BIS - LIMS (Laboratory Information Management System)

EKO PRO ENGINEERS PRIVATE LIMITED (32/37) GHAZIABAD

32/37, SOUTH SIDE OF G.T ROAD, INDUSTRIAL AREA, Ghaziabad, Uttar Pradesh, Ghaziabad, Ghaziabad, Uttar Pradesh, 201009

9810243870 labs@ekopro.in

Scope List

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39 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 3087 (2005)

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

Grade 1/Grade 2

12500 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))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	1000	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	1000	-
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))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	1000	-
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))	-	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))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2))	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS)	-	1000	-
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS)	-	1000	-
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer))	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 1))	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2))	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS)	-	1000	-
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS)	-	1000	-
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))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2))	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS)	-	1000	-
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS)	-	1000	-
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	-
7(Finish)	-	500	-
8.3(Dimensional Tolerances)	-	1500	-
9.2, 11.4(Moisture content)	-	500	-
11.10(screw withdrawal strength)	-	1000	-
Cl-9.6(Workability)	-	500	-
Cl-9.7 (Amendment No-5)(Formaldehyde Content/Emission, Fc)	-	1500	-
Cl-12 (Amendment No 1)(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	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	-
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	-

27 May, 2028

-
Included w.e.f.18.07.2025 Exclusion Cl-9.7.2 (Amendment No-5) (Steady State Formaldehyde Emission Value)

IS 14587 (2023)

Prelaminated Medium Density Fibre Board - Specification

Geade 1/Grade 2/ upto 2440 mm Length

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Medium Density Fibre (MDF) Board)	-	0	-
Cl-7(Finish)	-	500	-
Cl-8.1(Dimensions of prelaminated MDF)	-	1500	-
Cl-8.2(Tolerances)	-	1500	-
Cl-8.2.1(Edge straightness)	-	1500	upto 2440 mm length
Cl-9.1 S.No-(1), i(Density, kg/m3)	-	500	-
Cl-9.1 S.No-(1), ii(Variation from mean density, percent)	-	500	-
Cl-9.1 S.No-(1), iii(Moisture content, percent)	-	500	-
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max)	-	1000	-
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min)	-	1000	-
Cl-9.1 S.No-(1), vii,a(After cyclic test)	-	1000	-
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test)	-	1000	-
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min)	-	1000	-
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min)	-	1000	-
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min)	-	1000	-
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board)	-	1500	-
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4))	-	1000	-
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours)	-	500	-
Cl-9.1 S.No-(1), xv(Resistance to crack)	-	1000	-
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn)	-	500	-
Cl-9.1 S.No-(1), xvii(Resistance to stain)	-	500	-
Cl-11.2(Specific Requirement)	-	0	-
Cl-12(Marking)	-	0	-
Cl-5.2(Impregnated Base Paper)	-	0	-
Cl-5.3(Impregnated Overlay)	-	0	-
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute))	-	500	-
Cl-5.1(Medium Density Fibre (MDF) Board)	-	0	-
Cl-7(Finish)	-	0	-
Cl-8.1(Dimensions of prelaminated MDF)	-	0	-
Cl-8.2(Tolerances)	-	0	-
Cl-8.2.1(Edge straightness)	-	0	upto 2440 mm length
Cl-9.1 S.No-(1), i(Density, kg/m3)	-	0	-
Cl-9.1 S.No-(1), ii(Variation from mean density, percent)	-	0	-
Cl-9.1 S.No-(1), iii(Moisture content, percent)	-	0	-
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max)	-	0	-
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min)	-	0	-
Cl-9.1 S.No-(1), vii,a(After cyclic test)	-	0	-
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test)	-	0	-
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min)	-	0	-
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min)	-	0	-
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min)	-	0	-
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board)	-	0	-
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4))	-	0	-
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours)	-	0	-
Cl-9.1 S.No-(1), xv(Resistance to crack)	-	0	-
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn)	-	0	-
Cl-9.1 S.No-(1), xvii(Resistance to stain)	-	0	-
Cl-11.2(Specific Requirement)	-	0	-
Cl-12(Marking)	-	0	-
Cl-5.2(Impregnated Base Paper)	-	0	-
Cl-5.3(Impregnated Overlay)	-	0	-
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute))	-	0	-

27 May, 2028

-
included w.e.f.04.08.2025 Exclusion Cl-9.1 S.No-(1), xii (Steady-state formaldehyde emission (Fc), mg/m3)

IS 12406 (2021)

Medium density fibre boards for general purpose - Specification

Grade 1/Grade 2/E1/E2

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 5.2, 9 and 10.2.2(Density)	-	500	-
Clauses 5.2, 9 and 10.2.2(Density)	-	500	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	500	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	500	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	500	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	1000	-
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))	-	1500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	1000	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	1500	-
8(DIMENSIONS AND TOLERANCES)	-	1500	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Cl 7(Finish)	-	500	-
Clauses 5.2, 9 and 10.2.2(Density)	-	-	-
Clauses 5.2, 9 and 10.2.2(Density)	-	-	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	-	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	-	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	-	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	-	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	-	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	-	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	-	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	-	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	-	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	-	-
8(DIMENSIONS AND TOLERANCES)	-	-	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	-	-
Cl 7(Finish)	-	-	-

27 May, 2028

-
Included w.e.f.19.05.2025 Exclusion Clauses 5.2, 9 and 10.2.2 Steady State Formaldehyde Emission

IS 1328 (1996)

Veneered Decorative Plywood -Specification

MR/BWR

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Grade - For BWR)	-	0	-
4.1(Grade - For MR)	-	0	-
4.2(Type - For Type 1)	-	0	-
4.2(Type - For Type 2)	-	0	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	500	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	500	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	500	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	500	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	500	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	500	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	300	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	300	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	300	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	300	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	300	-
9(Finish - Cl. 9.1, 8.3)	-	500	-
9(Finish - Cl. 9.2, 8.3)	-	500	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	500	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	1000	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	1000	-
6.1(Decorative Veneers (Thickness))	-	0	-
4.1(Grade - For BWR)	-	0	-
4.1(Grade - For MR)	-	0	-
4.2(Type - For Type 1)	-	0	-
4.2(Type - For Type 2)	-	0	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	0	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	0	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	0	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	0	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	0	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	0	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	0	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	0	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	0	-
9(Finish - Cl. 9.1, 8.3)	-	0	-
9(Finish - Cl. 9.2, 8.3)	-	0	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	0	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	0	-
6.1(Decorative Veneers (Thickness))	-	0	-

27 May, 2028

-
Included w.e.f.19.05.2025

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

BWP/CS/CSC/CSFF/E1/E2

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	0	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	500	-
Cl-7.2(Thickness)	-	500	-
Cl-7.3(Squareness)	-	500	-
Cl-8.1, 8.2(Workmanship and finish)	-	0	-
Cl-10.3(Moisture Content)	-	500	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	500	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	500	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	500	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	1000	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	500	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	500	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	1000	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	1000	-
Cl-10.8(Tensile Strength)	-	1000	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	500	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	500	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	1000	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	1000	-
Cl-10.11(Retention of Preservative)	-	1500	-
Cl-10.12(Formaldehyde Content Test)	-	1500	-

27 May, 2028

-
Included w.e.f.19.05.2025 Exclusion Cl-10.5.2 (Water Resistance Test (Alternate method)) Cl-10.13 (Steady-State Formaldehyde Emission Test)

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

BWP/E1/E2

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	0	-
Cl-5.1(Veneers)	-	0	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	0	-
Cl - 5.2.3.1(Joint in Veneers)	-	0	-
Cl - 5.2.3.2(Edge joints)	-	0	-
Cl - 5.2.3.3(End joints)	-	0	-
Cl - 5.2.3.4(Scarf joints)	-	0	-
Cl - 5.2.4(Grain Direction)	-	0	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	0	-
Cl-6.1(Dimensions (length))	-	1500	-
Cl-6.2(Thickness)	-	1500	-
Cl-6.3(Squareness)	-	1500	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	500	-
Cl-9.3(Moisture Content)	-	500	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	500	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	500	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	1000	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-9.6(Tensile Strength-Along the grain)	-	1000	-
Cl-9.7(Mycological Test -Adhesion)	-	2000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	500	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	1000	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	1000	-
Cl-9.10(Retention of Preservative)	-	1500	-
Cl-9.11(Formaldehyde Content Test)	-	1500	-
Cl-9.4.2(Adhesion of Plies)	-	500	-
5.1.1(Defects in veneers)	-	0	-

27 May, 2028

-
Included w.e.f.19.05.2025 Exclusion Cl-9.5.2 (Water Resistance Test) Cl-9.12 (Steady-State Formaldehyde Emission Test)

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

MR/BWR/BWP/AA/AB/CC/E1/E2

6200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Classification by appearance)	-	200	-
Cl-5.2, Table- 1 (i)(Blister)	-	200	-
Cl-5.2, Table- 1 (ii)(Checks)	-	200	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	200	-
Cl-5.2, Table- 1 (iv)(Dote)	-	200	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	200	-
Cl-5.2, Table- 1 (vi)(Joints)	-	200	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	200	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	200	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	200	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	200	-
Cl-5.2, Table- 1 (xi)(Patches)	-	200	-
Cl-5.2, Table- 1 (xii)(Splits)	-	200	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	200	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	200	-
Cl-6.1(Timber)	-	200	-
Cl-6.2(Adhesive)	-	200	-
Cl-7.2.1(Thickness of veneers)	-	200	-
Cl-7.2.3(Grain Direction)	-	200	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	200	-
Cl-7.2.5.2(Splits)	-	200	-
Cl-7.2.5.3(Overlap)	-	200	-
Cl-8.1(Dimensions -length)	-	1000	-
Cl-8.2(Thickness of the plywood boards)	-	1000	-
Cl-8.3(Squareness)	-	1000	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	-
Cl-11.3.2(Mycological Test)	-	1000	-
Cl-11.4(Moisture Content)	-	500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1000	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1000	-
Cl-11.6(Formaldehyde Content Test)	-	1500	-
Cl-9(WORKMANSHIP AND FINISH)	-	200	-
Cl-7.2.4(Scarf Joints)	-	200	-
Cl-5.1(Classification by appearance)	-	200	-
Cl-5.2, Table- 1 (i)(Blister)	-	200	-
Cl-5.2, Table- 1 (ii)(Checks)	-	200	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	200	-
Cl-5.2, Table- 1 (iv)(Dote)	-	200	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	200	-
Cl-5.2, Table- 1 (vi)(Joints)	-	200	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	200	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	200	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	200	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	200	-
Cl-5.2, Table- 1 (xi)(Patches)	-	200	-
Cl-5.2, Table- 1 (xii)(Splits)	-	200	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	200	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	200	-
Cl-6.1(Timber)	-	200	-
Cl-6.2(Adhesive)	-	200	-
Cl-7.2.1(Thickness of veneers)	-	200	-
Cl-7.2.3(Grain Direction)	-	200	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	200	-
Cl-7.2.5.2(Splits)	-	200	-
Cl-7.2.5.3(Overlap)	-	200	-
Cl-8.1(Dimensions -length)	-	1000	-
Cl-8.2(Thickness of the plywood boards)	-	1000	-
Cl-8.3(Squareness)	-	1000	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	-
Cl-11.3.2(Mycological Test)	-	1000	-
Cl-11.4(Moisture Content)	-	500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1000	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1000	-
Cl-11.6(Formaldehyde Content Test)	-	1500	-
Cl-9(WORKMANSHIP AND FINISH)	-	200	-
Cl-7.2.4(Scarf Joints)	-	200	-
Cl-5.1(Classification by appearance)	-	200	-
Cl-5.2, Table- 1 (i)(Blister)	-	200	-
Cl-5.2, Table- 1 (ii)(Checks)	-	200	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	200	-
Cl-5.2, Table- 1 (iv)(Dote)	-	200	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	200	-
Cl-5.2, Table- 1 (vi)(Joints)	-	200	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	200	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	200	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	200	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	200	-
Cl-5.2, Table- 1 (xi)(Patches)	-	200	-
Cl-5.2, Table- 1 (xii)(Splits)	-	200	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	200	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	200	-
Cl-6.1(Timber)	-	200	-
Cl-6.2(Adhesive)	-	200	-
Cl-7.2.1(Thickness of veneers)	-	200	-
Cl-7.2.3(Grain Direction)	-	200	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	200	-
Cl-7.2.5.2(Splits)	-	200	-
Cl-7.2.5.3(Overlap)	-	200	-
Cl-8.1(Dimensions -length)	-	1000	-
Cl-8.2(Thickness of the plywood boards)	-	1000	-
Cl-8.3(Squareness)	-	1000	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	-
Cl-11.3.2(Mycological Test)	-	1000	-
Cl-11.4(Moisture Content)	-	500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1000	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1000	-
Cl-11.6(Formaldehyde Content Test)	-	1500	-
Cl-9(WORKMANSHIP AND FINISH)	-	200	-
Cl-7.2.4(Scarf Joints)	-	200	-
Cl-5.1(Classification by appearance)	-	-	-
Cl-5.2, Table- 1 (i)(Blister)	-	-	-
Cl-5.2, Table- 1 (ii)(Checks)	-	-	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	-	-
Cl-5.2, Table- 1 (iv)(Dote)	-	-	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	-	-
Cl-5.2, Table- 1 (vi)(Joints)	-	-	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	-	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	-	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	-	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	-	-
Cl-5.2, Table- 1 (xi)(Patches)	-	-	-
Cl-5.2, Table- 1 (xii)(Splits)	-	-	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	-	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	-	-
Cl-6.1(Timber)	-	-	-
Cl-6.2(Adhesive)	-	-	-
Cl-7.2.1(Thickness of veneers)	-	-	-
Cl-7.2.3(Grain Direction)	-	-	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	-	-
Cl-7.2.5.2(Splits)	-	-	-
Cl-7.2.5.3(Overlap)	-	-	-
Cl-8.1(Dimensions -length)	-	-	-
Cl-8.2(Thickness of the plywood boards)	-	-	-
Cl-8.3(Squareness)	-	-	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	-	-
Cl-11.3.2(Mycological Test)	-	-	-
Cl-11.4(Moisture Content)	-	-	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	-	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	-	-
Cl-11.6(Formaldehyde Content Test)	-	-	-
Cl-9(WORKMANSHIP AND FINISH)	-	-	-
Cl-7.2.4(Scarf Joints)	-	-	-

27 May, 2028

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Included w.e.f.19.05.2025 Exclusion Cl-11.7 (Steady-State Formaldehyde Emission Test)

IS 13757 (1993)

Burnt Clay Fly Ash Building Bricks-specification

4400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Dimensions)	-	1200	-
7.1(Compressive Strength)	-	1200	-
7.2(Water Absorption)	-	1000	-
7.3(Efforescence)	-	1000	-
5.0(GENERAL QUALITY)	-	500	-
6.2(Tolerances)	-	500	-
9(Marking)	-	500	-

27 May, 2028

-
-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

All

9975 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1 Table-2 vi(Loss on ignition)	-	310	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	390	-
6.1 Table-2 iv(Magnesia)	-	390	-
6.1 Table-2 iii.(Insoluble residue)	-	295	-
6.1 Table-2 viii(Alkali content)	-	780	-
6.1 Table-2 vii(Chloride content)	-	390	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	2695	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	310	-
7 Table-3 i.(Fineness)	-	780	-
7 Table-3 ii b(Expansion by Autoclave)	-	805	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	390	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	707	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	707	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	707	-
7 Table-3 iii a(Setting Time Initial)	-	390	-
7 Table-3 iii b(Setting Time Final)	-	390	-

27 May, 2028

-
Except Transverse Strength (Optional)

Bureau of Indian Standards

The National Standards Body of India

EKO PRO ENGINEERS PRIVATE LIMITED (32/37) GHAZIABAD

32/37, SOUTH SIDE OF G.T ROAD, INDUSTRIAL AREA, Ghaziabad, Uttar Pradesh, Ghaziabad, Ghaziabad, Uttar Pradesh, 201009

9810243870 labs@ekopro.in

Scope List