BIS - LIMS (Laboratory Information Management System)

INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA

Plot No-248 , Ecotech - III, Udyog Kendra - II, GREATER NOIDA, Gautam Buddha Nagar, Uttar Pradesh, 201306

9999669383 itlnoida.labs@gmail.com

Scope List

Reset

92 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 17545 (2021)

WHITE CEMENT BASED POLYMERIC PUTTY

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(REQUIREMENTS)	-	0	-
4.5 , Table 1 , 1) , i)(Tensile adhesion strength (avg. of min 3 readings) @14 days, N/mm2 , Min)	-	3000	-
4.5 , Table 1 , 1) , ii)(Water retentivity, percent, min)	-	3000	-
4.5 , Table 1 , 1) , iii)(Setting time Initial, Min Final, Max)	-	5000	-
4.5 , Table 1 , 1) , iv)(Polymer content (based on loss on ignition), percent by mass, Min)	-	5000	-
4.5 , Table 1 , 1) , v)(Degree of whiteness, percent, Min)	-	3000	-
4.5 , Table 1 , 1) , vi)(Cement content, percent, Min)	-	3000	-
4.6 , Table 2 , 1) , i)(Compressive strength, 28 days, Min)	-	5000	-
5(PACKING AND MARKING)	-	0	-

15 Aug, 2028

-
Included w.e.f. 02.09.2024

IS 3087 (2005)

Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification

17000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	500	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1))	-	500	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2))	-	500	-
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS)	-	500	-
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS)	-	500	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	500	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	500	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	500	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	500	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	500	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	500	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	500	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	500	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	500	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1))	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2))	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS)	-	500	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS)	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer))	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1))	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2))	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS)	-	500	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS)	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1))	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2))	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS)	-	500	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS)	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	500	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	500	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	1000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	1000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	1000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS)	-	1000	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS)	-	1000	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer))	-	1000	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1))	-	1000	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2))	-	1000	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS)	-	1000	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT)	-	1000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	1000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	1000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2))	-	1000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS)	-	1000	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT)	-	1000	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer))	-	1000	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1))	-	1000	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2))	-	1000	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS)	-	1000	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT)	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1))	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2))	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS)	-	1000	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT)	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1))	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2))	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS)	-	1000	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT)	-	1000	-
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2))	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS)	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
7(Finish)	-	200	-
8.3(Dimensional Tolerances)	-	1000	-
9.2, 11.4(Moisture content)	-	500	-
11.10(screw withdrawal strength)	-	1000	-
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2))	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS)	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2))	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS)	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
7(Finish)	-	0	-
8.3(Dimensional Tolerances)	-	0	-
9.2, 11.4(Moisture content)	-	0	-
11.10(screw withdrawal strength)	-	0	-
Cl-9.6(Workability)	-	0	-
Cl-9.7 (Amendment No-5)(Formaldehyde Content/Emission, Fc)	-	500	-
Cl-9.7.2 (Amendment No-5)(Steady State Formaldehyde Emission Value)	-	500	-
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2))	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS)	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Single Layer))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1))	-	0	-
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2))	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS)	-	0	-
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	0	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2))	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS)	-	0	-
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	0	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2))	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS)	-	0	-
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2))	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS)	-	0	-
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT)	-	0	-
7(Finish)	-	0	-
8.3(Dimensional Tolerances)	-	0	-
9.2, 11.4(Moisture content)	-	0	-
11.10(screw withdrawal strength)	-	0	-
Cl-9.6(Workability)	-	0	-
Cl-9.7 (Amendment No-5)(Formaldehyde Content/Emission, Fc)	-	0	-
Cl-12 (Amendment No 1)(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
Cl-9.7.2 (Amendment No-5)(Steady State Formaldehyde Emission Value)	-	0	Test Facility is not available.

15 Aug, 2028

-
Included w.e.f 18.12.2024 Exclusion : Cl-9.7.2 (Amendment No-5) (Steady State Formaldehyde Emission Value)

IS 848 (2006)

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

6967.50 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 Table (i)(BWP (BOiling WaterProof))	-	1500	-
4 Table (i)(BWR (Boiling Water Resistant))	-	1500	-
4 Table (i)(MR (Moisture Ressistant))	-	1500	-
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	1500	-
7.4(Acidity and Alkalinity ( pH))	-	1500	-
4 Table (i)(BWP (BOiling WaterProof))	-	0	-
4 Table (i)(BWR (Boiling Water Resistant))	-	0	-
4 Table (i)(MR (Moisture Ressistant))	-	0	-
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	0	-
7.4(Acidity and Alkalinity ( pH))	-	0	-

15 Aug, 2028

-
Included w.e.f. 25.07.2024

IS 2202 : Part 1 (2023)

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

20000 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)	-	500	-
11.1(Dimensions - Width)	-	500	-
11.1(Dimensions - Thickness)	-	500	-
11.1(Dimensions - Variation in thickness)	-	500	-
11.1(Dimensions - Squareness)	-	500	-
11.12(End immersion test)	-	1500	-
11.13(Knife Test)	-	1500	-
11.14(Glue Adhesion Test)	-	2000	-
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)	-	500	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	500	-
11.4(Impact Indentation Test)	-	1500	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	1000	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	1000	-
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)	-	2000	-
11.8(Buckling Test)	-	1000	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.9.2(Slamming Test)	-	1500	-
11.9.3(Slamming Test)	-	1500	-
11.10(Misuse Test)	-	2500	-
11.11(Varying Humidity Test)	-	2000	-
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	-
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	-
Clause 6.2.1(Plywood)	-	0	-
Clause 6.2.2(Decorative plywood)	-	0	-
Clause 6.3(Cross-Bands)	-	0	-
Clause 6.4.1(Commercial Face Veneers)	-	0	-
Clause 6.4.2(Decorative Face Veneers)	-	0	-
Clause 6.6.1(Adhesives)	-	0	-
Clause 6.7(Particle Board)	-	0	-
Clause 6.8(Medium density fibre board)	-	0	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	0	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	0	-
Clause 7.3(Stiles and Rails)	-	0	-
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)	-	500	-
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	-
11.8(Buckling 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 )	-	0	-
9.1(Workmanship & Finish)	-	0	-
9.2(Workmanship & Finish)	-	0	-
9.3(Workmanship & Finish)	-	0	-
11.1(Dimensions - Height)	-	0	-
11.1(Dimensions - Width)	-	0	-
11.1(Dimensions - Thickness)	-	0	-
11.1(Dimensions - Variation in thickness)	-	0	-
11.1(Dimensions - Squareness)	-	0	-
11.12(End immersion test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
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)	-	0	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7.1(Shock Resistance Test)	-	0	-
11.7.2(Shock Resistance Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.9.2(Slamming Test)	-	0	-
11.9.3(Slamming Test)	-	0	-
11.10(Misuse Test)	-	0	-
11.11(Varying Humidity 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	-
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	-
Clause 6.2.1(Plywood)	-	0	-
Clause 6.2.2(Decorative plywood)	-	0	-
Clause 6.3(Cross-Bands)	-	0	-
Clause 6.4.1(Commercial Face Veneers)	-	0	-
Clause 6.4.2(Decorative Face Veneers)	-	0	-
Clause 6.6.1(Adhesives)	-	0	-
Clause 6.7(Particle Board)	-	0	-
Clause 6.8(Medium density fibre board)	-	0	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	0	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	0	-
Clause 7.3(Stiles and Rails)	-	0	-
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	-
11.8(Buckling 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 )	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
9.1(Workmanship & Finish)	-	0	-
9.2(Workmanship & Finish)	-	0	-
9.3(Workmanship & Finish)	-	0	-
11.1(Dimensions - Height)	-	0	-
11.1(Dimensions - Width)	-	0	-
11.1(Dimensions - Thickness)	-	0	-
11.1(Dimensions - Variation in thickness)	-	0	-
11.1(Dimensions - Squareness)	-	0	-
11.12(End immersion test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
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)	-	0	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7.1(Shock Resistance Test)	-	0	-
11.7.2(Shock Resistance Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.9.2(Slamming Test)	-	0	-
11.9.3(Slamming Test)	-	0	-
11.10(Misuse Test)	-	0	-
11.11(Varying Humidity 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	-
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	-
Clause 6.2.1(Plywood)	-	0	-
Clause 6.2.2(Decorative plywood)	-	0	-
Clause 6.3(Cross-Bands)	-	0	-
Clause 6.4.1(Commercial Face Veneers)	-	0	-
Clause 6.4.2(Decorative Face Veneers)	-	0	-
Clause 6.6.1(Adhesives)	-	0	-
Clause 6.7(Particle Board)	-	0	-
Clause 6.8(Medium density fibre board)	-	0	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	0	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	0	-
Clause 7.3(Stiles and Rails)	-	0	-
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	-
11.8(Buckling 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 )	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-

15 Aug, 2028

-
Included w.e.f. 24.07.2024

IS 4246 (2002)

Domestic gas stoves for use with liquefied petroleum gases - Specification (Fifth Revision)

18000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.24(Annexure E)(on no account the carbon monoxidel carbon dioxide ratio of the exhaust gases of any burner. operating at any consumption at which the burner is stable at gas inlet pressure from 2452 kN/m2 to 3432 kN/m2 (25 gf/cm2 to 35 gf/cm2), exceed 0.02.)	-	500	-
Cl.23(There shall be no extinction of the flames on any of the burners operating at maximum consumption when the appliance is placed in a general (not localized) current of air with a velocity of 2 m/s, as measured with a rotating vane anemometer. The location of the appliance relative to neighboring walls and the direction of the draught shall be varied to correspond to likely conditions of appliance installation. This applies for all pressures from 2452 kN/m2 to 3432 kN/m2 (25 gf/cm2 to 35 gf/cm2).)	-	500	-
24 (Annex - E)(Combustion (CO and CO2 ratio))	-	500	-
4.1(Requirement)	-	500	-
5(Materials)	-	2000	-
6(Design for Maintenance)	-	500	-
7(Rigidity and Stability)	-	500	-
8(Workmanship and Finish)	-	500	-
9(Gas Taps)	-	2000	-
10(Injector Jets)	-	1500	-
11(Burners)	-	500	-
12(Burner Pan Supports)	-	500	-
13.1(Gas Soundness)	-	500	-
13.2(Gas Leak Detector)	-	500	-
14(Gas Inlet Connections)	-	2000	-
15(Strength and Rigidity)	-	500	-
16(General Conditions of Test)	-	500	-
17.1.1(Gas Consumption)	-	500	-
18(Ignition and Flame Travel)	-	500	-
19(Flame Stability)	-	500	-
20(Noise Control)	-	500	-
21(Flash Back)	-	500	-
22(Formation of Soot)	-	500	-
23(Resistance to Draught)	-	500	-
24(Combustion)	-	500	-
25(Fire Hazard and Limiting Temperature)	-	1000	-
26(Thermal Efficiency)	-	3000	-
27.1(Type Tests)	-	100	-
27.2(Routine Tests)	-	100	-
29(Marking)	-	500	-
30(Packing)	-	100	-
24 (Annex - E)(Combustion (CO and CO2 ratio))	-	0	-
4.1(Requirement)	-	0	-
5(Materials)	-	0	-
6(Design for Maintenance)	-	0	-
7(Rigidity and Stability)	-	0	-
8(Workmanship and Finish)	-	0	-
9(Gas Taps)	-	0	-
10(Injector Jets)	-	0	-
11(Burners)	-	0	-
12(Burner Pan Supports)	-	0	-
13.1(Gas Soundness)	-	0	-
13.2(Gas Leak Detector)	-	0	-
14(Gas Inlet Connections)	-	0	-
15(Strength and Rigidity)	-	0	-
16(General Conditions of Test)	-	0	-
17.1.1(Gas Consumption)	-	0	-
18(Ignition and Flame Travel)	-	0	-
19(Flame Stability)	-	0	-
20(Noise Control)	-	0	-
21(Flash Back)	-	0	-
22(Formation of Soot)	-	0	-
23(Resistance to Draught)	-	0	-
24(Combustion)	-	0	-
25(Fire Hazard and Limiting Temperature)	-	0	-
26(Thermal Efficiency)	-	0	-
27.1(Type Tests)	-	0	-
27.2(Routine Tests)	-	0	-
29(Marking)	-	0	-
30(Packing)	-	0	-
24 (Annex - E)(Combustion (CO and CO2 ratio))	-	0	-
4.1(Requirement)	-	0	-
5(Materials)	-	0	-
6(Design for Maintenance)	-	0	-
7(Rigidity and Stability)	-	0	-
8(Workmanship and Finish)	-	0	-
9(Gas Taps)	-	0	-
10(Injector Jets)	-	0	-
11(Burners)	-	0	-
12(Burner Pan Supports)	-	0	-
13.1(Gas Soundness)	-	0	-
13.2(Gas Leak Detector)	-	0	-
14(Gas Inlet Connections)	-	0	-
15(Strength and Rigidity)	-	0	-
16(General Conditions of Test)	-	0	-
17.1.1(Gas Consumption)	-	0	-
18(Ignition and Flame Travel)	-	0	-
19(Flame Stability)	-	0	-
20(Noise Control)	-	0	-
21(Flash Back)	-	0	-
22(Formation of Soot)	-	0	-
23(Resistance to Draught)	-	0	-
24(Combustion)	-	0	-
25(Fire Hazard and Limiting Temperature)	-	0	-
26(Thermal Efficiency)	-	0	-
27.1(Type Tests)	-	0	-
27.2(Routine Tests)	-	0	-
29(Marking)	-	0	-
30(Packing)	-	0	-

15 Aug, 2028

-
Included w.e.f. 20.11.2024

IS 710 (2010)

Marine plywood - Specification (Second Revision)

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.1(MARKING)	-	250	-
7.1(WORKMANSHIP AND FINISH )	-	500	-
7.2(WORKMANSHIP AND FINISH )	-	500	-
7.3(WORKMANSHIP AND FINISH )	-	500	-
7.5(WORKMANSHIP AND FINISH )	-	500	-
6.1(DIMENSIONS)	-	500	-
6.1(DIMENSIONS)	-	500	-
6.2(DIMENSIONS)	-	500	-
6.3(DIMENSIONS)	-	500	-
6.3(DIMENSIONS)	-	500	-
9.1.1(MOISTURE CONTENT)	-	700	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	750	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	750	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	1000	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	1000	-
9.1.5(Mycological test)	-	1000	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	1000	-
9.1.5 , 9.1.3.1.2(Mycological test)	-	1000	-
9.1.4(Tensile strength)	-	800	-
9.1.6 (Table 3)(Static bending strength)	-	500	-
9.1.6 (Table 3)(Static bending strength)	-	500	-
9.1.7 (Table 4)(Wet bending strength)	-	1000	-
9.1.7 (Table 4)(Wet bending strength)	-	1000	-
9.1.8(Retention of preservative)	-	2000	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	700	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average))	-	700	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	700	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average))	-	700	-
Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	700	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average))	-	700	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	700	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average))	-	700	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	700	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-	700	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	700	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-	700	-
Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	700	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-	700	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	700	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-	700	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions))	-	700	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain))	-	700	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain))	-	700	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual))	-	1000	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average))	-	1000	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual))	-	1000	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average))	-	1000	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual))	-	700	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average ))	-	700	-
11.2(MARKING)	-	0	-
cl.5.1(manufacture - Veneers)	-	0	-
cl.5.1(manufacture - Veneers - moisture content)	-	0	-
cl.5.1.1(manufacture - Veneers - Defects in Veneers)	-	0	-
cl.5.2.2(Assembly - Thickness of Veneers)	-	0	-
11.1(MARKING)	-	0	-
7.1(WORKMANSHIP AND FINISH )	-	0	-
7.2(WORKMANSHIP AND FINISH )	-	0	-
7.3(WORKMANSHIP AND FINISH )	-	0	-
7.5(WORKMANSHIP AND FINISH )	-	0	-
6.1(DIMENSIONS)	-	0	-
6.1(DIMENSIONS)	-	0	-
6.2(DIMENSIONS)	-	0	-
6.3(DIMENSIONS)	-	0	-
6.3(DIMENSIONS)	-	0	-
9.1.1(MOISTURE CONTENT)	-	0	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	0	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	0	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	0	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	0	-
9.1.5(Mycological test)	-	0	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	0	-
9.1.5 , 9.1.3.1.2(Mycological test)	-	0	-
9.1.4(Tensile strength)	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	0	-
9.1.8(Retention of preservative)	-	0	-
11.2(MARKING)	-	0	-
cl.5.1(manufacture - Veneers)	-	0	-
cl.5.1(manufacture - Veneers - moisture content)	-	0	-
cl.5.1.1(manufacture - Veneers - Defects in Veneers)	-	0	-
cl.5.2.2(Assembly - Thickness of Veneers)	-	0	-
11.1(MARKING)	-	0	-
7.1(WORKMANSHIP AND FINISH )	-	0	-
7.2(WORKMANSHIP AND FINISH )	-	0	-
7.3(WORKMANSHIP AND FINISH )	-	0	-
7.5(WORKMANSHIP AND FINISH )	-	0	-
6.1(DIMENSIONS)	-	0	-
6.1(DIMENSIONS)	-	0	-
6.2(DIMENSIONS)	-	0	-
6.3(DIMENSIONS)	-	0	-
6.3(DIMENSIONS)	-	0	-
9.1.1(MOISTURE CONTENT)	-	0	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	0	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	0	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	0	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	0	-
9.1.5(Mycological test)	-	0	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	0	-
9.1.5 , 9.1.3.1.2(Mycological test)	-	0	-
9.1.4(Tensile strength)	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	0	-
9.1.8(Retention of preservative)	-	0	-
11.2(MARKING)	-	0	-
cl.5.1(manufacture - Veneers)	-	0	-
cl.5.1(manufacture - Veneers - moisture content)	-	0	-
cl.5.1.1(manufacture - Veneers - Defects in Veneers)	-	0	-
cl.5.2.2(Assembly - Thickness of Veneers)	-	0	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
11.1(MARKING)	-	0	-
7.1(WORKMANSHIP AND FINISH )	-	0	-
7.2(WORKMANSHIP AND FINISH )	-	0	-
7.3(WORKMANSHIP AND FINISH )	-	0	-
7.5(WORKMANSHIP AND FINISH )	-	0	-
6.1(DIMENSIONS)	-	0	-
6.1(DIMENSIONS)	-	0	-
6.2(DIMENSIONS)	-	0	-
6.3(DIMENSIONS)	-	0	-
6.3(DIMENSIONS)	-	0	-
9.1.1(MOISTURE CONTENT)	-	0	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	0	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	0	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	0	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	0	-
9.1.5(Mycological test)	-	0	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	0	-
9.1.5 , 9.1.3.1.2(Mycological test)	-	0	-
9.1.4(Tensile strength)	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	0	-
9.1.8(Retention of preservative)	-	0	-
11.2(MARKING)	-	0	-
cl.5.1(manufacture - Veneers)	-	0	-
cl.5.1(manufacture - Veneers - moisture content)	-	0	-
cl.5.1.1(manufacture - Veneers - Defects in Veneers)	-	0	-
cl.5.2.2(Assembly - Thickness of Veneers)	-	0	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-

15 Aug, 2028

-
Included w.e.f. 25.07.2024

IS 12823 (2015)

Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision )

Grade I,Grade II

20500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4(Grades & Types)	-	250	-
Cl 6(Manufacture)	-	250	-
Cl 7(Finish)	-	250	-
Cl 8(Dimensions & Tolerances)	-	250	-
Cl 10.2(Test For Density)	-	500	-
Cl 10.3(Test For Moisture Content)	-	300	-
Cl 10.4(For Water AbsorptionTest )	-	300	-
Cl 10.5(For Swelling in water Test )	-	500	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	800	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	600	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	600	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	600	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	250	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	250	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	250	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	250	-
Cl 4(Grades & Types)	-	250	-
Cl 6(Manufacture)	-	250	-
Cl 7(Finish)	-	250	-
Cl 8(Dimensions & Tolerances)	-	250	-
Cl 10.2(Test For Density)	-	500	-
Cl 10.3(Test For Moisture Content)	-	600	-
Cl 10.4(For Water AbsorptionTest )	-	300	-
Cl 10.5(For Swelling in water Test )	-	600	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	600	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	600	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	600	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	500	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	250	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	400	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	250	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	250	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	250	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	250	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	500	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	250	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	500	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	600	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	600	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	600	-
Cl 10.5(For Swelling in water Test )	-	500	-
Cl 10.4(For Water AbsorptionTest )	-	300	-
Cl 10.3(Test For Moisture Content)	-	300	-
Cl 10.2(Test For Density)	-	500	-
Cl 8(Dimensions & Tolerances)	-	500	-
Cl 7(Finish)	-	250	-
Cl 6(Manufacture)	-	250	-
Cl 4(Grades & Types)	-	500	-
Cl 10.15(Test for Formaldehyde Content/Emission)	-	500	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	500	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	100	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	100	-
Cl 4(Grades & Types)	-	0	-
Cl 6(Manufacture)	-	0	-
Cl 7(Finish)	-	0	-
Cl 8(Dimensions & Tolerances)	-	0	-
Cl 10.2(Test For Density)	-	0	-
Cl 10.3(Test For Moisture Content)	-	0	-
Cl 10.4(For Water AbsorptionTest )	-	0	-
Cl 10.5(For Swelling in water Test )	-	0	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	0	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	0	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	0	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	0	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	0	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	0	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	0	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	0	-
Cl 4(Grades & Types)	-	0	-
Cl 6(Manufacture)	-	0	-
Cl 7(Finish)	-	0	-
Cl 8(Dimensions & Tolerances)	-	0	-
Cl 10.2(Test For Density)	-	0	-
Cl 10.3(Test For Moisture Content)	-	0	-
Cl 10.4(For Water AbsorptionTest )	-	0	-
Cl 10.5(For Swelling in water Test )	-	0	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	0	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	0	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	0	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	0	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	0	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	0	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	0	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	0	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	0	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	0	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	0	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	0	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	0	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	0	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	0	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	0	-
Cl 10.5(For Swelling in water Test )	-	0	-
Cl 10.4(For Water AbsorptionTest )	-	0	-
Cl 10.3(Test For Moisture Content)	-	0	-
Cl 10.2(Test For Density)	-	0	-
Cl 8(Dimensions & Tolerances)	-	0	-
Cl 7(Finish)	-	0	-
Cl 6(Manufacture)	-	0	-
Cl 4(Grades & Types)	-	0	-
Cl 10.15(Test for Formaldehyde Content/Emission)	-	0	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	0	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	0	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	0	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Cl 4(Grades & Types)	-	0	-
Cl 6(Manufacture)	-	0	-
Cl 7(Finish)	-	0	-
Cl 8(Dimensions & Tolerances)	-	0	-
Cl 10.2(Test For Density)	-	0	-
Cl 10.3(Test For Moisture Content)	-	0	-
Cl 10.4(For Water AbsorptionTest )	-	0	-
Cl 10.5(For Swelling in water Test )	-	0	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	0	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	0	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	0	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	0	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	0	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	0	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	0	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	0	-
Cl 4(Grades & Types)	-	0	-
Cl 6(Manufacture)	-	0	-
Cl 7(Finish)	-	0	-
Cl 8(Dimensions & Tolerances)	-	0	-
Cl 10.2(Test For Density)	-	0	-
Cl 10.3(Test For Moisture Content)	-	0	-
Cl 10.4(For Water AbsorptionTest )	-	0	-
Cl 10.5(For Swelling in water Test )	-	0	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	0	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	0	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	0	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	0	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	0	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	0	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	0	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	0	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	0	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	0	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	0	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	0	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	0	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	0	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	0	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	0	-
Cl 10.5(For Swelling in water Test )	-	0	-
Cl 10.4(For Water AbsorptionTest )	-	0	-
Cl 10.3(Test For Moisture Content)	-	0	-
Cl 10.2(Test For Density)	-	0	-
Cl 8(Dimensions & Tolerances)	-	0	-
Cl 7(Finish)	-	0	-
Cl 6(Manufacture)	-	0	-
Cl 4(Grades & Types)	-	0	-
Cl 10.15(Test for Formaldehyde Content/Emission)	-	0	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	0	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	0	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	0	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Cl 4(Grades & Types)	-	0	-
Cl 6(Manufacture)	-	0	-
Cl 7(Finish)	-	0	-
Cl 8(Dimensions & Tolerances)	-	0	-
Cl 10.2(Test For Density)	-	0	-
Cl 10.3(Test For Moisture Content)	-	0	-
Cl 10.4(For Water AbsorptionTest )	-	0	-
Cl 10.5(For Swelling in water Test )	-	0	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	0	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	0	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	0	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	0	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	0	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	0	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	0	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	0	-
Cl 4(Grades & Types)	-	0	-
Cl 6(Manufacture)	-	0	-
Cl 7(Finish)	-	0	-
Cl 8(Dimensions & Tolerances)	-	0	-
Cl 10.2(Test For Density)	-	0	-
Cl 10.3(Test For Moisture Content)	-	0	-
Cl 10.4(For Water AbsorptionTest )	-	0	-
Cl 10.5(For Swelling in water Test )	-	0	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	0	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	0	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	0	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	0	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	0	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	0	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	0	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	0	-
Cl 10.14 & Annex G( Test For Resistance to Stain)	-	0	-
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn)	-	0	-
Cl 10.12 & Annex E( Test For Crack Resistance)	-	0	-
Cl 10.11 & Annex D( Test For Resistance to Steam)	-	0	-
Cl 10.9(Test For Screw Withdrawal Strength)	-	0	-
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test)	-	0	-
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface)	-	0	-
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture)	-	0	-
Cl 10.5(For Swelling in water Test )	-	0	-
Cl 10.4(For Water AbsorptionTest )	-	0	-
Cl 10.3(Test For Moisture Content)	-	0	-
Cl 10.2(Test For Density)	-	0	-
Cl 8(Dimensions & Tolerances)	-	0	-
Cl 7(Finish)	-	0	-
Cl 6(Manufacture)	-	0	-
Cl 4(Grades & Types)	-	0	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	0	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	0	-
Cl 10.10 & Annex C( Test For Abrasion Resistance)	-	0	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-

15 Aug, 2028

-
Included w.e.f 18.12.2024 Exclusion : Cl 10.15.2 Steady state formaldehyde emission

IS 12406 (2021)

Medium density fibre boards for general purpose - Specification

Solid Board Grade I, Solid Board Grade II,SBG I,SBG II

21000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 5.2, 9 and 10.2.2(Density)	-	2000	-
Clauses 5.2, 9 and 10.2.2(Density)	-	2000	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	2000	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	1000	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	1500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	1500	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	2500	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	1500	-
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	0	Exclusion
8(DIMENSIONS AND TOLERANCES)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Density)	-	0	-
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)	-	0	-
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)	-	0	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	0	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	0	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	0	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	0	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	0	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	0	-
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)	-	0	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Clauses 5.2, 9 and 10.2.2(Density)	-	0	-
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)	-	0	-
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)	-	0	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	0	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	0	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	0	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	0	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	0	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	0	-
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)	-	0	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Clauses 5.2, 9 and 10.2.2(Density)	-	0	-
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)	-	0	-
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)	-	0	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	0	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	0	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	0	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	0	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	0	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	0	-
8(DIMENSIONS AND TOLERANCES)	-	0	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	0	-
Cl 7(Finish)	-	100	-

15 Aug, 2028

-
Included w.e.f 04.03.2025 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 5509 (2021)

Fire Retardant Plywood - Specification ( Third Revision )

BWR

12800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.3 (Table 1)(b) 6 mm and above)	-	500	-
4.1(Flame retardant chemicals)	-	200	-
4.2(Flame retardant and preservative treatment)	-	500	-
4.3(Treatment)	-	500	-
5(PREPARATION FOR TREATMENT)	-	500	-
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture)	-	400	-
6.1.2(Soaking Treatment)	-	300	-
6.2(Choice of Treatment)	-	200	-
7(CONDITIONING AFTER TREATMENT)	-	300	-
8.1(Dimensions)	-	500	-
8.2(Thickness)	-	200	-
8.3, Taable-1 (i)(Tolerance- Length)	-	200	-
9(WORKMANSHIP AND FINISH)	-	200	-
10(SAMPLING AND CRITERIA FOR CONFORMITY)	-	200	-
11 (a)(For flammability)	-	1200	-
11 (b)(For flame penetration)	-	1200	-
11 (c)(For rate of burning)	-	1200	-
12.1 Table - 2 (i)(Moisture content, percent, Max)	-	300	-
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min)	-	1200	-
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min)	-	1200	-
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min)	-	1200	-
12.2(Other Tests)	-	500	-
14(Marking)	-	100	-
8.3 (Table 1)(b) 6 mm and above)	-	0	-
4.1(Flame retardant chemicals)	-	0	-
4.2(Flame retardant and preservative treatment)	-	0	-
4.3(Treatment)	-	0	-
5(PREPARATION FOR TREATMENT)	-	0	-
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture)	-	0	-
6.1.2(Soaking Treatment)	-	0	-
6.2(Choice of Treatment)	-	0	-
7(CONDITIONING AFTER TREATMENT)	-	0	-
8.1(Dimensions)	-	0	-
8.2(Thickness)	-	0	-
8.3, Taable-1 (i)(Tolerance- Length)	-	0	-
9(WORKMANSHIP AND FINISH)	-	0	-
10(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
11 (a)(For flammability)	-	0	-
11 (b)(For flame penetration)	-	0	-
11 (c)(For rate of burning)	-	0	-
12.1 Table - 2 (i)(Moisture content, percent, Max)	-	0	-
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min)	-	0	-
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min)	-	0	-
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min)	-	0	-
12.2(Other Tests)	-	0	-
14(Marking)	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
8.3 (Table 1)(b) 6 mm and above)	-	0	-
4.1(Flame retardant chemicals)	-	0	-
4.2(Flame retardant and preservative treatment)	-	0	-
4.3(Treatment)	-	0	-
5(PREPARATION FOR TREATMENT)	-	0	-
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture)	-	0	-
6.1.2(Soaking Treatment)	-	0	-
6.2(Choice of Treatment)	-	0	-
7(CONDITIONING AFTER TREATMENT)	-	0	-
8.1(Dimensions)	-	0	-
8.2(Thickness)	-	0	-
8.3, Taable-1 (i)(Tolerance- Length)	-	0	-
9(WORKMANSHIP AND FINISH)	-	0	-
10(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
11 (a)(For flammability)	-	0	-
11 (b)(For flame penetration)	-	0	-
11 (c)(For rate of burning)	-	0	-
12.1 Table - 2 (i)(Moisture content, percent, Max)	-	0	-
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min)	-	0	-
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min)	-	0	-
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min)	-	0	-
12.2(Other Tests)	-	0	-
14(Marking)	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-

15 Aug, 2028

-
Included w.e.f. 25.07.2024

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

BWP/ MR

7550 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	500	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	500	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	500	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	500	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	500	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	500	-
9.2.3(Adhesion of Plies - Annexure H)	-	500	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	350	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	300	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	200	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	200	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	200	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	200	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	200	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	200	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	200	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	100	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	100	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	100	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	200	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	200	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	100	-
cl. 11(marking)	-	100	-
cl. 11.1(marking - BIS certification marking)	-	100	-
9.2.6(Spot test - Annexure L)	-	0	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	0	-
cl. 11(marking)	-	0	-
cl. 11.1(marking - BIS certification marking)	-	0	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
9.2.6(Spot test - Annexure L)	-	0	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	0	-
cl. 11(marking)	-	0	-
cl. 11.1(marking - BIS certification marking)	-	0	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-

15 Aug, 2028

-
Included w.e.f. 24.07.2024

IS 303 (1989)

Plywood for General Purposes -

BWR and MR

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	200	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	200	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	200	-
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	200	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	200	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	200	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	200	-
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	200	-
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only])	-	1500	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-	1000	-
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-	1200	-
11.3(Moisture Content - Part 1 of IS 1734)	-	500	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	200	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	100	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	100	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	100	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	100	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	100	-
9(Workmanship and Finish - Cl.9, 8.3, Annexure C)	-	100	-
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2)	-	500	-
5.1(Type - For BB Type)	-	100	-
5.1(Type - For AB Type)	-	100	-
5.1(Type - For AA Type)	-	100	-
4(Grade - For MR grade)	-	100	-
4(Grade - For BWR grade)	-	100	-
cl. 13.1(marking)	-	100	-
cl. 13.2(marking)	-	100	-
cl. 13.1(marking)	-	0	-
cl. 13.2(marking)	-	0	-
Cl-12 (Amendment No-2 OF IS 303)(OPTIONAL REQUIREMENT FOR ECO MARK)	-	0	-
cl. 13.1(marking)	-	0	-
cl. 13.2(marking)	-	0	-
Cl-12 (Amendment No-2 OF IS 303)(OPTIONAL REQUIREMENT FOR ECO MARK)	-	0	-
cl. 13.1(marking)	-	0	-
cl. 13.2(marking)	-	0	-
Cl-12 (Amendment No-2 OF IS 303)(OPTIONAL REQUIREMENT FOR ECO MARK)	-	0	-

15 Aug, 2028

-
Included w.e.f. 24.07.2024

IS 9968 : Part 1 (1988)

Specification for elastomer insulatedcables: Part 1 for working voltages up to and including 1100 volts (First Revision)

Class 1, Class 2, Class5

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1( Copper Cooduetor)	-	250	-
3.2(Aluminium conductor)	-	350	-
4.1(INSULATION : lnsulation for General Service)	-	500	-
4.2(INSULATION : Heat Resisting insulation)	-	250	-
4.3(INSULATION : Silicone Rubber Insulation)	-	250	-
5.1(TAPE : Proofed Tape)	-	250	-
5.2(TAPE : 2 Polyethyl_ Terephthalate ( PETP ) Tape or Plastic: Tape or Any Other SlIIitable Tape )	-	250	-
5.3(TAPE : Giass Tape)	-	200	-
6.1(FILLERS : )	-	250	-
7.1(BRAID : Textile Braid)	-	250	-
7.2(BRAID : Glass Braid )	-	250	-
8.1(SHEATH : General Service Insulated Cables and Flexible Cords)	-	300	-
8.2(SHEATH :Heat Resisting Insulated Cables)	-	100	-
9.1(PresenRtive Compound)	-	100	-
9.2(Varnish)	-	500	-
10( Conductor )	-	200	-
11(Separator tape)	-	200	-
12.2(Insulation : Thickness of Insufatien)	-	200	-
12.4(Insulation : Allplication of Insulation)	-	200	-
13(CORE IDENTiFICATlON)	-	200	-
14(Tape)	-	200	-
15(BRAIDING)	-	100	-
16(COMPOUNDING AND VARNISHING)	-	100	-
17(LAYING UP OF CORES)	-	100	-
18( Binder tape)	-	100	-
19.2(Sheath : Thickness of Sheath)	-	100	-
19.4( Sheath :Colour)	-	100	-
20( Overall diameter)	-	100	-
21. (a)(Persulphate tests (for copper))	-	500	-
21. (b)(Annealing Test (for coper))	-	250	-
21. (c)( Tensile Test (for aluminium))	-	200	-
21. (d)( Wrapping Test (for aluminium))	-	100	-
21. (e)(Conductor Resistance )	-	250	-
21.1( Tensile strength )	-	250	-
22.1( Elongation)	-	250	-
21.1(type test : Ageing In air oven)	-	300	-
21.1(type test : Ageing in air bomb)	-	350	-
21.1(type test : Ageing In oxygen bomb)	-	350	-
21.1(type test : Hot set elongation)	-	350	-
21.1(type test : Tear resistance )	-	200	-
22.2(type test :Insulauon resistance High voltage (water immersron ) test)	-	500	-
22.2(type test : Flammability test ( applicable to cables finished With SE 3 and SE 4 sheaths only) )	-	200	-
21(Water absorption test)	-	700	-
23(identification)	-	100	-
Cl No. 4.1(Ageing in oxygen bomb - Elongation)	-	350	-
Cl No. 4.1(Ageing in air bomb - Tensile strength )	-	350	-
Cl No. 4.1(Ageing in oxygen bomb - Tensile strength )	-	250	-
Cl No. 4.1(Ageing in air bomb - Elongation)	-	350	-
Cl No. 4.1(Ageing in air oven - Elongation)	-	200	-
Cl No. 4.1(Ageing in air oven - Tensile strength )	-	350	-
Cl No. 22.2(High Voltage Test (Water Immersion))	-	700	-
Cl No. 4.1(Insulation resistance)	-	500	-
Cl No. 22.4, Appendix B (Flexing test for cords for use with electric iron )	-	300	-
Cl No. 22.2.2/22.2.3(High Voltage Test / Spark test)	-	500	-
Cl No. 23.1, 23.2(Identification)	-	100	-
21.1((f) Oil resistance)	-	450	-
3.1( Copper Cooduetor)	-	250	-
3.2(Aluminium conductor)	-	350	-
4.1(INSULATION : lnsulation for General Service)	-	500	-
4.2(INSULATION : Heat Resisting insulation)	-	250	-
4.3(INSULATION : Silicone Rubber Insulation)	-	250	-
5.1(TAPE : Proofed Tape)	-	250	-
5.2(TAPE : 2 Polyethyl_ Terephthalate ( PETP ) Tape or Plastic: Tape or Any Other SlIIitable Tape )	-	250	-
5.3(TAPE : Giass Tape)	-	200	-
6.1(FILLERS : )	-	250	-
7.1(BRAID : Textile Braid)	-	250	-
7.2(BRAID : Glass Braid )	-	250	-
8.1(SHEATH : General Service Insulated Cables and Flexible Cords)	-	300	-
8.2(SHEATH :Heat Resisting Insulated Cables)	-	100	-
9.1(PresenRtive Compound)	-	100	-
9.2(Varnish)	-	500	-
10( Conductor )	-	200	-
11(Separator tape)	-	200	-
12.2(Insulation : Thickness of Insufatien)	-	200	-
12.4(Insulation : Allplication of Insulation)	-	200	-
13(CORE IDENTiFICATlON)	-	200	-
14(Tape)	-	200	-
15(BRAIDING)	-	100	-
16(COMPOUNDING AND VARNISHING)	-	100	-
17(LAYING UP OF CORES)	-	100	-
18( Binder tape)	-	100	-
19.2(Sheath : Thickness of Sheath)	-	100	-
19.4( Sheath :Colour)	-	100	-
20( Overall diameter)	-	100	-
21. (a)(Persulphate tests (for copper))	-	500	-
21. (b)(Annealing Test (for coper))	-	250	-
21. (c)( Tensile Test (for aluminium))	-	200	-
21. (d)( Wrapping Test (for aluminium))	-	100	-
21. (e)(Conductor Resistance )	-	250	-
21.1( Tensile strength )	-	250	-
22.1( Elongation)	-	250	-
21.1(type test : Ageing In air oven)	-	300	-
21.1(type test : Ageing in air bomb)	-	350	-
21.1(type test : Ageing In oxygen bomb)	-	350	-
21.1(type test : Hot set elongation)	-	200	-
21.1(type test : Tear resistance )	-	500	-
22.2(type test :Insulauon resistance High voltage (water immersron ) test)	-	200	-
22.2(type test : Flammability test ( applicable to cables finished With SE 3 and SE 4 sheaths only) )	-	700	-
21(Water absorption test)	-	100	-
23(identification)	-	350	-
Cl No. 4.1(Ageing in oxygen bomb - Elongation)	-	350	-
Cl No. 4.1(Ageing in air bomb - Tensile strength )	-	350	-
Cl No. 4.1(Ageing in oxygen bomb - Tensile strength )	-	350	-
Cl No. 4.1(Ageing in air bomb - Elongation)	-	200	-
Cl No. 4.1(Ageing in air oven - Elongation)	-	350	-
Cl No. 4.1(Ageing in air oven - Tensile strength )	-	700	-
Cl No. 22.2(High Voltage Test (Water Immersion))	-	500	-
Cl No. 4.1(Insulation resistance)	-	300	-
Cl No. 22.4, Appendix B (Flexing test for cords for use with electric iron )	-	500	-
Cl No. 22.2.2/22.2.3(High Voltage Test / Spark test)	-	100	-
Cl No. 23.1, 23.2(Identification)	-	100	-
21.1((f) Oil resistance)	-	450	-
3.1( Copper Cooduetor)	-	100	-
3.2(Aluminium conductor)	-	100	-
4.1(INSULATION : lnsulation for General Service)	-	150	-
4.2(INSULATION : Heat Resisting insulation)	-	150	-
4.3(INSULATION : Silicone Rubber Insulation)	-	100	-
5.1(TAPE : Proofed Tape)	-	100	-
5.2(TAPE : 2 Polyethyl_ Terephthalate ( PETP ) Tape or Plastic: Tape or Any Other SlIIitable Tape )	-	100	-
5.3(TAPE : Giass Tape)	-	100	-
6.1(FILLERS : )	-	50	-
7.1(BRAID : Textile Braid)	-	50	-
7.2(BRAID : Glass Braid )	-	50	-
8.1(SHEATH : General Service Insulated Cables and Flexible Cords)	-	100	-
8.2(SHEATH :Heat Resisting Insulated Cables)	-	100	-
9.1(PresenRtive Compound)	-	50	-
9.2(Varnish)	-	50	-
10( Conductor )	-	100	-
11(Separator tape)	-	50	-
12.2(Insulation : Thickness of Insufatien)	-	100	-
12.4(Insulation : Allplication of Insulation)	-	100	-
13(CORE IDENTiFICATlON)	-	100	-
14(Tape)	-	50	-
15(BRAIDING)	-	50	-
16(COMPOUNDING AND VARNISHING)	-	50	-
17(LAYING UP OF CORES)	-	50	-
18( Binder tape)	-	50	-
19.2(Sheath : Thickness of Sheath)	-	50	-
19.4( Sheath :Colour)	-	50	-
20( Overall diameter)	-	50	-
21. (a)(Persulphate tests (for copper))	-	250	-
21. (b)(Annealing Test (for coper))	-	100	-
21. (c)( Tensile Test (for aluminium))	-	100	-
21. (d)( Wrapping Test (for aluminium))	-	50	-
21. (e)(Conductor Resistance )	-	100	-
21.1( Tensile strength )	-	150	-
22.1( Elongation)	-	150	-
21.1(type test : Ageing In air oven)	-	250	-
21.1(type test : Ageing in air bomb)	-	250	-
21.1(type test : Ageing In oxygen bomb)	-	250	-
21.1(type test : Hot set elongation)	-	250	-
21.1(type test : Tear resistance )	-	250	-
22.2(type test :Insulauon resistance High voltage (water immersron ) test)	-	250	-
22.2(type test : Flammability test ( applicable to cables finished With SE 3 and SE 4 sheaths only) )	-	100	-
21(Water absorption test)	-	500	-
23(identification)	-	50	-
Cl No. 4.1(Ageing in oxygen bomb - Elongation)	-	150	-
Cl No. 4.1(Ageing in air bomb - Tensile strength )	-	150	-
Cl No. 4.1(Ageing in oxygen bomb - Tensile strength )	-	150	-
Cl No. 4.1(Ageing in air bomb - Elongation)	-	150	-
Cl No. 4.1(Ageing in air oven - Elongation)	-	150	-
Cl No. 4.1(Ageing in air oven - Tensile strength )	-	150	-
Cl No. 22.2(High Voltage Test (Water Immersion))	-	250	-
Cl No. 4.1(Insulation resistance)	-	250	-
Cl No. 22.4, Appendix B (Flexing test for cords for use with electric iron )	-	150	-
Cl No. 22.2.2/22.2.3(High Voltage Test / Spark test)	-	100	-
Cl No. 23.1, 23.2(Identification)	-	50	-
21.1((f) Oil resistance)	-	250	-
Cl.9.1(Compound and Varnish)	-	50	-
Cl.9.2(Compound and Varnish)	-	50	-
Cl.21.1 & Table 2 of IS: 6380-1984(Insulation Resistance Test)	-	50	-
Cl.21.1 & Table 2 of IS: 6380-1984(Insulation Resistance Test)	-	50	-
Cl.19.1(Application of Sheath)	-	50	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Without Ageing))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Without Ageing))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Without Ageing))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air oven))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air oven))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air Bomb ))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air Bomb ))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Oil Resistance Test ))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Oil Resistance Test ) Variation on Elongation (Percentage))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Hot Set Test))	-	100	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Hot Set Test))	-	100	-
Cl.21.1 & Table 2 of IS: 6380-1984(Water Absorption Test)	-	100	-
3.1( Copper Cooduetor)	-	0	-
3.2(Aluminium conductor)	-	0	-
4.1(INSULATION : lnsulation for General Service)	-	0	-
4.2(INSULATION : Heat Resisting insulation)	-	0	-
4.3(INSULATION : Silicone Rubber Insulation)	-	0	-
5.1(TAPE : Proofed Tape)	-	0	-
5.2(TAPE : 2 Polyethyl_ Terephthalate ( PETP ) Tape or Plastic: Tape or Any Other SlIIitable Tape )	-	0	-
5.3(TAPE : Giass Tape)	-	0	-
6.1(FILLERS : )	-	0	-
7.1(BRAID : Textile Braid)	-	0	-
7.2(BRAID : Glass Braid )	-	0	-
8.1(SHEATH : General Service Insulated Cables and Flexible Cords)	-	0	-
8.2(SHEATH :Heat Resisting Insulated Cables)	-	0	-
9.1(PresenRtive Compound)	-	0	-
9.2(Varnish)	-	0	-
10( Conductor )	-	0	-
11(Separator tape)	-	0	-
12.2(Insulation : Thickness of Insufatien)	-	0	-
12.4(Insulation : Allplication of Insulation)	-	0	-
13(CORE IDENTiFICATlON)	-	0	-
14(Tape)	-	0	-
15(BRAIDING)	-	0	-
16(COMPOUNDING AND VARNISHING)	-	0	-
17(LAYING UP OF CORES)	-	0	-
18( Binder tape)	-	0	-
19.2(Sheath : Thickness of Sheath)	-	0	-
19.4( Sheath :Colour)	-	0	-
20( Overall diameter)	-	0	-
21. (a)(Persulphate tests (for copper))	-	0	-
21. (b)(Annealing Test (for coper))	-	0	-
21. (c)( Tensile Test (for aluminium))	-	0	-
21. (d)( Wrapping Test (for aluminium))	-	0	-
21. (e)(Conductor Resistance )	-	0	-
21.1( Tensile strength )	-	0	-
22.1( Elongation)	-	0	-
21.1(type test : Ageing In air oven)	-	0	-
21.1(type test : Ageing in air bomb)	-	0	-
21.1(type test : Ageing In oxygen bomb)	-	0	-
21.1(type test : Hot set elongation)	-	0	-
21.1(type test : Tear resistance )	-	0	-
22.2(type test :Insulauon resistance High voltage (water immersron ) test)	-	0	-
22.2(type test : Flammability test ( applicable to cables finished With SE 3 and SE 4 sheaths only) )	-	0	-
21(Water absorption test)	-	0	-
23(identification)	-	0	-
Cl No. 4.1(Ageing in oxygen bomb - Elongation)	-	0	-
Cl No. 4.1(Ageing in air bomb - Tensile strength )	-	0	-
Cl No. 4.1(Ageing in oxygen bomb - Tensile strength )	-	0	-
Cl No. 4.1(Ageing in air bomb - Elongation)	-	0	-
Cl No. 4.1(Ageing in air oven - Elongation)	-	0	-
Cl No. 4.1(Ageing in air oven - Tensile strength )	-	0	-
Cl No. 22.2(High Voltage Test (Water Immersion))	-	0	-
Cl No. 4.1(Insulation resistance)	-	0	-
Cl No. 22.4, Appendix B (Flexing test for cords for use with electric iron )	-	0	-
Cl No. 22.2.2/22.2.3(High Voltage Test / Spark test)	-	0	-
Cl No. 23.1, 23.2(Identification)	-	0	-
21.1((f) Oil resistance)	-	0	-
Cl.9.1(Compound and Varnish)	-	0	-
Cl.9.2(Compound and Varnish)	-	0	-
Cl.21.1 & Table 2 of IS: 6380-1984(Insulation Resistance Test)	-	0	-
Cl.21.1 & Table 2 of IS: 6380-1984(Insulation Resistance Test)	-	0	-
Cl.19.1(Application of Sheath)	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Without Ageing))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Without Ageing))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Without Ageing))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air oven))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air oven))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air Bomb ))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air Bomb ))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Oil Resistance Test ))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Oil Resistance Test ) Variation on Elongation (Percentage))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Hot Set Test))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Hot Set Test))	-	0	-
Cl.21.1 & Table 2 of IS: 6380-1984(Water Absorption Test)	-	0	-
3.1( Copper Cooduetor)	-	0	-
3.2(Aluminium conductor)	-	0	-
4.1(INSULATION : lnsulation for General Service)	-	0	-
4.2(INSULATION : Heat Resisting insulation)	-	0	-
4.3(INSULATION : Silicone Rubber Insulation)	-	0	-
5.1(TAPE : Proofed Tape)	-	0	-
5.2(TAPE : 2 Polyethyl_ Terephthalate ( PETP ) Tape or Plastic: Tape or Any Other SlIIitable Tape )	-	0	-
5.3(TAPE : Giass Tape)	-	0	-
6.1(FILLERS : )	-	0	-
7.1(BRAID : Textile Braid)	-	0	-
7.2(BRAID : Glass Braid )	-	0	-
8.1(SHEATH : General Service Insulated Cables and Flexible Cords)	-	0	-
8.2(SHEATH :Heat Resisting Insulated Cables)	-	0	-
9.1(PresenRtive Compound)	-	0	-
9.2(Varnish)	-	0	-
10( Conductor )	-	0	-
11(Separator tape)	-	0	-
12.2(Insulation : Thickness of Insufatien)	-	0	-
12.4(Insulation : Allplication of Insulation)	-	0	-
13(CORE IDENTiFICATlON)	-	0	-
14(Tape)	-	0	-
15(BRAIDING)	-	0	-
16(COMPOUNDING AND VARNISHING)	-	0	-
17(LAYING UP OF CORES)	-	0	-
18( Binder tape)	-	0	-
19.2(Sheath : Thickness of Sheath)	-	0	-
19.4( Sheath :Colour)	-	0	-
20( Overall diameter)	-	0	-
21. (a)(Persulphate tests (for copper))	-	0	-
21. (b)(Annealing Test (for coper))	-	0	-
21. (c)( Tensile Test (for aluminium))	-	0	-
21. (d)( Wrapping Test (for aluminium))	-	0	-
21. (e)(Conductor Resistance )	-	0	-
21.1( Tensile strength )	-	0	-
22.1( Elongation)	-	0	-
21.1(type test : Ageing In air oven)	-	0	-
21.1(type test : Ageing in air bomb)	-	0	-
21.1(type test : Ageing In oxygen bomb)	-	0	-
21.1(type test : Hot set elongation)	-	0	-
21.1(type test : Tear resistance )	-	0	-
22.2(type test :Insulauon resistance High voltage (water immersron ) test)	-	0	-
22.2(type test : Flammability test ( applicable to cables finished With SE 3 and SE 4 sheaths only) )	-	0	-
21(Water absorption test)	-	0	-
23(identification)	-	0	-
Cl No. 4.1(Ageing in oxygen bomb - Elongation)	-	0	-
Cl No. 4.1(Ageing in air bomb - Tensile strength )	-	0	-
Cl No. 4.1(Ageing in oxygen bomb - Tensile strength )	-	0	-
Cl No. 4.1(Ageing in air bomb - Elongation)	-	0	-
Cl No. 4.1(Ageing in air oven - Elongation)	-	0	-
Cl No. 4.1(Ageing in air oven - Tensile strength )	-	0	-
Cl No. 22.2(High Voltage Test (Water Immersion))	-	0	-
Cl No. 4.1(Insulation resistance)	-	0	-
Cl No. 22.4, Appendix B (Flexing test for cords for use with electric iron )	-	0	-
Cl No. 22.2.2/22.2.3(High Voltage Test / Spark test)	-	0	-
Cl No. 23.1, 23.2(Identification)	-	0	-
21.1((f) Oil resistance)	-	0	-
Cl.9.1(Compound and Varnish)	-	0	-
Cl.9.2(Compound and Varnish)	-	0	-
Cl.21.1 & Table 2 of IS: 6380-1984(Insulation Resistance Test)	-	0	-
Cl.21.1 & Table 2 of IS: 6380-1984(Insulation Resistance Test)	-	0	-
Cl.19.1(Application of Sheath)	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Without Ageing))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Without Ageing))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Without Ageing))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air oven))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air oven))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air Bomb ))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (After ageing in air Bomb ))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Oil Resistance Test ))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Oil Resistance Test ) Variation on Elongation (Percentage))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Hot Set Test))	-	0	-
Cl.21.1 & Table 3 of IS: 6380-1984(Physical Test on outer sheath (Hot Set Test))	-	0	-
Cl.21.1 & Table 2 of IS: 6380-1984(Water Absorption Test)	-	0	-

15 Aug, 2028

-
Included w.e.f 07.01.2025

IS 2347 (2023)

DOMESTIC PRESSURE COOKER ï¿½ SPECIFICATION

GROUP I , II and III

32500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Gross capacity)	-	1500	-
4.2(Body Capacity)	-	1500	-
5.1(Body, Lid, Containers and Grid)	-	1500	-
5.1.2(Body and Lid )	-	1500	-
5.1.3(Stainless steel pressure cooker)	-	2500	-
5.1.4(Aluminium cooker )	-	2500	-
5.2(Safety Relief Device)	-	1500	-
5.3(Gasket)	-	3500	-
5.4(Handles and Knobs)	-	5000	-
5.5(Pressure Regulating Device )	-	1000	-
5.6(Vent Seal Pin for Pressure Regulating Device )	-	1000	-
5.7(Vent Pipe )	-	1000	-
5.8(Vent Pipe Nut )	-	1000	-
5.1(Material of Rim )	-	1000	-
5.11(Visual Pressure Indicator)	-	1500	-
5.12(Gasket Release System)	-	1500	-
6(Construction)	-	2500	-
7(Workmanship and Finish )	-	1000	-
8.1(Air Pressure Test )	-	2500	-
8.2(Proof Pressure Test )	-	2500	-
8.3(Operating Test for Pressure Regulating Device )	-	2500	-
8.4(Test for Safety Relief Device )	-	2500	-
8.5(Bursting Pressure Test )	-	2500	-
8.6(Test for Removal of Lid under Pressure )	-	2500	-
8.8(Composite Cooker Base )	-	2500	-
8.9(Aluminium induction compatible Base )	-	2500	-
8.1(Handles of cooker )	-	2500	-
8.11(External Coating)	-	2500	-
8.12(Internal Coating )	-	2500	-
8.13(Integral electrical heating)	-	3500	-
8.14(Ply construction cooker Body )	-	3500	-
8.15.1(Fragmentation Test )	-	700	-
8.15.2(Ball Drop Test )	-	700	-
8.15.3(Thermal Shock Test )	-	1000	-
8.15.4(Free Fall Test)	-	1000	-
8.17(Test for Effectiveness for Induction Bottom)	-	1000	-
11(Marking )	-	100	-

15 Aug, 2028

-
Revised version of IS 2347:2023 included w.e.f. 08.01.2024 Exclusion: Cl.5.9 (Spring ), Cl.8.7 (Test for Spring Loaded Mechanism ), Cl.12 (Packing )

IS 6527 (1995)

Stainless steel wire rods - Specification (First Revision)

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9(Tensile & Hardness)	-	4500	-
Cl 10(Diameter & Out Of Round)	-	2000	-
9, Table 3 & 4 of IS:6527 (Designation X02Cr17Ni12Mo2)(Hardness)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X02Cr17Ni12Mo2)(%Elongation)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X02Cr17Ni12Mo2)(Ultimate Tensile Strength)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X02Cr17Ni12Mo2)(0.2% Proof Stress)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr17Ni12Mo2)(Hardness)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr17Ni12Mo2)(%Elongation)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr17Ni12Mo2)(Ultimate Tensile Strength)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr17Ni12Mo2)(0.2% Proof Stress)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X07Cr18Ni9)(Hardness)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X07Cr18Ni9)(%Elongation)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X07Cr18Ni9)(Ultimate Tensile Strength)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X07Cr18Ni9)(0.2% Proof Stress)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr18Ni10)(Hardness)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr18Ni10)(%Elongation)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr18Ni10)(Ultimate Tensile Strength)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr18Ni10)(0.2% Proof Stress)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X02Cr18Ni11)(Hardness)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X02Cr18Ni11)(%Elongation)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X02Cr18Ni11)(Ultimate Tensile Strength)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X02Cr18Ni11)(0.2% Proof Stress)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X30Cr13)(Hardness)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X30Cr13)(Ultimate Tensile Strength)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X20Cr13)(Hardness)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X20Cr13)(Ultimate Tensile Strength)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X12Cr13)(Hardness)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X12Cr13)(%Elongation)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X12Cr13)(Ultimate Tensile Strength)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X12Cr13)(0.2% Proof Stress)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr13)(Hardness)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr13)(%Elongation)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr13)(Ultimate Tensile Strength)	-	500	-
9, Table 3 & 4 of IS:6527 (Designation X04Cr13)(0.2% Proof Stress)	-	500	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Titanium)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Niobium)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Nitrogen)	-	500	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Titanium)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Niobium)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr17Ni12Mo2)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Titanium)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Niobium)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr17Ni12Mo2)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Titanium)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Niobium)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X07Cr18Ni9)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Titanium)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Niobium)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr18Ni10)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Titanium)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Niobium)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X02Cr18Ni11)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X30Cr13)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X30Cr13)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X30Cr13)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X30Cr13)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X30Cr13)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X30Cr13)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X30Cr13)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X30Cr13)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X30Cr13)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X20Cr13)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X20Cr13)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X20Cr13)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X20Cr13)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X20Cr13)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X20Cr13)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X20Cr13)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X20Cr13)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X20Cr13)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X12Cr13)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X12Cr13)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X12Cr13)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X12Cr13)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X12Cr13)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X12Cr13)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X12Cr13)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X12Cr13)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X12Cr13)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Aluminium)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X04Cr13)(Carbon)	-	300	-
Cl. 9.2 Table 4(Hardness)	-	500	-
Cl. 9 .1 Table 3(Elongation)	-	500	-
Cl. 9 .1 Table 3(0.2 % Proof Stress )	-	500	-
Cl. 6(Freedom from defects)	-	500	-
13(Corrosion resistance-IS 10461,Part-1 & 2)	-	500	-

15 Aug, 2028

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-

IS 733 (1983)

Specification for wrought aluminium and aluminium alloy bars, rods and sections (For General Engineering Purposes) (Third Revision)

5500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4(Freedom from Defects)	-	150	-
Cl. 5.1, Table 2(0.2 Percent proof stress- IS 1816)	-	500	-
Cl. 5.1, Table 2(Tensile Strength- IS 1816)	-	1000	-
Cl. 5.1, Table 2(Elongation on 50 mm or 5.65√So Gauge Length)	-	500	-
Cl. 0.4, 5.1, Table 1(Aluminium- IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Copper- IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Magnesium- IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Silicon- IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Iron- IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Zinc- IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Titanium and / or other grain refining elements - IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Chromium- IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Ti+ V- IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Total Impurities- IS 504 or by any other suitable instrumental method)	-	400	-
Cl. 0.4, 5.1, Table 1(Cr+ Mn- IS 504 or by any other suitable instrumental method)	-	400	-
7(Dimension - IS 3965)	-	500	-
11(Marking)	-	100	-

15 Aug, 2028

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-

IS 5522 (2014)

Stainless steel sheets and strips for utensils - Specification (Third Revision)

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 7.1 & 7.2 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	400	-
Cl. 7.1 & 7.2 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	400	-
Cl. 7.1 & 7.2 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	400	-
Cl. 7.1 & 7.2 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	400	-
Cl. 7.1 & 7.2 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	400	-
Cl. 7.1 & 7.2 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	400	-
Cl. 7.1 & 7.2 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	400	-
Cl. 7.1 & 7.2 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	-
8.2, Table 3(Tensile Test-1608:Part 1)	-	500	-
8.2, Table 3(Proof Stress, N/mm2)	-	500	-
8.2, Table 3(Elongation, %)	-	500	-
8.3(Hardness , max-IS 1500 or IS 1501 (Part 1) or IS 1586)	-	500	-
8.4(Bend Test)	-	100	-
10.1(Thickness, mm)	-	100	-
10.2(width, mm)	-	100	-
10.3(Length, mm)	-	100	-
10.4(Flatness,mm)	-	100	-
10.5(Camber, mm)	-	100	-
11(Surface Finish)	-	100	-
Cl . 6 .0(Freedom from defect)	-	100	-
8.5(Erichsen Cupping Test)	-	200	-

15 Aug, 2028

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-

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 -

Group I & II

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
19(Marking)	-	250	-
3(Type of Fitting)	-	250	-
4(Size Designation)	-	250	-
5(Colour of fittings)	-	250	-
7.1,Table 1(Wall thickness)	-	250	-
7.2 ,Table 2&3(Socket Dimensions)	-	500	-
7.3(Dimensions of waste trap(Nahani Trap)	-	500	-
8(Sealing Rings)	-	500	-
10(Workmanship)	-	500	-
11(Design requirements)	-	500	-
11.1(Solvent cement type or Rubber ring type)	-	500	-
11.2(Socket and spigot configeration)	-	500	-
11.4,Table 5(Vent cowl)	-	500	-
11.5,Table 6(Pipe Clips)	-	250	-
12(Physical test requirements)	-	250	-
12.1(Visual appearance)	-	250	-
12.2(Stress relief test)	-	1500	-
12.3(Vicat softening tempewrature)	-	1500	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	2500	-
Cl.15, Annex B(Sulphated Ash Content)	-	1500	-
16.1(Impact test)	-	1500	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	1500	-
17(Watet tightness of joint)	-	1500	-
7.4(Chamfer)	-	250	-
11.3(Access Openings)	-	250	-
Table 4(Dimension of Access Openings)	-	250	-

15 Aug, 2028

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-

IS 694 (2010)

Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
13(Cable code)	-	100	-
10.9(Additional ageing test (OU cables only) -HV test (at 60±3oC))	-	1000	-
10.4(Flammability test- Unaffected portion)	-	750	-
10.4(Flammability test-Burning after flame removal)	-	250	-
table 1 e) 3) (IR constant- max. Temp)	-	1000	-
table 1 e) 3) (IR constant- Room temp )	-	1000	-
table 1 e) 3) (Volume Resistivity - Maximum temp)	-	750	-
table 1 e) 3) (Volume Resistivity - Room temp )	-	1200	-
10.2(HV (room temperature))	-	1500	-
10.1(HV (water immersion))	-	1200	-
10.8(Smoke density rating)	-	2500	-
10.6(Halogen evolution)	-	1500	-
10.7(Temperature index)	-	2500	-
10.5(Oxygen index)	-	1500	-
Table 1 iii) d) 9)(Cold impact for sheath)	-	1000	-
Table 1 iii) d) 8)(Cold bend for sheath)	-	1000	-
Table 1 iii) c) 9)(Cold impact for insulation)	-	1000	-
Table 1 iii) c) 8)(Cold bend for insulation)	-	1000	-
Table 1(Category Code)	-	500	-
Table 1 iii) d) 7)(Thermal stability- Sheath )	-	750	-
Table 1 iii) c) 7)(Thermal stability- Insulation )	-	750	-
Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath )	-	750	-
Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation)	-	750	-
Table 1 iii) d) 5)(Heat shock-Sheath )	-	750	-
Table 1 iii) c) 5)(Heat shock-Insulation )	-	750	-
Table 1 iii) d) 4)(Cracks Observed)	-	500	-
Table 1 iii) d) 4)(Shrinkage- Sheath )	-	750	-
Table 1 iii) c) 4)(Cracks Observed)	-	500	-
Table 1 iii) c) 4)(Shrinkage-Insulation)	-	750	-
Table 1 iii) d) 2)(Loss of mass- Sheath )	-	1000	-
Table 1 iii) c) 2)(Loss of mass- Insulation )	-	1000	-
Table 1 iii) d) 3)(Sheath- Elongation variation)	-	500	-
Table 1 iii) d) 3)(Sheath- TS variation)	-	1000	-
Table 1 iii) d) 3)(Sheath- Elongation (After ageing))	-	500	-
Table 1 iii) d) 3)(Sheath- Tensile strength (After ageing))	-	1000	-
Table 1 iii) d) 1)(Sheath- Elongation (Without ageing))	-	500	-
Table 1 iii) d) 1)(Sheath -Tensile strength (Without ageing))	-	1000	-
Table 1 iii) c) 3)(Elongation variation)	-	500	-
Table 1 iii) c) 3)(TS variation)	-	250	-
Table 1 iii) c) 3)(Elongation (After ageing))	-	500	-
Table 1 iii) c) 3)(Tensile strength (After ageing))	-	1000	-
(Cl. 18.1.4) (Cl. 19.1.5) (Cl. 20.1.4) (Cl. 22.1.4)(Colour of Sheath)	-	500	-
8.3(Thickness of Sheath)	-	500	-
5.3(Thickness of Insulation)	-	500	-
9.1(Ovality)	-	500	-
9(Overall dimensions)	-	500	-
10.11(Per sulphate test (for tinned Cu cable only))	-	750	-
4.2(Conductor resistance test)	-	1000	-
4.1(Wrapping test (for Al))	-	500	-
4.1(Tensile test (for Al)- After Stranding)	-	1000	-
4.1(Tensile test (for Al)-Before Stranding)	-	1000	-
4.1(Annealing test (for copper))	-	1000	-
(Cl.16.1) (Cl.19.1)(Conductor- Diameter )	-	1000	-
(Cl. 18.1.3) (Cl. 19.1.4) (Cl. 20.1.3) (Cl. 21.1.3) (Cl. 22.1.3)(Assembly of cores )	-	1000	-
12(CONSTRUCTION Core Identification)	-	500	-
8.1(Sheath Material )	-	500	-
Table 4(Copper purity test)	-	1500	-
11.2(Legibility)	-	100	-
11.1(Durability)	-	100	-
11(Identification)	-	100	-

15 Aug, 2028

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-

IS 383 (2016)

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

Group-I, Group-II

8200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	500	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	100	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	100	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	100	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	100	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	100	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	100	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	100	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	500	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	500	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	500	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	100	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	100	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	100	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	100	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	400	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	400	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1000	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1200	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	500	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	2250	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	400	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	400	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	1000	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1200	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	750	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	2250	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	500	-
7.2(Bulking Of Fine Aggregate)	-	1000	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	2000	-
5.4.3(a)( Aggregate Abrasion Value)	-	500	-
5.4.3(b)( Aggregate Abrasion Value)	-	500	-

15 Aug, 2028

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Included w.e.f. 09.12.2022. Only for aggregrates from natural resources.

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

M-30, M-35, M-40, M-50 and M-55

12500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	2500	-
Clause 7.3, Annex G(Average Breaking Load)	-	2500	-
Clause 7.3, Annex G(Individual Breaking Load)	-	1000	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	1000	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	1500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	750	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	750	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	500	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	500	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	500	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	500	-
Clause 7.1.3 (Colour and Texture)	-	250	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	250	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	250	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	250	-
10(Marking)	-	500	-
cl.5(Cement)	-	8000	-
5.2(Mineral Admixture)	-	5000	-
5.3(Chemical Admixtures)	-	3000	-
5.4(Coarse and Fine Aggregates)	-	6000	-
5.5(Pigments)	-	3000	-
5.6(Water)	-	2500	-

15 Aug, 2028

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Amendment No.1 Included w.e.f. 21.02.2023

IS 17425 (2020)

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

class 1,2,3,4 size 40-200mm

32000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Dimensions of pipe - i) Outside diameter)	-	500	-
5(Dimensions of pipe - ii) Wall thickness minimum)	-	500	-
6(Visual Appearance)	-	500	-
7.1(Hydraulic Characteristics - Quality test)	-	7500	-
7.1(Hydraulic Characteristics - Acceptance test)	-	2500	-
7.2(Reversion Test)	-	1500	-
7.3(Tensile Test- i) Tensile Strength)	-	1500	-
7.3(Tensile Test - ii)Elongation at Break)	-	1000	-
7.4(Fusion Compatibility Test- a) Quality test)	-	7500	-
7.4(Fusion Compatibility Test- b) Acceptance test)	-	2500	-
7.5(Density)	-	1000	-
7.6(Melt Flow Rate)	-	1500	-
4.2(Carbon black- a)carbon content)	-	1500	-
4.2(Carbon black- b) Dispersion of carbon black)	-	1500	-
5.1.2(Ovality)	-	500	-
4.3(Anti-oxidant)	-	2500	-
3(CLASSIFICATION OF PIPES)	-	250	-
6.1.3(Weldability Test- a) Quality test)	-	7500	-
6.1.3(Weldability Test- b) Acceptance test)	-	2500	-
7.2.1(Visual and Workmanship Requirement)	-	500	-
4.2(Metallic Couplers)	-	1500	-

15 Aug, 2028

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Except- Anti-Oxidant test (Cl.4.3)

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

PE 63, PE 80 and PE 100

20500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.10(Slow Crack Growth Rate)	-	2500	-
8.9 table-6(Elongation at Break)	-	1000	-
8.8(Tensile Strength for Butt-fusion)	-	1500	-
8.7(Density)	-	1000	-
8.5 (Oxidation Induction Time)	-	2500	-
8.4( Melt Flow Rate)	-	1500	-
8.2(Longitudinal Reversion Test)	-	1500	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	5000	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	10000	-
7.4.1.2(Ovality)	-	500	-
7.4 table -3 & 4(6.1 Dimensions)	-	1000	-
7.2(Length)	-	500	-
6.2.1(6.1.1 Identification Stripes)	-	500	-
6.2(Colour)	-	500	-
8.6(Overall migration)	-	2500	-
8.3(Carbon black)	-	1500	-
5.4(Anti oxydent)	-	2500	-
5.3(e)(Carbon Black Master Batch)	-	1500	-
5.3(d)(Carbon Black Master Batch)	-	1500	-
5.3(c)(Carbon Black Master Batch)	-	1500	-
5.3(b)(Carbon Black Master Batch)	-	1500	-
5.3 (a)(Carbon Black Master Batch)	-	1500	-
5.2(Polyethylene Resin)	-	1500	-
5, 5.1 table-1(MATERIALS)	-	1500	-
5.2(Density)	-	1000	-
5.2(MFI @ 1900C/5.0 Kg)	-	1500	-
5.2(Volatile matter Content)	-	1000	-
5.3(Toluene Extract)	-	1000	-
Clause 7.3(Coiling)	-	500	-
7.1(Visual Appearance)	-	250	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	2500	-

15 Aug, 2028

-
Except- Anti-oxidant test (Cl.5.4)

IS 15500 : Part 1 to 8 (2021)

Deepwell Handpumps Components and Special Tools Specification

92000 View breakup
Complete Testing charges for Part- 1 to 8 (including raw materials) - Rs. 92000/- Complete Testing charges for Part- 1 to 8 (excluding raw materials) - Rs. 77000/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.3.2 of IS 15500 : PART 2 (2021)(Other Components)	-	1500	-
3.3.1 of IS 15500 : PART 2 (2021)(Head and Cylinder Assemblies)	-	1500	-
2.1 of IS 15500 : PART 2 (2021)("The assembly detail of different types of handpumps covered in this part shall be as given in Fig. 2.1 to 2.5.")	-	1500	-
3.3.4 of IS 15500 : PART 3 (2021)(" Valve Assemblies ")	-	1500	-
3.3.3 of IS 15500 : PART 3 (2021)("Cylinder Assembly ")	-	1500	-
3.3.2 of IS 15500 : PART 3 (2021)("Handle Assembly ")	-	1500	-
3.3.1 of IS 15500 : PART 3 (2021)(Head Assembly)	-	1500	-
2.2 of IS 15500 : PART 3 (2021)("2.2 The material and dimensions of the individual component shall meet the requirements given in the related part of this standard.")	-	1500	-
2.1 of IS 15500 : PART 3 (2021)("The assembly details of different handpump subassemblies covered in this part shall be as given in Fig. 3.1 to 3.14.")	-	1500	-
Fig. 6.13 of IS 15500 : PART 6 (2021)(Check Valve Seat-VLOM 65)	-	1500	-
Fig. 6.12 of IS 15500 : PART 6 (2021)("Check Valve Seat-Standard (for SDWP & EDWP)")	-	1500	-
3.5 of IS 15500 : PART 4 (2021)("The connecting rods/plunger rods shall be examined for straightness and formation of threads.")	-	1500	-
Fig. 6.11 of IS 15500 : PART 6 (2021)("Rubber Seat Retainer (for SDWP, EDWP & FLP)")	-	2500	-
Fig. 6.9 of IS 15500 : PART 6 (2021)(" Check Valve-Standard (for SDWP, EDWP and FLP)")	-	1500	-
3.4 of IS 15500 : PART 4 (2021)("The flanges shall be reasonably flat to provide proper matching of the holes to ensure unrestricted insertion of the bolts when assembled with counterpart.")	-	1500	-
Fig. 6.7 of IS 15500 : PART 6 (2021)(Follower-EDW)	-	1500	-
Fig. 6.6 of IS 15500 : PART 6 (2021)(Follower (SDWP and FLP))	-	1500	-
2.4 of IS 15500 : PART 4 (2021)("Stainless Steel top connecting rod shall be as given in Fig. 4.21B")	-	5000	Rs. 92000 including raw material and Rs. 77000 excluding raw material.
2.3 of IS 15500 : PART 4 (2021)("The steel components shall be given anti-corrosive treatment as mentioned in 6 of Part 1. in Fig. 4.21B")	-	5000	-
2.2 of IS 15500 : PART 4 (2021)("2.2 The material and dimensions of the individual component shall meet the requirements given in the related part of this standard.")	-	5000	-
2.1 of IS 15500 : PART 4 (2021)("The constructional details of different components covered in this part shall be as given in Fig. 4.1 to 4.35.")	-	2500	-
Fig. 6.5 of IS 15500 : PART 6 (2021)("Bucket Spacer-Lower (for EDWP)")	-	1500	-
Fig. 6.4 of IS 15500 : PART 6 (2021)(" Bucket Spacer-Standard (for SDWP, EDWP, VLOM 65 and FLP)")	-	1500	-
Fig. 6.3 of IS 15500 : PART 6 (2021)(Upper Valve (for SDWP, EDWP, VLOM 65 and FLP))	-	1500	-
Fig. 6.2 of IS 15500 : PART 6 (2021)("Plunger Yoka Body (for SDWP, EDWP, VLOM 65 and FLP)")	-	1500	-
Fig. 6.1 of IS 15500 : PART 6 (2021)(Brass Liner)	-	2500	-
3.1 of IS 15500 : PART 7 (2021)("3.3 The critical dimensions and hardness of all the components selected as per 3.2 shall be checked for conformance with the relevant figures given in this part part shall be treated as a separate lot.")	-	2500	-
2.2 of IS 15500 : PART 7 (2021)(" The material and dimensions shall meet the related prerequisites given in 4 and 5 of Part 1.")	-	2500	-
2.1 of IS 15500 : PART 7 (2021)("The constructional details of different components covered in this part shall be as given in Fig. 7.1 to 7.18.")	-	1500	-
Fig. 5.6 B of IS 15500 : PART 5 (2021)(Cylinder Caps-VLOM 50)	-	1500	-
Fig. 5.6 A of IS 15500 : PART 5 (2021)(Cylinder Caps-VLOM 50)	-	1500	-
5.3.7.2 of IS 15500 : PART 8 (2021)(" A similar test shall be done on the connecting rod vice by using 12 mm diameter drawn bar and a load of 200 kgf. There shall be no slippage of the bar.")	-	1500	-
5.3.7.1.1 of IS 15500 : PART 8 (2021)(Mandrel size)	-	1500	-
5.3.7 of IS 15500 : PART 8 (2021)(Clamping Test)	-	5000	-
5.3.6.1 of IS 15500 : PART 8 (2021)(" In case of assembly, all the components shall be dismantled and tested likewise.")	-	2500	-
5.3.6 of IS 15500 : PART 8 (2021)(" Two samples out of the batch selected shall be checked for dimensional and other requirements given in respective figures.")	-	1500	-
5.3.5 of IS 15500 : PART 8 (2021)(" Incase of the Connecting Rod Vice ")	-	1500	-
5.3.4 of IS 15500 : PART 8 (2021)(In case of the Self-locking Clamp)	-	1500	-
5.3.3 of IS 15500 : PART 8 (2021)(" The movement of the screws of the heavy duty clamp and the connecting rod vice shall be easy without undue slackness or resistance throughout the opening. Proper alignment of their jaws shall be ensured.")	-	2500	-
5.3.2 of IS 15500 : PART 8 (2021)(" The base plates of the clamps and/or vice shall be reasonably flat to provide proper matching of holes to ensure unrestricted insertion of bolts when fitted on respective flanges of the handpump.")	-	2500	-
5.3.1 of IS 15500 : PART 8 (2021)(" All the tools shall be examined for finish, workmanship and visual defects.")	-	1500	-
4.2 of IS 15500 : PART 8 (2021)(Painting)	-	5000	-
4.1 of IS 15500 : PART 8 (2021)(Electro-galvanizing)	-	5000	-
4 of IS 15500 : PART 8 (2021)(ANTI-CORROSIVE TREATMENT)	-	5000	-
3.3.1 of IS 15500 : PART 8 (2021)(" The hinged lid shall be provided with suitable arrangement for putting a lock.")	-	1500	-
3.3 of IS 15500 : PART 8 (2021)(" The tool box shall be made of 1 mm nominal thick CRCA steel sheet (see IS 513), with the overall dimensions given below: Length 440 mm Width 320 mm Height 110 mm")	-	1500	-
3.2 of IS 15500 : PART 8 (2021)("2.2 The material and dimensions of the individual component shall meet the requirements given in the related part of this standard.")	-	1500	-
3.1 of IS 15500 : PART 8 (2021)(" The constructional details of different tools covered in this part shall be as given in Fig. 8.1.1 to 8.1.10, Fig. 8.2.1 to 8.2.8 and Fig. 8.3.1 to 8.3.7.")	-	2500	-
Fig. 5.4 of IS 15500 : PART 5 (2021)("Reducer Cap (for SDWP, EDWP and FLP)")	-	2500	-
Fig. 5.5 B of IS 15500 : PART 5 (2021)("Cylinder Caps-VLOM 65 (for SDWP and EDWP)")	-	1500	-
Fig. 5.5 A of IS 15500 : PART 5 (2021)("Cylinder Caps-VLOM 65 (for SDWP and EDWP)")	-	1500	-
Fig. 5.3 of IS 15500 : PART 5 (2021)(Cylinder Body-VLOM 50)	-	1500	-
Fig. 5.2 of IS 15500 : PART 5 (2021)(Cylinder Body-Long (for EDWP and VLOM 65))	-	2500	-
Fig. 5.1 of IS 15500 : PART 5 (2021)(Cylinder Body-Standard (for SDWP and FLP))	-	2500	Rs. 92000 including raw material and Rs. 77000 excluding raw material.
3.3.2 of IS 15500 : PART 2 (2021)(Other Components)	-	0	-
3.3.1 of IS 15500 : PART 2 (2021)(Head and Cylinder Assemblies)	-	0	-
2.1 of IS 15500 : PART 2 (2021)("The assembly detail of different types of handpumps covered in this part shall be as given in Fig. 2.1 to 2.5.")	-	0	-
3.3.4 of IS 15500 : PART 3 (2021)(" Valve Assemblies ")	-	0	-
3.3.3 of IS 15500 : PART 3 (2021)("Cylinder Assembly ")	-	0	-
3.3.2 of IS 15500 : PART 3 (2021)("Handle Assembly ")	-	0	-
3.3.1 of IS 15500 : PART 3 (2021)(Head Assembly)	-	0	-
2.2 of IS 15500 : PART 3 (2021)("2.2 The material and dimensions of the individual component shall meet the requirements given in the related part of this standard.")	-	0	-
2.1 of IS 15500 : PART 3 (2021)("The assembly details of different handpump subassemblies covered in this part shall be as given in Fig. 3.1 to 3.14.")	-	0	-
Fig. 6.13 of IS 15500 : PART 6 (2021)(Check Valve Seat-VLOM 65)	-	0	-
Fig. 6.12 of IS 15500 : PART 6 (2021)("Check Valve Seat-Standard (for SDWP & EDWP)")	-	0	-
3.5 of IS 15500 : PART 4 (2021)("The connecting rods/plunger rods shall be examined for straightness and formation of threads.")	-	0	-
Fig. 6.11 of IS 15500 : PART 6 (2021)("Rubber Seat Retainer (for SDWP, EDWP & FLP)")	-	0	-
Fig. 6.9 of IS 15500 : PART 6 (2021)(" Check Valve-Standard (for SDWP, EDWP and FLP)")	-	0	-
3.4 of IS 15500 : PART 4 (2021)("The flanges shall be reasonably flat to provide proper matching of the holes to ensure unrestricted insertion of the bolts when assembled with counterpart.")	-	0	-
Fig. 6.7 of IS 15500 : PART 6 (2021)(Follower-EDW)	-	0	-
Fig. 6.6 of IS 15500 : PART 6 (2021)(Follower (SDWP and FLP))	-	0	-
2.4 of IS 15500 : PART 4 (2021)("Stainless Steel top connecting rod shall be as given in Fig. 4.21B")	-	0	-
2.3 of IS 15500 : PART 4 (2021)("The steel components shall be given anti-corrosive treatment as mentioned in 6 of Part 1. in Fig. 4.21B")	-	0	-
2.2 of IS 15500 : PART 4 (2021)("2.2 The material and dimensions of the individual component shall meet the requirements given in the related part of this standard.")	-	0	-
2.1 of IS 15500 : PART 4 (2021)("The constructional details of different components covered in this part shall be as given in Fig. 4.1 to 4.35.")	-	0	-
Fig. 6.5 of IS 15500 : PART 6 (2021)("Bucket Spacer-Lower (for EDWP)")	-	0	-
Fig. 6.4 of IS 15500 : PART 6 (2021)(" Bucket Spacer-Standard (for SDWP, EDWP, VLOM 65 and FLP)")	-	0	-
Fig. 6.3 of IS 15500 : PART 6 (2021)(Upper Valve (for SDWP, EDWP, VLOM 65 and FLP))	-	0	-
Fig. 6.2 of IS 15500 : PART 6 (2021)("Plunger Yoka Body (for SDWP, EDWP, VLOM 65 and FLP)")	-	0	-
Fig. 6.1 of IS 15500 : PART 6 (2021)(Brass Liner)	-	0	-
3.1 of IS 15500 : PART 7 (2021)("3.3 The critical dimensions and hardness of all the components selected as per 3.2 shall be checked for conformance with the relevant figures given in this part part shall be treated as a separate lot.")	-	0	-
2.2 of IS 15500 : PART 7 (2021)(" The material and dimensions shall meet the related prerequisites given in 4 and 5 of Part 1.")	-	0	-
2.1 of IS 15500 : PART 7 (2021)("The constructional details of different components covered in this part shall be as given in Fig. 7.1 to 7.18.")	-	0	-
Fig. 5.6 B of IS 15500 : PART 5 (2021)(Cylinder Caps-VLOM 50)	-	0	-
Fig. 5.6 A of IS 15500 : PART 5 (2021)(Cylinder Caps-VLOM 50)	-	0	-
5.3.7.2 of IS 15500 : PART 8 (2021)(" A similar test shall be done on the connecting rod vice by using 12 mm diameter drawn bar and a load of 200 kgf. There shall be no slippage of the bar.")	-	0	-
5.3.7.1.1 of IS 15500 : PART 8 (2021)(Mandrel size)	-	0	-
5.3.7 of IS 15500 : PART 8 (2021)(Clamping Test)	-	0	-
5.3.6.1 of IS 15500 : PART 8 (2021)(" In case of assembly, all the components shall be dismantled and tested likewise.")	-	0	-
5.3.6 of IS 15500 : PART 8 (2021)(" Two samples out of the batch selected shall be checked for dimensional and other requirements given in respective figures.")	-	0	-
5.3.5 of IS 15500 : PART 8 (2021)(" Incase of the Connecting Rod Vice ")	-	0	-
5.3.4 of IS 15500 : PART 8 (2021)(In case of the Self-locking Clamp)	-	0	-
5.3.3 of IS 15500 : PART 8 (2021)(" The movement of the screws of the heavy duty clamp and the connecting rod vice shall be easy without undue slackness or resistance throughout the opening. Proper alignment of their jaws shall be ensured.")	-	0	-
5.3.2 of IS 15500 : PART 8 (2021)(" The base plates of the clamps and/or vice shall be reasonably flat to provide proper matching of holes to ensure unrestricted insertion of bolts when fitted on respective flanges of the handpump.")	-	0	-
5.3.1 of IS 15500 : PART 8 (2021)(" All the tools shall be examined for finish, workmanship and visual defects.")	-	0	-
4.2 of IS 15500 : PART 8 (2021)(Painting)	-	0	-
4.1 of IS 15500 : PART 8 (2021)(Electro-galvanizing)	-	0	-
4 of IS 15500 : PART 8 (2021)(ANTI-CORROSIVE TREATMENT)	-	0	-
3.3.1 of IS 15500 : PART 8 (2021)(" The hinged lid shall be provided with suitable arrangement for putting a lock.")	-	0	-
3.3 of IS 15500 : PART 8 (2021)(" The tool box shall be made of 1 mm nominal thick CRCA steel sheet (see IS 513), with the overall dimensions given below: Length 440 mm Width 320 mm Height 110 mm")	-	0	-
3.2 of IS 15500 : PART 8 (2021)("2.2 The material and dimensions of the individual component shall meet the requirements given in the related part of this standard.")	-	0	-
3.1 of IS 15500 : PART 8 (2021)(" The constructional details of different tools covered in this part shall be as given in Fig. 8.1.1 to 8.1.10, Fig. 8.2.1 to 8.2.8 and Fig. 8.3.1 to 8.3.7.")	-	0	-
Fig. 5.4 of IS 15500 : PART 5 (2021)("Reducer Cap (for SDWP, EDWP and FLP)")	-	0	-
Fig. 5.5 B of IS 15500 : PART 5 (2021)("Cylinder Caps-VLOM 65 (for SDWP and EDWP)")	-	0	-
Fig. 5.5 A of IS 15500 : PART 5 (2021)("Cylinder Caps-VLOM 65 (for SDWP and EDWP)")	-	0	-
Fig. 5.3 of IS 15500 : PART 5 (2021)(Cylinder Body-VLOM 50)	-	0	-
Fig. 5.2 of IS 15500 : PART 5 (2021)(Cylinder Body-Long (for EDWP and VLOM 65))	-	0	-
Fig. 5.1 of IS 15500 : PART 5 (2021)(Cylinder Body-Standard (for SDWP and FLP))	-	0	-
3.3.2 of IS 15500 : PART 2 (2021)(Other Components)	-	0	-
3.3.1 of IS 15500 : PART 2 (2021)(Head and Cylinder Assemblies)	-	0	-
2.1 of IS 15500 : PART 2 (2021)("The assembly detail of different types of handpumps covered in this part shall be as given in Fig. 2.1 to 2.5.")	-	0	-
3.3.4 of IS 15500 : PART 3 (2021)(" Valve Assemblies ")	-	0	-
3.3.3 of IS 15500 : PART 3 (2021)("Cylinder Assembly ")	-	0	-
3.3.2 of IS 15500 : PART 3 (2021)("Handle Assembly ")	-	0	-
3.3.1 of IS 15500 : PART 3 (2021)(Head Assembly)	-	0	-
2.2 of IS 15500 : PART 3 (2021)("2.2 The material and dimensions of the individual component shall meet the requirements given in the related part of this standard.")	-	0	-
2.1 of IS 15500 : PART 3 (2021)("The assembly details of different handpump subassemblies covered in this part shall be as given in Fig. 3.1 to 3.14.")	-	0	-
Fig. 6.13 of IS 15500 : PART 6 (2021)(Check Valve Seat-VLOM 65)	-	0	-
Fig. 6.12 of IS 15500 : PART 6 (2021)("Check Valve Seat-Standard (for SDWP & EDWP)")	-	0	-
3.5 of IS 15500 : PART 4 (2021)("The connecting rods/plunger rods shall be examined for straightness and formation of threads.")	-	0	-
Fig. 6.11 of IS 15500 : PART 6 (2021)("Rubber Seat Retainer (for SDWP, EDWP & FLP)")	-	0	-
Fig. 6.9 of IS 15500 : PART 6 (2021)(" Check Valve-Standard (for SDWP, EDWP and FLP)")	-	0	-
3.4 of IS 15500 : PART 4 (2021)("The flanges shall be reasonably flat to provide proper matching of the holes to ensure unrestricted insertion of the bolts when assembled with counterpart.")	-	0	-
Fig. 6.7 of IS 15500 : PART 6 (2021)(Follower-EDW)	-	0	-
Fig. 6.6 of IS 15500 : PART 6 (2021)(Follower (SDWP and FLP))	-	0	-
2.4 of IS 15500 : PART 4 (2021)("Stainless Steel top connecting rod shall be as given in Fig. 4.21B")	-	0	-
2.3 of IS 15500 : PART 4 (2021)("The steel components shall be given anti-corrosive treatment as mentioned in 6 of Part 1. in Fig. 4.21B")	-	0	-
2.2 of IS 15500 : PART 4 (2021)("2.2 The material and dimensions of the individual component shall meet the requirements given in the related part of this standard.")	-	0	-
2.1 of IS 15500 : PART 4 (2021)("The constructional details of different components covered in this part shall be as given in Fig. 4.1 to 4.35.")	-	0	-
Fig. 6.5 of IS 15500 : PART 6 (2021)("Bucket Spacer-Lower (for EDWP)")	-	0	-
Fig. 6.4 of IS 15500 : PART 6 (2021)(" Bucket Spacer-Standard (for SDWP, EDWP, VLOM 65 and FLP)")	-	0	-
Fig. 6.3 of IS 15500 : PART 6 (2021)(Upper Valve (for SDWP, EDWP, VLOM 65 and FLP))	-	0	-
Fig. 6.2 of IS 15500 : PART 6 (2021)("Plunger Yoka Body (for SDWP, EDWP, VLOM 65 and FLP)")	-	0	-
Fig. 6.1 of IS 15500 : PART 6 (2021)(Brass Liner)	-	0	-
3.1 of IS 15500 : PART 7 (2021)("3.3 The critical dimensions and hardness of all the components selected as per 3.2 shall be checked for conformance with the relevant figures given in this part part shall be treated as a separate lot.")	-	0	-
2.2 of IS 15500 : PART 7 (2021)(" The material and dimensions shall meet the related prerequisites given in 4 and 5 of Part 1.")	-	0	-
2.1 of IS 15500 : PART 7 (2021)("The constructional details of different components covered in this part shall be as given in Fig. 7.1 to 7.18.")	-	0	-
Fig. 5.6 B of IS 15500 : PART 5 (2021)(Cylinder Caps-VLOM 50)	-	0	-
Fig. 5.6 A of IS 15500 : PART 5 (2021)(Cylinder Caps-VLOM 50)	-	0	-
5.3.7.2 of IS 15500 : PART 8 (2021)(" A similar test shall be done on the connecting rod vice by using 12 mm diameter drawn bar and a load of 200 kgf. There shall be no slippage of the bar.")	-	0	-
5.3.7.1.1 of IS 15500 : PART 8 (2021)(Mandrel size)	-	0	-
5.3.7 of IS 15500 : PART 8 (2021)(Clamping Test)	-	0	-
5.3.6.1 of IS 15500 : PART 8 (2021)(" In case of assembly, all the components shall be dismantled and tested likewise.")	-	0	-
5.3.6 of IS 15500 : PART 8 (2021)(" Two samples out of the batch selected shall be checked for dimensional and other requirements given in respective figures.")	-	0	-
5.3.5 of IS 15500 : PART 8 (2021)(" Incase of the Connecting Rod Vice ")	-	0	-
5.3.4 of IS 15500 : PART 8 (2021)(In case of the Self-locking Clamp)	-	0	-
5.3.3 of IS 15500 : PART 8 (2021)(" The movement of the screws of the heavy duty clamp and the connecting rod vice shall be easy without undue slackness or resistance throughout the opening. Proper alignment of their jaws shall be ensured.")	-	0	-
5.3.2 of IS 15500 : PART 8 (2021)(" The base plates of the clamps and/or vice shall be reasonably flat to provide proper matching of holes to ensure unrestricted insertion of bolts when fitted on respective flanges of the handpump.")	-	0	-
5.3.1 of IS 15500 : PART 8 (2021)(" All the tools shall be examined for finish, workmanship and visual defects.")	-	0	-
4.2 of IS 15500 : PART 8 (2021)(Painting)	-	0	-
4.1 of IS 15500 : PART 8 (2021)(Electro-galvanizing)	-	0	-
4 of IS 15500 : PART 8 (2021)(ANTI-CORROSIVE TREATMENT)	-	0	-
3.3.1 of IS 15500 : PART 8 (2021)(" The hinged lid shall be provided with suitable arrangement for putting a lock.")	-	0	-
3.3 of IS 15500 : PART 8 (2021)(" The tool box shall be made of 1 mm nominal thick CRCA steel sheet (see IS 513), with the overall dimensions given below: Length 440 mm Width 320 mm Height 110 mm")	-	0	-
3.2 of IS 15500 : PART 8 (2021)("2.2 The material and dimensions of the individual component shall meet the requirements given in the related part of this standard.")	-	0	-
3.1 of IS 15500 : PART 8 (2021)(" The constructional details of different tools covered in this part shall be as given in Fig. 8.1.1 to 8.1.10, Fig. 8.2.1 to 8.2.8 and Fig. 8.3.1 to 8.3.7.")	-	0	-
Fig. 5.4 of IS 15500 : PART 5 (2021)("Reducer Cap (for SDWP, EDWP and FLP)")	-	0	-
Fig. 5.5 B of IS 15500 : PART 5 (2021)("Cylinder Caps-VLOM 65 (for SDWP and EDWP)")	-	0	-
Fig. 5.5 A of IS 15500 : PART 5 (2021)("Cylinder Caps-VLOM 65 (for SDWP and EDWP)")	-	0	-
Fig. 5.3 of IS 15500 : PART 5 (2021)(Cylinder Body-VLOM 50)	-	0	-
Fig. 5.2 of IS 15500 : PART 5 (2021)(Cylinder Body-Long (for EDWP and VLOM 65))	-	0	-
Fig. 5.1 of IS 15500 : PART 5 (2021)(Cylinder Body-Standard (for SDWP and FLP))	-	0	-

15 Aug, 2028

-
Included w.e.f. 03.04.2023.

IS 1239 : Part 1 (2004)

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

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
12 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	500	-
12 AND AS PER IS 4736(MASS OF ZINC COATING)	-	500	-
6.2 AND AS PER IS 513(NITROGEN)	-	500	-
6.2 AND AS PER IS 513(MICRO ALLOY)	-	500	-
6.2 AND AS PER IS 513(ALUMINIUM)	-	500	-
6.2 AND AS PER IS 513(SILICON)	-	500	-
6.2 AND AS PER IS 513(MANGANESE)	-	500	-
6.2 AND AS PER IS 513(PHOSPHORUS)	-	500	-
6.2 AND AS PER IS 513(SULPHUR)	-	500	-
6.2 AND AS PER IS 513(CARBON)	-	500	-
6.2 AND AS PER IS 10748(COPPER)	-	500	-
Cl. 15(Workmanship)	-	250	-
Cl. 14.2(Bend Test (uto and including 50 mm NB))	-	750	-
Cl. 14.1(Tensile Strength)	-	1000	-
Cl. 8, 9 Table 3,4 & 5(Thickness)	-	500	-
Cl. 8 Table 3,4 & 5(Outside Diameter)	-	500	-
Cl. 14.1.1(Elongation)	-	500	-
Clause 11.2(Exact Length)	-	500	-
Clause 11.1(Random Length)	-	500	-

15 Aug, 2028

-
-

IS 14333 (2022)

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

PE63,PE80,PE100

27500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	750	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	1200	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	2500	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	1000	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	1000	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	750	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	1200	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	1000	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	1000	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	1200	-
5.2.1.1, T2(Compound ash content - Any Method)	-	1200	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	1200	-
5.3(Density of Higher olefin - IS 7328:2020)	-	750	-
5.3(Olefin Constituents- 14333-2022)	-	1000	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	1200	-
5.3(Ash content- Any Method)	-	1200	-
5.3(Toluene extract - Any Method)	-	1000	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	1000	-
5.3(Carbon black particle size - Any Method)	-	750	-
6(Pipe Description - IS 14333-2022)	-	100	-
6.2(Colour- IS 14333-2022)	-	250	-
7.1(Visual Appearance- IS 14333-2022)	-	250	-
7.2(Length- IS 14333-2022)	-	100	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	100	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	100	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	100	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	1500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	2500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	2500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	7500	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	2500	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	1200	-
8.3(Carbon black content- IS 2530-1963)	-	1200	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	1000	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1200	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	2500	-
8.6(Density-IS 7328:2020)	-	750	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	1200	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	1000	-
8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J))	-	3500	-
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	-	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	-	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	-	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	-	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	-	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	-	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	-	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	-	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	-	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	-	-
5.2.1.1, T2(Compound ash content - Any Method)	-	-	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	-	-
5.3(Density of Higher olefin - IS 7328:2020)	-	-	-
5.3(Olefin Constituents- 14333-2022)	-	-	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	-	-
5.3(Ash content- Any Method)	-	-	-
5.3(Toluene extract - Any Method)	-	-	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	-	-
5.3(Carbon black particle size - Any Method)	-	-	-
6(Pipe Description - IS 14333-2022)	-	-	-
6.2(Colour- IS 14333-2022)	-	-	-
7.1(Visual Appearance- IS 14333-2022)	-	-	-
7.2(Length- IS 14333-2022)	-	-	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	-	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	-	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	-	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	-	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	-	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	-	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	-	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	-	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	-	-
8.3(Carbon black content- IS 2530-1963)	-	-	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	-	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	-	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	-	-
8.6(Density-IS 7328:2020)	-	-	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	-	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	-	-
8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J))	-	-	-

15 Aug, 2028

-
Revised Version of IS 14333:2022. Included w.e.f. 07.03.2023

IS 1110 (1990)

Ferrosilicon - Specification (Fourth Revision)

All grades

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Silicon- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Carbon- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Sulphur- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Phosphorus- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Aluminium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Calcium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Manganese-IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Silicon- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Carbon- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Sulphur- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Phosphorus- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Aluminium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Calcium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Manganese-IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Titanium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Boron-IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Zirconium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	1000	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Silicon- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Carbon- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Sulphur- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Phosphorus- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Aluminium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Calcium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Manganese-IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Titanium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Boron-IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Zirconium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Silicon- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Carbon- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Sulphur- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Phosphorus- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Aluminium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Calcium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Manganese-IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Titanium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Boron-IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-
Cl. 4.1, 7.2.1, 7.2.2 & 7.2.3, Table 1(Zirconium- IS 1559 (Parts 1 to 7) or any other established instrumental/ chemical method )	-	0	-

15 Aug, 2028

-
Included w.e.f. 09.12.2022.

IS 17546 (2021)

Chlorinated polyvinyl chloride CPVC fittings for potable hot and cold water distribution supplies Specification

80000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(Composition)	-	12000	-
7(Dimensions of fitting)	-	1000	-
8.1(Visual Appearance)	-	1000	-
8.2(Opacity)	-	1500	-
8.3(Stress Relief Test)	-	2000	-
8.4(Vicat softening Temperature)	-	2000	-
8.5(Density)	-	1500	-
8.6(Effect on water)	-	5000	-
9(Mechanical Properties)	-	70000	-
11(Marking)	-	500	-
6(Composition)	-	0	-
7(Dimensions of fitting)	-	0	-
8.1(Visual Appearance)	-	0	-
8.2(Opacity)	-	0	-
8.3(Stress Relief Test)	-	0	-
8.4(Vicat softening Temperature)	-	0	-
8.5(Density)	-	0	-
8.6(Effect on water)	-	0	-
9(Mechanical Properties)	-	0	-
11(Marking)	-	0	-
6(Composition)	-	0	-
7(Dimensions of fitting)	-	0	-
8.1(Visual Appearance)	-	0	-
8.2(Opacity)	-	0	-
8.3(Stress Relief Test)	-	0	-
8.4(Vicat softening Temperature)	-	0	-
8.5(Density)	-	0	-
8.6(Effect on water)	-	0	-
9(Mechanical Properties)	-	0	-
11(Marking)	-	0	-
6(Composition)	-	0	-
7(Dimensions of fitting)	-	0	-
8.1(Visual Appearance)	-	0	-
8.2(Opacity)	-	0	-
8.3(Stress Relief Test)	-	0	-
8.4(Vicat softening Temperature)	-	0	-
8.5(Density)	-	0	-
8.6(Effect on water)	-	0	-
9(Mechanical Properties)	-	0	-
11(Marking)	-	0	-
6(Composition)	-	0	-
7(Dimensions of fitting)	-	0	-
8.1(Visual Appearance)	-	0	-
8.2(Opacity)	-	0	-
8.3(Stress Relief Test)	-	0	-
8.4(Vicat softening Temperature)	-	0	-
8.5(Density)	-	0	-
8.6(Effect on water)	-	0	-
9(Mechanical Properties)	-	0	-
11(Marking)	-	0	-

15 Aug, 2028

-
Included w.e.f. 09.12.2022.

IS 456 (2000)

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

2000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.4 Table 1 (v)(Suspended Matter)	-	300	-
Cl 5.4 Table 1 (iv)(Chloride)	-	250	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	300	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	300	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	500	-
16.1(Average Compressive Strength)	-	0	-
16.1(Compressive Strength of Individual Samples )	-	0	-
Cl 5.4 .2(pH)	-	250	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	250	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	250	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	0	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	0	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	0	-
Cl 5.4 Table 1 (iv)(Chloride)	-	0	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	0	-
Cl 5.4 .2(pH)	-	0	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	0	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	0	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	0	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	0	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	0	-
Cl 5.4 Table 1 (iv)(Chloride)	-	0	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	0	-
Cl 5.4 .2(pH)	-	0	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	0	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	0	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	0	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	0	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	0	-
Cl 5.4 Table 1 (iv)(Chloride)	-	0	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	0	-
Cl 5.4 .2(pH)	-	0	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	0	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	0	-
16.1(Compressive Strength of Individual Samples )	-	1000	-
16.1(Average Compressive Strength)	-	1000	-

15 Aug, 2028

-
Included w.e.f. 09.12.2022. For construction water only

IS 21 (1992)

Wrought aluminium and aluminium alloys for manufacture of utensils specification (Fourth Revision)

19000, 19500, 31000, 31500, 64430

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, WP')(0.2 Percent Proof Stress)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'W')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'W')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'W')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'W')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'W')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'W')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'W')(0.2 Percent Proof Stress)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'O')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'O')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'O')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'O')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'O')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 64430, 'O')(Tensile Strength)	-	500	-
4.2, Table 1of IS:21 (Designation 64430)(Aluminium)	-	250	-
4.2, Table 1of IS:21 (Designation 64430)(Lead)	-	250	-
4.2, Table 1of IS:21 (Designation 64430)(Chromium)	-	250	-
4.2, Table 1of IS:21 (Designation 64430)(Titanium and or other grain refining elements)	-	250	-
4.2, Table 1of IS:21 (Designation 64430)(Zinc)	-	250	-
4.2, Table 1of IS:21 (Designation 64430)(Manganese)	-	250	-
4.2, Table 1of IS:21 (Designation 64430)(Iron)	-	250	-
4.2, Table 1of IS:21 (Designation 64430)(Silicon)	-	250	-
4.2, Table 1of IS:21 (Designation 64430)(Magnesium)	-	250	-
4.2, Table 1of IS:21 (Designation 64430)(Copper)	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H4')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H4')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H4')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H4')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H4')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H4')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H3')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H3')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H3')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H3')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H3')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H3')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H2')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H2')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H2')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H2')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H2')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H2')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H1')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H1')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H1')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H1')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H1')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'H1')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'O')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'O')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'O')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'O')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'O')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31500, 'O')(Tensile Strength)	-	500	-
4.2, Table 1of IS:21 (Designation 31500)(Aluminium)	-	250	-
4.2, Table 1of IS:21 (Designation 31500)(Titanium and or other grain refining elements)	-	250	-
4.2, Table 1of IS:21 (Designation 31500)(Lead)	-	250	-
4.2, Table 1of IS:21 (Designation 31500)(Zinc)	-	250	-
4.2, Table 1of IS:21 (Designation 31500)(Manganese)	-	250	-
4.2, Table 1of IS:21 (Designation 31500)(Iron)	-	250	-
4.2, Table 1of IS:21 (Designation 31500)(Silicon)	-	250	-
4.2, Table 1of IS:21 (Designation 31500)(Magnesium)	-	250	-
4.2, Table 1of IS:21 (Designation 31500)(Copper)	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H4')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H4')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H4')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H4')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H4')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H4')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H3')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H3')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H3')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H3')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H3')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H3')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H2')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H2')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H2')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H2')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H2')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H2')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H1')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H1')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H1')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H1')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H1')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'H1')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'O')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'O')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'O')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'O')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'O')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 31000, 'O')(Tensile Strength)	-	500	-
4.2, Table 1of IS:21 (Designation 31000)(Aluminium)	-	250	-
4.2, Table 1of IS:21 (Designation 31000)(Lead)	-	250	-
4.2, Table 1of IS:21 (Designation 31000)(Chromium)	-	250	-
4.2, Table 1of IS:21 (Designation 31000)(Titanium and or other grain refining elements)	-	250	-
4.2, Table 1of IS:21 (Designation 31000)(Zinc)	-	250	-
4.2, Table 1of IS:21 (Designation 31000)(Manganese)	-	250	-
4.2, Table 1of IS:21 (Designation 31000)(Iron)	-	250	-
4.2, Table 1of IS:21 (Designation 31000)(Silicon)	-	250	-
4.2, Table 1of IS:21 (Designation 31000)(Magnesium)	-	250	-
4.2, Table 1of IS:21 (Designation 31000)(Copper)	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H4')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H4')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H4')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H4')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H4')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H4')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H2')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H2')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H2')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H2')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H2')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'H2')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'O')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'O')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'O')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'O')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'O')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19500, 'O')(Tensile Strength)	-	500	-
4.2, Table 1of IS:21 (Designation 19500)(Aluminium)	-	250	-
4.2, Table 1of IS:21 (Designation 19500)(Cu+Si+Fe+Mn+Zn)	-	1000	-
4.2, Table 1of IS:21 (Designation 19500)(Lead)	-	250	-
4.2, Table 1of IS:21 (Designation 19500)(Zinc)	-	250	-
4.2, Table 1of IS:21 (Designation 19500)(Manganese)	-	250	-
4.2, Table 1of IS:21 (Designation 19500)(Iron)	-	250	-
4.2, Table 1of IS:21 (Designation 19500)(Silicon)	-	250	-
4.2, Table 1of IS:21 (Designation 19500)(Copper)	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H4')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H4')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H4')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H4')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H4')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H4')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H3')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H3')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H3')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H3')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H3')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H3')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H2')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H2')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H2')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H2')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H2')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H2')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H1')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H1')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H1')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H1')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H1')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'H1')(Tensile Strength)	-	500	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'O')(Bend Test (Radius of Bend))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'O')(Elongation on 50 mm gauge length (For thickness over 2.6 to 6.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'O')(Elongation on 50 mm gauge length (For thickness over 1.3 to 2.6 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'O')(Elongation on 50 mm gauge length (For thickness 0.8 to 1.3 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'O')(Elongation on 50 mm gauge length (For thickness 0.5 to 0.8 mm))	-	250	-
4.2, Table 2 of IS:21 (Designation & Condition 19000, 'O')(Tensile Strength)	-	500	-
4.2, Table 1of IS:21 (Designation 19000)(Lead)	-	250	-
4.2, Table 1of IS:21 (Designation 19000)(Cu+Mg+Si+Fe+Mn+Zn)	-	1000	-
4.2, Table 1of IS:21 (Designation 19000)(Aluminium)	-	250	-
4.2, Table 1of IS:21 (Designation 19000)(Zinc)	-	250	-
4.2, Table 1of IS:21 (Designation 19000)(Manganese)	-	250	-
4.2, Table 1of IS:21 (Designation 19000)(Iron)	-	250	-
4.2, Table 1of IS:21 (Designation 19000)(Silicon)	-	250	-
4.2, Table 1of IS:21 (Designation 19000)(Magnesium)	-	250	-
4.2, Table 1of IS:21 (Designation 19000)(Copper)	-	250	-
4.1, & 4.1.1(Lead)	-	250	-
4.1.2(Aluminium)	-	250	-

15 Aug, 2028

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-

IS 191 (2007)

Copper - Specification (Fourth Revision)

5000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1 - Table 4(Copper + Silver(By difference)-IS440)	-	1000	-
7.1 - Table 4(Silver- IS 440)	-	750	-
7.1 - Table 4(Copper (any Silver present to be counted as copper)-IS440)	-	750	-
7.1 - Table 4(Phosphorus- IS 440)	-	750	-
7.1 - Table 4(Arsenic- IS440)	-	750	-
7.1 - Table 4(Antimony-IS440)	-	750	-
7.1 - Table 4(Bismuth-IS 440)	-	750	-
7.1 - Table 4(Iron IS 440)	-	750	-
7.1 - Table 4(Lead IS 440)	-	750	-
7.1 - Table 4(Nickel IS 440)	-	750	-
7.1 - Table 4(Oxygen IS 440)	-	1000	-
7.1 - Table 4(Selenium - IS 440)	-	750	-
7.1 - Table 4(Sulphur- IS 440)	-	500	-
7.1 - Table 4(Tellurium- IS 440)	-	750	-
7.1 - Table 4(Tin - IS 440)	-	750	-
7.1 - Table 4(Znic-IS 440)	-	500	-
7.1 - Table 4(Selenium + Telluuium- IS 440)	-	500	-
7.1 - Table 4(Total Impurities- IS 440)	-	500	-
8.1(FREEDOM FROM DEFECTS)	-	200	-
8.2(FREEDOM FROM DEFECTS)	-	200	-
5.1- Table 2(L)	-	100	-
5.1- Table 2(L1)	-	100	-
5.1- Table 2(h)	-	100	-
5.1- Table 2(h1)	-	100	-
5.1- Table 2(b)	-	100	-
5.1- Table 2(b1)	-	100	-
5.1- Table 2(R)	-	100	-
5.1- Table 2(R1)	-	100	-
5.1- Table 2(R2 )	-	100	-
5.1- Table 2(α )	-	100	-
5.1- Table 2( β )	-	100	-
5.1- Table 2(γ)	-	100	-
5.2(Billets)	-	100	-
5.4-Table 3 (For Billets)(Mass)	-	100	-
5.2-Table 3 (For Billets)(Diameter)	-	100	-
5.2-Table 3 (For Billets)(Length)	-	100	-
5.2-Table 3 (For Billets)(Deviation from straightness per 1000 mm length)	-	100	-
5.4-Table 3 (Vertically continuously cast wire bars)(Mass)	-	100	-
5.3-Table 3 (Vertically continuously cast wire bars)(Width)	-	100	-
5.3-Table 3 (Vertically continuously cast wire bars)(thickness )	-	100	-
5.3-Table 3 (Vertically continuously cast wire bars)(Other dimention)	-	100	-
5.4-Table 3 (Ingots)(Mass)	-	100	-
5.4-Table 3 (Cast cakes)(Mass)	-	100	-
5.3-Table 3 (Cast cakes)(Width)	-	100	-
5.3-Table 3 (Cast cakes)(thickness )	-	100	-
5.3-Table 3 (Cast cakes)(Deviation from straightness per 1000 mm length)	-	100	-

15 Aug, 2028

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Amendment No. 2 Included w.e.f. 22.03.2023.

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Bureau of Indian Standards

The National Standards Body of India

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