge straightness, Max.)	-	1000	FOR DIMENSION
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	1000	For Density Test
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	1000	For Density Test
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	1000	For Moisture Content Test
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	1000	For Modulus of rupture test
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	1000	For Modulus of elasticity test
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	1000	For Internal Bond Strength Test
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	3000	For Linear expansion Test
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	3000	For screw withdrawal strength test
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	3000	For Internal Bond Strength Test
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	3000	For Internal Bond Strength Test
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	3000	For formaldehyde content test
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-
Cl-5.1(Wood and Any Other Lignocellulosic Material)	-	0	-
Cl-5.2(Adhesive)	-	6867	EXTRA FOR ADHESIVE TESTING
Cl-5.3(Sizing Material)	-	0	-
Cl-5.4(Preservative Treatment)	-	3000	FOR PRESERVATIVE TREATMENT
Cl-6(MANUFACTURE)	-	0	-
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	0	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Thickness - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Edge straightness, Max.)	-	0	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	0	-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-
Cl-5.1(Wood and Any Other Lignocellulosic Material)	-	0	-
Cl-5.2(Adhesive)	-	0	-
Cl-5.3(Sizing Material)	-	0	-
Cl-5.4(Preservative Treatment)	-	0	-
Cl-6(MANUFACTURE)	-	0	-
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	0	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Thickness - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Edge straightness, Max.)	-	0	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	0	-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-
Cl-5.1(Wood and Any Other Lignocellulosic Material)	-	0	-
Cl-5.2(Adhesive)	-	0	-
Cl-5.3(Sizing Material)	-	0	-
Cl-5.4(Preservative Treatment)	-	0	-
Cl-6(MANUFACTURE)	-	0	-
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	0	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Thickness - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	0	-
As per Clause 8, Table 2(Edge straightness, Max.)	-	0	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	0	-
As per Clause 9.1 , Table 9(Steady-state formaldehyde emission, Fc, mg/m3 (optional test))	-	0	-
Cl-5.1(Wood and Any Other Lignocellulosic Material)	-	0	-
Cl-5.2(Adhesive)	-	0	-
Cl-5.3(Sizing Material)	-	0	-
Cl-5.4(Preservative Treatment)	-	0	-
Cl-6(MANUFACTURE)	-	0	-

17 Mar, 2028

-
Included w.e.f 31.12.2025

IS 14735 (1999)

Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System -

14900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
19(Marking)	-	0	-
3(Type of Fitting)	-	0	-
4(Size Designation)	-	0	-
5(Colour of fittings)	-	500	-
7.1,Table 1(Wall thickness)	-	1500	-
7.2 ,Table 2&3(Socket Dimensions)	-	500	-
7.3(Dimensions of waste trap(Nahani Trap)	-	0	-
8(Sealing Rings)	-	500	-
10(Workmanship)	-	500	-
11(Design requirements)	-	0	-
11.1(Solvent cement type or Rubber ring type)	-	0	-
11.2(Socket and spigot configeration)	-	0	-
11.4,Table 5(Vent cowl)	-	500	-
11.5,Table 6(Pipe Clips)	-	500	-
12(Physical test requirements)	-	0	-
12.1(Visual appearance)	-	500	-
12.2(Stress relief test)	-	1500	-
12.3(Vicat softening tempewrature)	-	2000	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	4000	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	2000	-
Cl.15, Annex B(Sulphated Ash Content)	-	1500	-
16(Mechanical Properties)	-	0	-
16.1(Impact test)	-	1500	-
17(Watet tightness of joint)	-	1500	-
12.4(Effect on water test)	-	5000	-
7.4(Chamfer)	-	0	-
11.3(Access Openings)	-	500	-
Table 4(Dimension of Access Openings)	-	0	-
Cl 12.4(Effect on Water Lead (first extraction))	-	0	-
Cl 12.4(Effect on Water Lead (third extraction))	-	0	-
Cl 12.4(Effect on Water Dialkyl tin C4 and higher homologues(measured as tin )(third extraction ))	-	0	-
Cl 12.4(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	0	-
Cl 12.4(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	0	-
19(Marking)	-	0	-
3(Type of Fitting)	-	0	-
4(Size Designation)	-	0	-
5(Colour of fittings)	-	0	-
7.1,Table 1(Wall thickness)	-	0	-
7.2 ,Table 2&3(Socket Dimensions)	-	0	-
7.3(Dimensions of waste trap(Nahani Trap)	-	0	-
8(Sealing Rings)	-	0	-
10(Workmanship)	-	0	-
11(Design requirements)	-	0	-
11.1(Solvent cement type or Rubber ring type)	-	0	-
11.2(Socket and spigot configeration)	-	0	-
11.4,Table 5(Vent cowl)	-	0	-
11.5,Table 6(Pipe Clips)	-	0	-
12(Physical test requirements)	-	0	-
12.1(Visual appearance)	-	0	-
12.2(Stress relief test)	-	0	-
12.3(Vicat softening tempewrature)	-	0	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	0	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	0	-
Cl.15, Annex B(Sulphated Ash Content)	-	0	-
16(Mechanical Properties)	-	0	-
16.1(Impact test)	-	0	-
17(Watet tightness of joint)	-	0	-
12.4(Effect on water test)	-	0	-
7.4(Chamfer)	-	0	-
11.3(Access Openings)	-	0	-
Table 4(Dimension of Access Openings)	-	0	-
Cl 12.4(Effect on Water Lead (first extraction))	-	0	-
Cl 12.4(Effect on Water Lead (third extraction))	-	0	-
Cl 12.4(Effect on Water Dialkyl tin C4 and higher homologues(measured as tin )(third extraction ))	-	0	-
Cl 12.4(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	0	-
Cl 12.4(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	0	-
19(Marking)	-	0	-
3(Type of Fitting)	-	0	-
4(Size Designation)	-	0	-
5(Colour of fittings)	-	0	-
7.1,Table 1(Wall thickness)	-	0	-
7.2 ,Table 2&3(Socket Dimensions)	-	0	-
7.3(Dimensions of waste trap(Nahani Trap)	-	0	-
8(Sealing Rings)	-	0	-
10(Workmanship)	-	0	-
11(Design requirements)	-	0	-
11.1(Solvent cement type or Rubber ring type)	-	0	-
11.2(Socket and spigot configeration)	-	0	-
11.4,Table 5(Vent cowl)	-	0	-
11.5,Table 6(Pipe Clips)	-	0	-
12(Physical test requirements)	-	0	-
12.1(Visual appearance)	-	0	-
12.2(Stress relief test)	-	0	-
12.3(Vicat softening tempewrature)	-	0	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	0	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	0	-
Cl.15, Annex B(Sulphated Ash Content)	-	0	-
16(Mechanical Properties)	-	0	-
16.1(Impact test)	-	0	-
17(Watet tightness of joint)	-	0	-
12.4(Effect on water test)	-	0	-
7.4(Chamfer)	-	0	-
11.3(Access Openings)	-	0	-
Table 4(Dimension of Access Openings)	-	0	-
Cl 12.4(Effect on Water Lead (first extraction))	-	0	-
Cl 12.4(Effect on Water Lead (third extraction))	-	0	-
Cl 12.4(Effect on Water Dialkyl tin C4 and higher homologues(measured as tin )(third extraction ))	-	0	-
Cl 12.4(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	0	-
Cl 12.4(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	0	-

17 Mar, 2028

-
Included w.e.f. 24.12.2025

IS 12818 (2010)

Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	2000	-
9.5(Tensile Strength IS 12235(Part 13))	-	2500	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	2000	-
9.3(Density IS 12235 (Part 14))	-	750	-
9.2(Internal Diameter)	-	500	-
9.1( Visual Appearance)	-	250	-
9.1(Visual Appearance)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	500	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4(Sealing rings - Hardness)	-	500	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	500	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	0	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	250	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	250	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	250	-
7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0))	-	500	-
7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0))	-	500	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	500	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	500	-
7.3.2(Rib height)	-	250	-
7.3.1(No.of Ribs)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	250	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported))	-	250	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	250	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	250	-
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	500	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	250	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	250	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	250	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	250	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	250	-
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content )	-	0	-
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating )	-	0	-
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	5000	-
5(COLOUR)	-	250	-
8.4(Sealing elements a. Elastomeric material b. Shore A hardness of sealing Elements )	-	0	-
8.4(Width b)	-	0	-
8.3.1 & 8.3.2 (Threading of casing pipe (from 100 to 200 DN Table – 11 & Fig. 3A) & (from 250 to 400 DN Table – 12 & Fig. 4A) Outside diameter d1(+0, -0.3) d2 d3 D1 (+0.3, -0) D2 D4 D5 (+0.3, -0) Z h3 (+0, -0.1) H4 (+0, -0.1) )	-	500	-
8.2(Threading of casing pipe As per IS 554 (from 40 to 80mm DN) Number of threads in 25.4mm Pitch (P) Height of thread (h) Major (Gauge Diameter) d Pitch(d2) Minor (d1) External Thread gauge length Nominal No. of turns of thread max min )	-	500	-
7.5.1 7.5.2 (Slot Dimension (Table 10) Fig 2A & 2B a. Minimum number of slot on the circumference b. Σa±5% c. Mean value of approximate free passage area (%) for width of slot (w) d. Tolerance on width of slot (w) e. Width of material between slot (b))	-	0	-
5.0(Colour of Pipes)	-	0	-
9.7(Effect on Water a) Lead (first extraction) b) Lead (Third extraction) c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction) d) Cadmium (All three extracts) e) Mercury (All three extracts) f) Other Toxic Substances )	-	5000	-
4.1.2(K-Value as per IS-4669)	-	2000	Extra charge For Raw-material Testing
4.1.1 (VCM Content as per IS 10151 (Annex A))	-	0	Extra charge For Raw-material Testing
7.1(Screen Pipes)	-	500	-
11(Marking)	-	2000	-
5.1(Materials)	-	0	-
8(Packing)	-	0	-
4.1.3(Cross Chain Length)	-	0	-
7.2(Link Twisted (Cross chain))	-	0	-
7.3(The Basic chains)	-	0	-
7.9(Case Depth)	-	0	-
8(Marking)	-	0	-
Cl 9.7(Effect on Water Lead (first extraction))	-	0	-
Cl 9.7(Effect on Water Lead (third extraction))	-	0	-
Cl 9.7(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction ))	-	0	-
Cl 9.7(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	0	-
Cl 9.7(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	0	-
CL 7.1,7.2(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))	-	250	-

17 Mar, 2028

-
Included w.e.f. 24.12.2025

IS 15801 (2008)

Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification

150000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Designation)	-	0	-
Cl 7(Dimensions Of Pipes)	-	3000	-
Cl 8(Visual Appearance)	-	500	-
Cl 9.1(Hydraulic Characteristics)	-	15000	-
Cl 9.2(Fusion Compatibility)	-	2000	-
Cl 9.3(Reversion Test )	-	5000	-
Cl 9.4 & Annex B(Impact Strength)	-	5000	-
Cl 9.5(Density)	-	1000	-
Cl 9.6(Melt Flow Rate)	-	2000	-
Cl 9.7(Carbon Black Content & Dispersion)	-	2000	-
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	125000	-
Cl 9.9(Opacity)	-	2000	-
5(Colour)	-	0	-
Cl 4( Designation)	-	0	-
Cl 7(Dimensions Of Pipes)	-	0	-
Cl 8(Visual Appearance)	-	0	-
Cl 9.1(Hydraulic Characteristics)	-	0	-
Cl 9.2(Fusion Compatibility)	-	0	-
Cl 9.3(Reversion Test )	-	0	-
Cl 9.4 & Annex B(Impact Strength)	-	0	-
Cl 9.5(Density)	-	0	-
Cl 9.6(Melt Flow Rate)	-	0	-
Cl 9.7(Carbon Black Content & Dispersion)	-	0	-
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	0	-
Cl 9.9(Opacity)	-	0	-
5(Colour)	-	0	-

17 Mar, 2028

-
Included w.e.f. 24.12.2025

IS 2202 : Part 2 (2022)

WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 2 PARTICLE BOARD HIGH DENSITY FIBRE BOARD MEDIUM DENSITY FIBRE BOARD AND HARDBOARD FACE PANELS Fourth Revision

BWP,MR

24500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause No - 6.1(Timber)	-	0	-
Clause No -6.2(Alternative Materials (LVL)	-	0	-
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL))	-	0	-
Clause No -6.2(Alternative Materials medium density fibre board (MDF))	-	0	-
Clause No -6.2(Alternative Materials -plywood)	-	0	-
Clause No -6.2(BWP grade flush door shutter)	-	0	-
Clause No -6.3.1("Face Panels: Particle Board MDF/ HDF Fibre Hardboard")	-	0	-
Clause No -6.4(Adhesive)	-	8000	Extra for IS 848
Clause No -7.1(Construction)	-	500	-
Clause No - 7.3(" MDF board or HDF board ")	-	500	-
Clause No -9.2("Workmanship and finish")	-	500	-
Clause No -10.1(tests for flush door shutters)	-	19500	-
Clause No -10.2(End Immersion Test)	-	2000	-
Clause No -10.3(Glue Adhesion Test)	-	1000	-
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO MARK")	-	0	-
5(SIZES AND TOLERANCES)	-	500	-
6.5(The swelling in thickness of the particle board, MDF and HDF board for core)	-	1000	-
Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door)	-	500	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.4(B N P V, P N P V and M N P V,)	-	0	-
Cl-7.2(Face Panel)	-	500	-
Cl-7.4 (Amendment No 1)(Door Blanks)	-	400	-
Cl-8(Fittings)	-	0	-
Clause No - 6.1(Timber)	-	0	-
Clause No -6.2(Alternative Materials (LVL)	-	0	-
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL))	-	0	-
Clause No -6.2(Alternative Materials medium density fibre board (MDF))	-	0	-
Clause No -6.2(Alternative Materials -plywood)	-	0	-
Clause No -6.2(BWP grade flush door shutter)	-	0	-
Clause No -6.3.1("Face Panels: Particle Board MDF/ HDF Fibre Hardboard")	-	0	-
Clause No -6.4(Adhesive)	-	0	-
Clause No -7.1(Construction)	-	0	-
Clause No - 7.3(" MDF board or HDF board ")	-	0	-
Clause No -9.2("Workmanship and finish")	-	0	-
Clause No -10.1(tests for flush door shutters)	-	0	-
Clause No -10.2(End Immersion Test)	-	0	-
Clause No -10.3(Glue Adhesion Test)	-	0	-
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO MARK")	-	0	-
5(SIZES AND TOLERANCES)	-	0	-
6.5(The swelling in thickness of the particle board, MDF and HDF board for core)	-	0	-
Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.4(B N P V, P N P V and M N P V,)	-	0	-
Cl-7.2(Face Panel)	-	0	-
Cl-7.4 (Amendment No 1)(Door Blanks)	-	0	-
Cl-8(Fittings)	-	0	-
Clause No - 6.1(Timber)	-	0	-
Clause No -6.2(Alternative Materials (LVL)	-	0	-
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL))	-	0	-
Clause No -6.2(Alternative Materials medium density fibre board (MDF))	-	0	-
Clause No -6.2(Alternative Materials -plywood)	-	0	-
Clause No -6.2(BWP grade flush door shutter)	-	0	-
Clause No -6.3.1("Face Panels: Particle Board MDF/ HDF Fibre Hardboard")	-	0	-
Clause No -6.4(Adhesive)	-	0	-
Clause No -7.1(Construction)	-	0	-
Clause No - 7.3(" MDF board or HDF board ")	-	0	-
Clause No -9.2("Workmanship and finish")	-	0	-
Clause No -10.1(tests for flush door shutters)	-	0	-
Clause No -10.2(End Immersion Test)	-	0	-
Clause No -10.3(Glue Adhesion Test)	-	0	-
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO MARK")	-	0	-
5(SIZES AND TOLERANCES)	-	0	-
6.5(The swelling in thickness of the particle board, MDF and HDF board for core)	-	0	-
Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.4(B N P V, P N P V and M N P V,)	-	0	-
Cl-7.2(Face Panel)	-	0	-
Cl-7.4 (Amendment No 1)(Door Blanks)	-	0	-
Cl-8(Fittings)	-	0	-
Clause No - 6.1(Timber)	-	0	-
Clause No -6.2(Alternative Materials (LVL)	-	0	-
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL))	-	0	-
Clause No -6.2(Alternative Materials medium density fibre board (MDF))	-	0	-
Clause No -6.2(Alternative Materials -plywood)	-	0	-
Clause No -6.2(BWP grade flush door shutter)	-	0	-
Clause No -6.3.1("Face Panels: Particle Board MDF/ HDF Fibre Hardboard")	-	0	-
Clause No -6.4(Adhesive)	-	0	-
Clause No -7.1(Construction)	-	0	-
Clause No - 7.3(" MDF board or HDF board ")	-	0	-
Clause No -9.2("Workmanship and finish")	-	0	-
Clause No -10.1(tests for flush door shutters)	-	0	-
Clause No -10.2(End Immersion Test)	-	0	-
Clause No -10.3(Glue Adhesion Test)	-	0	-
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO MARK")	-	0	-
5(SIZES AND TOLERANCES)	-	0	-
6.5(The swelling in thickness of the particle board, MDF and HDF board for core)	-	0	-
Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.4(B N P V, P N P V and M N P V,)	-	0	-
Cl-7.2(Face Panel)	-	0	-
Cl-7.4 (Amendment No 1)(Door Blanks)	-	0	-
Cl-8(Fittings)	-	0	-

17 Mar, 2028

-
included w.e.f 14.01.2026

IS 848 (2025)

Synthetic Resin Adhesives for Plywood (Phenolic, Aminoplastic and Bio-Materials Based) - Specification ( Third Revision )

BWP, BWR, MR

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 4 Table 1(TYPES)	-	0	Complete testing charge for each grade
As per Clause 6.6(SETTING TIMES AND CONDITIONS)	-	0	Complete testing charge for each grade
As per Clause 7.3.2 Table 1(i)(Cyclic Test For BWP Type)	-	7500	Complete testing charge for each grade
As per Clause 7.3.2 Table 1(ii)(Cyclic Test For BWR Type)	-	7500	Complete testing charge for each grade
As per Clause 7.3.2 Table 1(iii)(Cyclic Test For MR Type)	-	7500	Complete testing charge for each grade
As per Clause 7.4(Acidity And Alkalinity (pH))	-	7500	Complete testing charge for each grade
As per Clause 9(Marking)	-	0	Complete testing charge for each grade

17 Mar, 2028

-
Included w.e.f 17-12-2025.

IS 2191 : Part 2 (2022)

WOODEN FLUSH DOOR SHUTTERS (CELLULAR, HOLLOW AND TUBULAR CORE TYPE) - SPECIFICATION PART 2 PARTICLE BOARD, HIGH DENSITY FIBRE BOARD, MEDIUM DENSITY FIBRE BOARD AND FIBRE HARDBOARD FACE PANELS (Fourth Revision)

BWP,MR

24500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes and Tolerances)	-	100	For thickness
Cl-6.1.(Timber)	-	0	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	0	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	Extra charges as per IS 12406
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	0	-
Cl-10.1(various test)	-	19900	For Cl. 10 to 11 of IS 2191 (Part 1)
Cl-10.2(End Immersion Test)	-	2000	-
Cl-10.3(Glue Adhesion Test)	-	2600	-
Cl-13(Marking)	-	0	-
Cl-5(Sizes and Tolerances)	-	0	-
Cl-6.1.(Timber)	-	0	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	0	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	0	-
Cl-10.1(various test)	-	0	-
Cl-10.2(End Immersion Test)	-	0	-
Cl-10.3(Glue Adhesion Test)	-	0	-
Cl-13(Marking)	-	0	-

17 Mar, 2028

-
Included w.e.f 18.11.2025

IS 1328 (2025)

Veneered Decorative Plywood - Specification ( Fourth Revision )

Type :1to 4,Class E1 & E2, Grade :BWP/MR/BWR

9000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.1(Grades)	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 4.2(Type)	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 4.3(Formaldehyde Class)	-	3000	Formaldehyde Class
Cl 5.2(Adhesive)	-	6867	EXTRA FOR ADHESIVE RESIN TESTING AS PER IS 848
Cl 7.1(Surface Requirements- For Type 1)	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 7.2(Surface Requirements- For Type 2)	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 7.3(Surface Requirements- For Type 3)	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 7.4(Surface Requirements- For Type 4)	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 8.1(Dimensions (Length and Width))	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 8.2(Dimensions (Thickness))	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 8.3(Squareness and Edge Straightness as Per Annex B)	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 8.4- Table 1(Tolerances)	-	5000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
Cl 11.3(Moisture Content)	-	1000	for moisture content test
Cl 11.4.1(a)(Water Resistance Test( For MR Grade))	-	1000	for water resistance test
Cl 11.4.1(b)(Water Resistance Test( For BWR Grade))	-	1000	for water resistance test
Cl 11.4.1(c)(Water Resistance Test( For BWP Grade))	-	1000	for water resistance test
Cl 11.5(Formaldehyde Content Test)	-	3000	-
Cl 11.6(Steady - State Formaldehyde Emission Test ( Optional Test))	-	0	0
Cl 12(Marking)	-	0	0

17 Mar, 2028

-
Included w.e.f 13.11.2025 Exclusion: Cl 11.6 (Steady - State Formaldehyde Emission Test ( Optional Test))

IS 1328 (1996)

Veneered Decorative Plywood -Specification

Type :1to 4,Class E1 & E2, Grade :BWP/MR/BWR, Thickness up to 70mm

9000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Grade - For BWR)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
4.1(Grade - For MR)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
4.2(Type - For Type 1)	-	7000	For Complete Cl 4, Cl 7, Cl 8,Cl6 and Cl 9
4.2(Type - For Type 2)	-	7000	For Complete Cl 4, Cl 7, Cl 8,Cl6 and Cl 9
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	7000	For Complete Cl 4, Cl 7, Cl 8,Cl6 and Cl 9
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
8(Dimensions & Tolerances - Length - Cl. 8)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
8(Dimensions & Tolerances - Width - Cl. 8)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
8(Dimensions & Tolerances - Squareness - Annexure C)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
9(Finish - Cl. 9.1, 8.3)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
9(Finish - Cl. 9.2, 8.3)	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
11(Tests - Moisture Content - Part 1 of IS 1734)	-	1000	for moisture content test
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	1000	for water resistance test
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	1000	for water resistance test
6.1(Decorative Veneers (Thickness))	-	7000	For Complete Cl 4, Cl 7, Cl 8 ,Cl6 and Cl 9
4.1(Grade - For BWR)	-	0	-
4.1(Grade - For MR)	-	0	-
4.2(Type - For Type 1)	-	0	-
4.2(Type - For Type 2)	-	0	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	0	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	0	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	0	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	0	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	0	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	0	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	0	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	0	-
9(Finish - Cl. 9.1, 8.3)	-	0	-
9(Finish - Cl. 9.2, 8.3)	-	0	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	0	-
6.1(Decorative Veneers (Thickness))	-	0	-
4.1(Grade - For BWR)	-	0	-
4.1(Grade - For MR)	-	0	-
4.2(Type - For Type 1)	-	0	-
4.2(Type - For Type 2)	-	0	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	0	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	0	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	0	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	0	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	0	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	0	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	0	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	0	-
9(Finish - Cl. 9.1, 8.3)	-	0	-
9(Finish - Cl. 9.2, 8.3)	-	0	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	0	-
6.1(Decorative Veneers (Thickness))	-	0	-
4.1(Grade - For BWR)	-	0	-
4.1(Grade - For MR)	-	0	-
4.2(Type - For Type 1)	-	0	-
4.2(Type - For Type 2)	-	0	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	0	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	0	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	0	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	0	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	0	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	0	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	0	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	0	-
9(Finish - Cl. 9.1, 8.3)	-	0	-
9(Finish - Cl. 9.2, 8.3)	-	0	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	0	-
6.1(Decorative Veneers (Thickness))	-	0	-
4.1(Grade - For BWR)	-	0	-
4.1(Grade - For MR)	-	0	-
4.2(Type - For Type 1)	-	0	-
4.2(Type - For Type 2)	-	0	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	0	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	0	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	0	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	0	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	0	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	0	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	0	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	0	-
9(Finish - Cl. 9.1, 8.3)	-	0	-
9(Finish - Cl. 9.2, 8.3)	-	0	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	0	-
6.1(Decorative Veneers (Thickness))	-	0	-
4.1(Grade - For BWR)	-	0	-
4.1(Grade - For MR)	-	0	-
4.2(Type - For Type 1)	-	0	-
4.2(Type - For Type 2)	-	0	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	0	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	0	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	0	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	0	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	0	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	0	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	0	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	0	-
9(Finish - Cl. 9.1, 8.3)	-	0	-
9(Finish - Cl. 9.2, 8.3)	-	0	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	0	-
6.1(Decorative Veneers (Thickness))	-	0	-

17 Mar, 2028

-
Included w.e.f 14.08.2025

IS 2191 : Part 1 (2022)

WOODEN FLUSH DOOR SHUTTERS CELLULAR TUBULAR AND HOLLOW CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Fifth Revision

Grade :BWP/MR, Type: A&B, Thickness up to 70mm

25400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes)	-	0	-
Cl-6.1.1(Species of timber)	-	300	EXTRA FOR Species of timber
Cl-6.3(Cross-Bands)	-	1000	EXTRA FOR Cross-Bands
Cl-6.4.1(Commercial face veneers)	-	1000	EXTRA FOR face veneers
Cl-6.4.2(Decorative face veneers)	-	1000	EXTRA FOR face veneers
Cl-6.7(Particle Board)	-	1000	-
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF))	-	1000	-
Cl-11.1(Dimensions and Squareness Test)	-	500	-
Cl-11.2(General Flatness Test)	-	700	-
Cl-11.3(Local Planeness Test)	-	1450	-
Cl-11.4(Impact Indentation Test)	-	1450	-
Cl-11.5(Flexure Test)	-	1450	-
Cl-11.6(Edge Loading Test)	-	1450	-
Cl-11.7(Shock Resistance Test)	-	1450	-
Cl-11.8(Buckling Resistance Test)	-	1450	-
Cl-11.9(Slamming Test)	-	1450	-
Cl-11.10(Misuse Test)	-	1350	-
Cl-11.11(Varying Humidity Test)	-	5000	-
Cl-11.12(End Immersion Test)	-	2000	-
Cl-11.13(Knife Test)	-	1000	-
Cl-11.14(Glue Adhesion Test)	-	1500	-
Cl-11.15(Screw Withdrawal Resistance Test)	-	2000	-
Cl-12.2(Sample Size)	-	0	-
Cl-14(Marking)	-	100	-
Cl-6.1.2(Moisture content of timber)	-	800	Extra Charges 800 for Clause 6.1.2
Cl-9(Workmanship and Finish)	-	200	-
Cl-6.1.3(Defects)	-	0	-
Cl-6.2(Plywood)	-	0	-
Cl-6.5(Cross-bands and face veneers)	-	1000	EXTRA FOR (Cross-bands and face veneers)
Cl-6.6(Adhesives)	-	6967	ADHESIVE EXTRA
Cl-7(Construction)	-	0	-
Cl-8(Fittings)	-	0	-

17 Mar, 2028

-
Included w.e.f 14.08.2025

IS 12406 (2021)

Medium density fibre boards for general purpose - Specification

Grade 1&2,class E1&E2,Size: Thickness upto 70mm

17000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 5.2, 9 and 10.2.2(Density)	-	1000	For Density Test
Clauses 5.2, 9 and 10.2.2(Density)	-	0	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	0	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	1000	For Moisture Content Test
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	0	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	3000	For Linear expansion Test
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	1000	For Internal Bond Strength Test
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	3000	For Internal Bond Strength Test
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	1000	For Modulus of rupture test
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	1000	For Modulus of elasticity test
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	2000	For screw withdrwal strength test
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	3000	For formaldehyde content test
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	0	-
8(DIMENSIONS AND TOLERANCES)	-	1000	For DIMENSIONS Test
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Cl 7(Finish)	-	0	-

17 Mar, 2028

-
Included w.e.f 04.08.2025 Exclusion: Clauses 5.2, 9 and 10.2.2 (Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

Class E1 ,E2

21500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Timber)	-	0	Extra Charges for Timber test
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	Extra Charges for Adhesive testing as per BIS scope of testing
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	0	Extra Charges for veneer test
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	Extra Charges for veneer test
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	Extra Charges
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	200	-
Cl-7.2(Thickness)	-	200	-
Cl-7.3(Squareness)	-	200	-
Cl-8.1, 8.2(Workmanship and finish)	-	0	-
Cl-10.3(Moisture Content)	-	600	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	800	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	400	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	3000	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	800	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	400	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	3000	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	3300	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	400	-
Cl-10.8(Tensile Strength)	-	1200	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	1000	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	1000	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	1000	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	1000	-
Cl-10.11(Retention of Preservative)	-	1000	-
Cl-10.12(Formaldehyde Content Test)	-	2000	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	0	EXCLUSION
Cl-10.5.2(Water Resistance Test (Alternate method))	-	0	EXCLUSION
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	0	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	0	-
Cl-7.2(Thickness)	-	0	-
Cl-7.3(Squareness)	-	0	-
Cl-8.1, 8.2(Workmanship and finish)	-	0	-
Cl-10.3(Moisture Content)	-	0	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	0	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	0	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	0	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	0	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	0	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	0	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	0	-
Cl-10.8(Tensile Strength)	-	0	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	0	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	0	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	0	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	0	-
Cl-10.11(Retention of Preservative)	-	0	-
Cl-10.12(Formaldehyde Content Test)	-	0	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	0	exclusion
Cl-10.5.2(Water Resistance Test (Alternate method))	-	0	exclusion
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	0	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	0	-
Cl-7.2(Thickness)	-	0	-
Cl-7.3(Squareness)	-	0	-
Cl-8.1, 8.2(Workmanship and finish)	-	0	-
Cl-10.3(Moisture Content)	-	0	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	0	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	0	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	0	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	0	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	0	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	0	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	0	-
Cl-10.8(Tensile Strength)	-	0	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	0	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	0	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	0	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	0	-
Cl-10.11(Retention of Preservative)	-	0	-
Cl-10.12(Formaldehyde Content Test)	-	0	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	0	-

17 Mar, 2028

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Included w.e.f 05.08.2025

IS 2202 : Part 1 (2023)

WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision

GRADE BWP/MR,TYPE BN/BD/PD/PN,Size 2440 x1220x 50mm Max

25400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Workmanship & Finish)	-	200	-
9.2(Workmanship & Finish)	-	200	-
9.3(Workmanship & Finish)	-	200	-
11.1(Dimensions - Height)	-	200	-
11.1(Dimensions - Width)	-	200	-
11.1(Dimensions - Thickness)	-	200	-
11.1(Dimensions - Variation in thickness)	-	100	-
11.1(Dimensions - Squareness)	-	200	-
11.12(End immersion test)	-	300	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1000	-
4(GRADE)	-	0	-
4(TYPE)	-	0	-
5(SIZES)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	0	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	0	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	0	-
9.1(WORKMANSHIP AND FINISH)	-	0	-
9.2(WORKMANSHIP AND FINISH)	-	0	-
9.3(WORKMANSHIP AND FINISH)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	900	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1000	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	2000	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	1500	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7.1(Shock Resistance Test)	-	2000	-
11.7.2(Shock Resistance Test)	-	0	-
11.8(Buckling Test)	-	1500	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.9.2(Slamming Test)	-	1500	-
11.9.3(Slamming Test)	-	0	-
11.10(Misuse Test)	-	800	-
11.11(Varying Humidity Test)	-	4000	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	3000	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	3500	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 4.2(grades specified)	-	0	-
Clause 5(SIZES)	-	0	-
Clause 6.1.1(species of timber)	-	0	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	0	EXTRA CHARGES FOR CL.6.1.3 RS 1000
Clause 6.2.1(Plywood)	-	0	EXTRA CHARGES FOR CL.6.2.1 IS 303 RS 4000 & IS 710 RS 1200
Clause 6.2.2(Decorative plywood)	-	0	EXTRA CHARGES FOR CL.6.2.2 RS 4000
Clause 6.3(Cross-Bands)	-	0	EXTRA CHARGES FOR CL.6.3 RS 1500
Clause 6.4.1(Commercial Face Veneers)	-	0	EXTRA CHARGES FOR CL.6.4.1 RS 1500
Clause 6.4.2(Decorative Face Veneers)	-	0	EXTRA CHARGES FOR CL.6.4.2 RS 1500
Clause 6.6.1(Adhesives)	-	8000	EXTRA CHARGES FOR CL.6.61 BWP- RS 8000 & MR RS 7000
Clause 6.7(Particle Board)	-	0	EXTRA CHARGES FOR CL.6.7 RS 1200(SWELLING IN THICKNESS DUE TO GENERAL ABSORPTION)
Clause 6.8(Medium density fibre board)	-	0	EXTRA CHARGES FOR CL.6.8 RS 1200(SWELLING IN THICKNESS DUE TO GENERAL ABSORPTION)
Clause 6.9(Alternative Materials)	-	0	EXTRA CHARGES FOR CL6.9 FOR IS 710-12600, IS 303 -4000
Clause 7.1(Blockboard Core)	-	0	EXTRA CHARGES FOR CL.7.1 -1500
Clause 7.2(Particle Board or Medium Density Fibre)	-	0	-
Clause 7.3(Stiles and Rails)	-	200	-
Clause 7.4(Levelling)	-	0	-
Clause 7.5(Face Panel)	-	0	-
Clause 7.6(Lipping)	-	0	-
Clause 7.7(Rebating)	-	0	-
Clause 7.8(Opening for Glazing)	-	0	-
Clause 7.9(Venetian)	-	0	-
Clause 8.1(Locks)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	0	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	0	-
Clause 11.2(General Flatness Test)	-	0	-
Clause 11.3(Local Planeness Test)	-	0	-
Clause 11.4(Impact Indentation Test)	-	0	-
Clause 11.5(Flexure Test)	-	0	-
Clause 11.6(Edge Loading Test)	-	0	-
Clause 11.7(Shock Resistance Test)	-	0	-
Clause 11.8(Buckling Resistance Test)	-	0	-
Clause 11.9(Slamming Test)	-	0	-
Clause 11.10(Misuse Test)	-	0	-
Clause 11.11(Varying Humidity Test)	-	0	-
Clause 11.12(End Immersion Test)	-	0	-
Clause 11.13(Knife Test)	-	0	-
Clause 11.14(Glue Adhesion Test)	-	0	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
Clause 14(Marking)	-	0	-
4(Grade, Type and Construction)	-	0	-
5(Sizes and Thickness)	-	0	-
6.1(Timber)	-	0	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	0	-
6.4.1(Commercial Face Veneers)	-	0	-
6.4.2(Decorative face veneers)	-	0	-
6.6(Adhesives)	-	0	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre)	-	0	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
9(Workmanship and Finish)	-	0	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7(Shock Resistance Test)	-	0	-
11.9(Slamming Test)	-	0	-
11.1(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
14(Marking )	-	100	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
11.8(Buckling Resistance Test)	-	0	-

17 Mar, 2028

-
-

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

GRADE:BWP/MR,TYPE:DEC/COM,THICKNESS:30 mm Max.

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	1900	OK
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	500	OK
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	500	OK
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	500	OK
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	500	OK
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	1900	OK
9.2.3(Adhesion of Plies - Annexure H)	-	500	OK
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	500	OK
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	500	OK
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	500	OK
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	500	OK
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	500	OK
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	500	OK
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	500	OK
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	500	OK
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	200	OK
7.3(Dimensional Requirements - Squareness - Annexure D)	-	490	OK
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	200	OK
7.3(Dimensional Requirements - Thickness - Annexure E)	-	200	OK
7.3(Dimensional Requirements - Width - 8.1.4)	-	200	OK
7.3(Dimensional Requirements - Length - 8.1.4)	-	200	OK
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	200	OK
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	200	OK
9.2.6 (mechanical)(Spot test - Annexure L)	-	1900	OK
cl. 11(marking)	-	200	OK
cl. 11.1(marking - BIS certification marking)	-	100	OK
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	OK
6.2(Core- Moisture & Width)	-	0	OK
6.3(Cross Bands and Faces- Moisture content)	-	0	OK
6.3.1(Thickness of cross band and face veneers)	-	0	OK

17 Mar, 2028

-
-

IS 848 (2006)

Synthetic resin adhesives for plywood (Phenolic And Aminoplastic) - Specification (Second Revision)

TYPE:MR,BR,BWR, DESCRIPTION:LIQUID/POWDER/FILM

6967 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 Table (i)(BWP (BOiling WaterProof))	-	4200	OK
4 Table (i)(BWR (Boiling Water Resistant))	-	4200	OK
4 Table (i)(MR (Moisture Ressistant))	-	4200	OK
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	0	0
7.4(Acidity and Alkalinity ( pH))	-	500	OK

17 Mar, 2028

-
-

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

Class: E1/E2,Thickness: max.25 mm

17500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	0	K
Cl-4.2(Adhesive)	-	8000	OK
Cl-5.1(Veneers)	-	0	OK
Cl-5.2.1(Glueing)	-	0	OK
Cl -5.2.2(Thickness of Veneers)	-	0	0K
Cl - 5.2.3.1(Joint in Veneers)	-	0	0K
Cl - 5.2.3.2(Edge joints)	-	0	0K
Cl - 5.2.3.3(End joints)	-	0	OK
Cl - 5.2.3.4(Scarf joints)	-	0	OK
Cl - 5.2.4(Grain Direction)	-	0	OK
Cl-5.3(Treatment)	-	0	OK
Cl-5.4(Moisture Content)	-	0	OK
Cl-6.1(Dimensions (length))	-	500	OK
Cl-6.2(Thickness)	-	500	OK
Cl-6.3(Squareness)	-	500	OK
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	500	OK
Cl-9.3(Moisture Content)	-	1000	OK
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	740	OK
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	740	OK
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	980	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	980	-
Cl-9.5.2(Water Resistance Test)	-	0	OK
Cl-9.6(Tensile Strength-Along the grain)	-	1000	OK
Cl-9.7(Mycological Test -Adhesion)	-	950	OK
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	950	OK
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	890	OK
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	990	OK
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	990	OK
Cl-9.10(Retention of Preservative)	-	1500	OK
Cl-9.11(Formaldehyde Content Test)	-	3000	OK
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	OK
Cl-9.4.2(Adhesion of Plies)	-	750	0
5.1.1(Defects in veneers)	-	100	0

17 Mar, 2028

-
Exclusion: Cl-9.5.2 (Water Resistance Test), Cl-9.12 (Steady-State Formaldehyde Emission Test)

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

GRADE:MR/BWR/BWP,TYPE AA/AB/BB,t:max 25 mm,Class:E1/E2

8100 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Classification by appearance)	-	100	ok
Cl-5.2, Table- 1 (i)(Blister)	-	100	ok
Cl-5.2, Table- 1 (ii)(Checks)	-	100	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	100	-
Cl-5.2, Table- 1 (iv)(Dote)	-	100	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	100	-
Cl-5.2, Table- 1 (vi)(Joints)	-	100	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	100	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	100	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	100	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	100	-
Cl-5.2, Table- 1 (xi)(Patches)	-	100	-
Cl-5.2, Table- 1 (xii)(Splits)	-	100	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	100	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	100	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	4000	ok
Cl-7.2.1(Thickness of veneers)	-	300	ok
Cl-7.2.3(Grain Direction)	-	0	ok
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	0	ok
Cl-7.2.5.2(Splits)	-	0	ok
Cl-7.2.5.3(Overlap)	-	0	ok
Cl-8.1(Dimensions -length)	-	300	ok
Cl-8.2(Thickness of the plywood boards)	-	300	0k
Cl-8.3(Squareness)	-	300	0k
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	ok
Cl-11.3.2(Mycological Test)	-	1500	ok
Cl-11.4(Moisture Content)	-	750	ok
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1000	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1000	-
Cl-11.6(Formaldehyde Content Test)	-	3000	OK
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	0	OK

17 Mar, 2028

-
Exclusion: Cl-11.7 (Steady-State Formaldehyde Emission Test)

IS 17425 (2020)

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

CLASS-1,CLASS-2,CLASS-3,CLASS-4 SIZE(OD): 40-200 mm for PE Pipes & HDPE couplers

35000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Dimensions of pipe - i) Outside diameter)	-	300	-
5(Dimensions of pipe - ii) Wall thickness minimum)	-	300	-
6(Visual Appearance)	-	500	-
7.1(Hydraulic Characteristics - Quality test)	-	7000	-
7.1(Hydraulic Characteristics - Acceptance test)	-	1500	-
7.2(Reversion Test)	-	1000	-
7.3(Tensile Test- i) Tensile Strength)	-	1000	-
7.3(Tensile Test - ii)Elongation at Break)	-	1000	-
7.4(Fusion Compatibility Test- a) Quality test)	-	4500	-
7.4(Fusion Compatibility Test- b) Acceptance test)	-	2000	-
7.5(Density)	-	750	-
7.6(Melt Flow Rate)	-	1500	-
7.6(Melt Flow Rate)	-	0	-
4.2(Carbon black- a)carbon content)	-	1000	-
4.2(Carbon black- b) Dispersion of carbon black)	-	1000	-
7.6(Melt now Rate (MFR))	-	1500	-
7.5(Density)	-	0	-
7.4 Table-2(Fusion Compatibility Test)	-	0	-
7.3(Tensile Test)	-	0	-
7.2(Reversion Test)	-	0	-
7.1 Table -2(Hydraulic Characteristics)	-	0	-
6.1(VISUAL APPEARANCE)	-	0	-
5.1.2(Ovality)	-	300	-
5.1 table -1(DIMENSIONS OF PIPES)	-	300	-
4.3(Anti-oxidant)	-	0	-
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	0	-
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.’)	-	0	-
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.)	-	0	-
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.)	-	0	-
3(CLASSIFICATION OF PIPES)	-	0	-
4.1(Quick Coupled Male and Female Couplers)	-	1000	-
4.1(Quick Coupled Male and Female Couplers)	-	0	-
4.1.3(Workmanship and appearance)	-	500	-
4.1.4(Holding attachments for coupler parts)	-	500	-
6.1.3(Weldability Test- a) Quality test)	-	1500	-
6.1.3(Weldability Test- b) Acceptance test)	-	1500	-
3(Quick Coupled pipes)	-	1500	-
3(QUICK COUPLED PIPES)	-	0	-
4(QUICK COUPLED FITTINGS)	-	2000	-
4.1 (a)(Quick Coupled Male and Female Couplers)	-	0	-
4.1 (b)(HDPE couplers —)	-	2000	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Remarks)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Remarks)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Remarks)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Remarks)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Cr + Mn)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Cr + Mn)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Cr + Mn)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Nickel Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Lead Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Tin Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Aluminium Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Killed(Aluminium Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Si-Killed(Silicon Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Silicon Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Aluminium Content)	-	0	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	0	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	0	-
4.1 .1.2.1(HDPE couplers)	-	0	-
4.1 .1.2.2(HDPE couplers)	-	0	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	0	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	0	-
4.2.1(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.2(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.3(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.4(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.5(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.6(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	0	-
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4))	-	0	-
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5))	-	0	-
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6))	-	0	-
4.2.7(End caps Table 1 of IS 8008 (Part 9))	-	0	-
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3))	-	0	-
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	0	-
5.2(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	0	-
6.1(Quick Coupled Pipes and Fittings)	-	500	-
6.1.1, 6.1.1.1(Leakage Test)	-	0	-
6.1.1, 6.1.1.1(Leakage Test)	-	0	-
6.1.2, 6.1.2.1(Hydraulic Proof Test)	-	0	-
6.1.2.2(Hydraulic Proof Test)	-	0	-
6.1.2.2(Hydraulic Proof Test)	-	0	-
6.1.3, 6.1.3.1(Weldability Test)	-	0	-
6.1.3.1.1(Weldability Test)	-	0	-
6.1.3.2(Quick coupled fittings)	-	0	-
6.2, 6.2.1(Quick Coupled Fittings)	-	0	-
7.2.1(Visual and Workmanship Requirement)	-	0	-
6.2 b(Material Identification - Male & Female Coupler)	-	0	-
6.3.3(Material Identification - Insert Valve Coupler)	-	0	-
6.3.3(Material Identification - Insert Valve Coupler)	-	0	-
6.3.4()	-	0	-
6.3.5(Material Identification - Saddle)	-	0	-
6.3.5(Material Identification - Pipe Ends)	-	0	-
6.3.6(Quick Coupled Pump Connectors - Visual)	-	0	-
4.2(Metallic Couplers)	-	0	-
4.2(Metallic Couplers)	-	0	-
7.2.1(Leakage Test)	-	1500	-
Cl.4.1.3(Den sity Test)	-	750	-
Cl.4.1.3(MFR Test)	-	1500	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3(Thermal Stabi lity)	-	2500	-
Cl.4.1.3(Thermal Stabi lity)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	1500	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.4(Carbon Black Content)	-	1000	-
Cl.4.1.4(Carbon Black Content)	-	0	-
Cl.4.1.4(Carbon Black Content)	-	0	-
Cl.4.1.4(Carbon Black Di spersion)	-	1500	-
Cl.4.1.4(Carbon Black Di spersion)	-	0	-
Cl.4.1.4(Carbon Black Di spersion)	-	0	-
Cl.5(Di men sion)	-	0	-
Cl.5.1.l(Outside Diameter)	-	0	-
Cl.5.1.l(Outside Diameter)	-	0	-
Cl.6.2.L(Wall Thickness)	-	0	-
Cl.6.2.4(Workmanship and Appearance)	-	0	-
Cl.6.2.6(Rubber Ring Hardness)	-	0	-
Cl.6.2.6(Ageing Test)	-	0	-
Cl.7.1.l(Visual Anneara nce)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.3(Reversion Test)	-	0	-
Cl.7.1.3(Reversion Test)	-	0	-
Cl.7.1.4(Tensile Test)	-	0	-
Cl.7.1.4(Tensile Test)	-	0	-
Cl.7.1.4(Tensile Test)	-	0	-
Cl.7.1.4(Elongation)	-	0	-
Cl.7.1.4(Elongation)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.6(Corrected Density)	-	750	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.2(Cl.7.2.2)	-	0	-
Cl.7.2.3(Weld ability Test)	-	0	-
Cl.7.2.3(Weld ability Test)	-	0	-
6.2 (iii) Rubber Rings (a) Shore hardness(Shore hardness)	-	0	-
6.2 (iii) Rubber Rings (b) Accelerated Storage test(Accelerated Storage test)	-	0	-
5(Dimensions of pipe (outside diameter, ovality, wall thickness))	-	0	-
6.1(Thermal Stability (OIT))	-	0	-
6.1(Volatile Matter)	-	0	-
6.1(Water content)	-	0	-
6.1(Tensile strength at Yield & Elongation at break)	-	0	-
6.1(Carbon Black Content)	-	0	-
6.1(Carbon Black Dispersion)	-	0	-
6.2.1(Base Density x 2)	-	0	-
6.2.1(Melt Flow Index x 2)	-	0	-
6.2.1(Thermal Stability (OIT) x 2)	-	0	-
6.2.1(Volatile Matter x 2)	-	0	-
6.2.1(Water content x 2)	-	0	-
6.2.1(Carbon Black Content x 2)	-	0	-
6.2.1(Carbon Black Dispersion x 2)	-	0	-
6.2.1(Wall thickness of male & female coupler)	-	0	-
6.2.4(Workmanship and appearance (Visual))	-	0	-
6.2.5(Holding attachment for coupler parts)	-	0	-
6.2.5(Material Composition (Chemical Analysis))	-	0	-
4.2.2(Coating thickness (Hot dip Galvanized or Electroplated or Passivated or Powder Coated))	-	0	-
6.2.6(Material Identification (Chemical Analysis))	-	0	-
6.2.6(Color)	-	0	-
6.2.6(Rubber Ring Hardness Shore – A (Before Ageing))	-	0	-
6.2.6(Ageing Charges for rubber ring)	-	0	-
7.1.1(Visual appearance of pipes)	-	0	-
7.1.2(Hydraulic Characteristics)	-	0	-
7.1.2((a) Acceptance Test (48 hrs) / 80˚ C)	-	0	-
7.1.2((b) Type test ( 165 hrs) / 80˚ C)	-	0	-
7.1.3(Reversion)	-	0	-
7.1.4(Tensile strength & elongation)	-	0	-
7.1.5(Fusion Compatibility test)	-	0	-
7.1.5((a) Acceptance Test (48 hrs) / 80˚ C)	-	0	-
7.1.5((b) Type test ( 165 hrs) / 80˚ C)	-	0	-
7.1.6(Corrected Density)	-	0	-
7.1.6(Base Density)	-	0	-
7.1.6(Carbon black Content)	-	0	-
7.1.7(Melt Flow Rate (MFR))	-	0	-
7.2.1(Leakage test 1hour / 27°C)	-	0	-
7.2.2(Hydraulic Proof test 1hour / 27°C)	-	0	-
7.2.3((a) Acceptance Test (48 hrs) / 80˚ C)	-	0	-
7.2.3((b) Type test ( 165 hrs) / 80˚ C)	-	0	-
8(Supply of pipe (Visual))	-	0	-
4.1.1 (Table-1)(Density)	-	0	-
4.1.1 (Table-1)(Melt Flow Index)	-	0	-
4.1.1 (Table-1)(Oxidation Induction Time)	-	0	-
4.1.1 (Table-1)(Volatile Matter)	-	0	-
4.1.1 (Table-1)(Water content)	-	0	-
4.1.1 (Table-1)(Tensile strength at Yield & Elongation at break)	-	0	-
4.1.4(Carbon Black Content)	-	0	-
4.1.4(Carbon Black Dispersion)	-	0	-
4.1.1(Polyethylene material)	-	0	-
4.1.3, Table 1,(i)(Bass density)	-	0	-
4.1.3, Table 1,(ii)(Melt flow rate)	-	0	-
4.1.3, Table 1,(iii)(Thermal stability)	-	0	-
4.1.3, Table 1,(iv)(Volatile matter)	-	0	-
4.1.3, Table 1,(v)(Water content)	-	0	-
4.1.3, Table 1,(vi)(Minimum tensile strength at yield)	-	0	-
4.1.3, Table 1,(vii)(Minimum elongation at break)	-	0	-
4.1.4(The Carbon Content and Dispersion)	-	0	-
4.1.5(Carbon Black Specification)	-	0	-
4.1.6(Antioxidant)	-	0	-
4.1.7(Rework Material)	-	0	-
4.2(Metallic Couplers)	-	0	-
5.1, Table 1,(i)(Plain pipes)	-	300	-
5.1, Table 1,(ii)(90° Bends and tee)	-	0	-
5.1, Table 1,(iii)(Base pipe )	-	0	-
5.1, Table 1,(iv)(PCN)	-	0	-
5.1, Table 1,(v)(Reducers, ferrule reducers)	-	0	-
5.1, Table 1,(vi)(End caps, insert valve coupler, valve openers)	-	0	-
5.1, Table 1,(vii)(Riser pipe and socket)	-	0	-
7.1.1(Visual Appearance and Workmanship)	-	0	-
7.1.2(Hydraulic Performance Characteristic)	-	0	-
7.1.3(Reversion Test)	-	0	-
7.1.4(Tensile Test)	-	0	-
7.1.5(Fusion Compatibility Test)	-	0	-
7.1.6(Corrected Density)	-	0	-
7.1.7(Melt flow rate)	-	0	-
7.2.1(Leakage Test)	-	0	-
7.2.2(Hydraulic Proof Test)	-	0	-
7.3(Quick Couple Fitting)	-	0	-
10(Marking)	-	500	-
5.1.2(Squareness)	-	0	-
7.2.3(Weldability Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl 6.3.5, Table 5 Dimension of Quick Coupled Sprinkler Saddles (Foot Batten)(Table 5 Dimension of Quick Coupled Sprinkler Saddles (Foot Batten))	-	500	0

17 Mar, 2028

-
Exclusion: Cl 4.1.6 (Antioxidant), Cl 4.2.2 (Coating thickness (Hot dip Galvanized or Electroplated or Passivated or Powder Coated)), Cl 6.3.5 (Material Identification - Saddle)

IS 13592 (2013)

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

TYPE A&B, Size: 40 to 315 mm, All ends

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	300	ok
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)	-	3000	ok
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))	-	950	ok
Cl.7.1(Outside Diameter at any point (Take 8 reading reported minimum, maximum))	-	950	ok
Cl.7.1(Wall thickness "minimum,maximum" (Take 8 reading))	-	950	ok
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.)	-	950	ok
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.)	-	950	ok
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.)	-	950	ok
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.)	-	200	ok
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.)	-	1000	ok
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.)	-	1500	ok
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.)	-	2850	ok
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)	-	4000	ok
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	4000	ok
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.)	-	950	ok
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.)	-	1000	ok
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1900	ok
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.)	-	1900	ok
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	4750	ok
8.6(Effect on Water Test)	-	4750	ok
14(Marking)	-	300	ok

17 Mar, 2028

-
-

IS 15778 (2007)

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

Class 1/2/3, SDR:11/13.5/17, Nominal size:15 to 150 mm

99500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 Table 1(Classification of pipes)	-	0	NOT A TEST
6.2.1 Annex B(Chloride Content of Resin)	-	1900	OK
6.3(Compound Properties)	-	9500	OK
6.3.1 Annex B(Chloride content)	-	1900	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	28500	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	950	OK
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	950	OK
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	950	OK
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	950	OK
7.1.3 (Effective length)	-	950	OK
8(Pipe Ends)	-	950	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	0	OK
9.1(Visual Appearance)	-	285	OK
9.1(Visual Appearance)	-	285	OK
9.2 IS 12235 (Part 3)(Opacity)	-	2850	OK
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	1425	OK
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	1425	OK
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	1425	OK
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	1425	OK
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	1425	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) )	-	0	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')	-	0	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.)	-	4750	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.)	-	2850	OK
9.6 IS 12235(Part 14)(Density)	-	950	OK
10(Mechanical Properties)	-	0	OK
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	2850	OK
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	9500	OK
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	9500	OK
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	3500	-
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.)	-	2850	OK
10.4 IS 12235(Part 19)(Flattening Test)	-	1900	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. )	-	1900	OK
5 Table 1(Classification of pipes)	-	100	OK
6.2.1 Annex B(Chloride Content of Resin)	-	1900	OK
6.3(Compound Properties)	-	0	-
6.3.1 Annex B(Chloride content)	-	0	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	28500	OK
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	950	OK
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	950	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	950	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	950	-
7.1.3 (Effective length)	-	950	-
8.0(Pipe Ends)	-	950	OK
9.0(PHYSICAL AND 1CHARACTERISTICS)	-	0	OK
9.1(Visual Appearance)	-	200	OK
9.1(Visual Appearance)	-	200	OK
9.2 IS 12235 (Part 3)(Opacity)	-	2850	OK
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	1425	OK
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	1425	OK
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	1425	OK
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	1425	OK
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	1425	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) )	-	1425	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')	-	1425	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.)	-	4750	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.)	-	2850	OK
9.6 IS 12235(Part 14)(Density)	-	950	OK
10.0(Mechanical Properties)	-	0	OK
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	2850	OK
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	9500	OK
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	17100	OK
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	35000	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.)	-	2850	OK
10.4 IS 12235(Part 19)(Flattening Test)	-	1900	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. )	-	1900	OK
7.1.2(Wall Thickness (Maximum))	-	950	OK
7.1.1(Outside Diameter at any point (Maximum))	-	950	OK
6.3(K value Test)	-	9500	-
6.3.3(Density)	-	950	OK

17 Mar, 2028

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-

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

PE 63, 80, 100 PN 2 to 20 DN 16 to 355 SDR 41 to 6 mm

35000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.9 table-6(Elongation at Break)	-	1900	OK
8.8(Tensile Strength for Butt-fusion)	-	9500	OK
8.7(Density)	-	950	OK
8.5 (Oxidation Induction Time)	-	9500	OK
8.4( Melt Flow Rate)	-	1425	OK
8.2(Longitudinal Reversion Test)	-	1900	OK
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	1899	OK
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	1900	OK
7.4.1.2(Ovality)	-	475	OK
Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported))	-	950	OK
7.2(Length)	-	475	OK
6.2.1(6.1.1 Identification Stripes)	-	950	OK
6.2(Colour)	-	475	OK
6.1.4(PIPE DESCRIPTION)	-	0	THIS IS NOT A TEST
8.6(Overall migration)	-	4750	OK
5.3(d)(Carbon Black Master Batch)	-	0	NIL
5.3(c)(Carbon Black Master Batch)	-	0	NIL
5.3(b)(Carbon Black Master Batch)	-	0	NIL
5.3 (a)(Carbon Black Master Batch)	-	0	NIL
5.2(Polyethylene Resin)	-	4750	OK
8.3(Carbon black)	-	1425	OK
5.3(e)(Carbon Black Master Batch)	-	0	NIL
6, 6.1(PIPE DESCRIPTION)	-	0	THIS IS NOT A TEST
5.4(Anti oxydent)	-	0	NIL
5.2(Density)	-	950	OK
5.2(MFI @ 1900C/5.0 Kg)	-	1425	OK
5.2(Volatile matter Content)	-	1000	OK
5.3(Toluene Extract)	-	1375	OK
Clause 7.1(Visual Apperance)	-	0	OK
Clause 8.3(Carbon Black content)	-	1425	OK
Clause 8.3(Carbon Black Dispersion)	-	1425	OK
Clause 8.6(Overall migration (stimulate))	-	4750	OK
7.1(Visual Appearance)	-	0	OK
Cl. 8.3(Carbon Black Content)	-	1425	OK
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1425	OK
8.7(Density-IS 7328:2020)	-	950	OK
8.7(Corrected Density- IS 7328:2020)	-	950	OK
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	1900	OK
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	1900	OK
Cl 8.3(Carbon Black Content)	-	1425	OK
Cl 8.3(Carbon Black Dispersion)	-	1425	OK
Clause 8.6(Overall migration (surface of material))	-	4750	OK
7.3(Coiling)	-	0	OK
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	4000	OK
Cl. 8.3(Carbon Black Dispersion)	-	1425	OK
8.10(Slow Crack Growth Rate)	-	9500	OK
6.1.3 (PIPE DESCRIPTION)	-	0	NOT A TEST
6, 6.1.2(PIPE DESCRIPTION)	-	0	NOT A TEST
6, 6.1.1(PIPE DESCRIPTION)	-	0	NOT A TEST
5, 5.1 table-1(MATERIALS)	-	4750	OK
Clause 7.3(Coiling)	-	0	NOT A TEST
7()	-	0	NOT A TEST

17 Mar, 2028

-
Exclusion: Cl 5.4 (Anti oxydent), Cl 5.3 (a) (Carbon Black Master Batch), Cl 5.3(b) (Carbon Black Master Batch), Cl 5.3(c) (Carbon Black Master Batch), Cl 5.3(d) (Carbon Black Master Batch), Cl 5.3(e) (Carbon Black Master Batch)

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

Class 1 to 6,Size 20mm to 355 mm, Type A&B, All end

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.1(VCM Content)	-	5000	-
6.1.2(PVC Resin)	-	5000	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	800	Outside Diameter
10.1(Colour)	-	300	-
10.1(Surface Finish)	-	300	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	400	-
10.7(Sulphated Ash Content)	-	3000	-
5(CLASSIFICATION OF PIPES)	-	200	-
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))	-	800	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	800	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	800	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	800	Diameter at any Point
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	800	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	800	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	800	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	800	-
Cl- 7.2(Socket length (Take 4 reading & minimum will be reported))	-	800	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	800	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	800	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	800	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	800	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	800	-
8(SEALING RINGS)	-	800	-
9.1(PIPE ENDS)	-	800	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	400	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	400	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	3000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	4000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	14000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	4000	-
11.2(Resistance to External Blows at 0°C)	-	4000	-
10.3(Effect on Water Test)	-	5000	-
7.1.4(Length)	-	800	-
13.1(Marking)	-	300	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	-
7.2.1(DIMENSIONS-Socket)	-	800	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	800	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	800	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	800	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	800	-
7.2.1.2b(Maximum inner diameter of groove)	-	800	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	4500	-

17 Mar, 2028

-
-

Bureau of Indian Standards

The National Standards Body of India

AANKAN CALIBRATION AND TESTING CENTRE LLP, DANTLI

PLOT NO. B, LS NO. 193, DANTALI, Gandhinagar, Gujarat, 382721

9879564686 aankan.act@gmail.com

Scope List