BIS - LIMS (Laboratory Information Management System)

VERTEX TESTING LABORATORY PRIVATE LIMITED, GHAZIABAD

C-44 Patel Nagar II, Ghaziabad-201001, Ghaziabad, Ghaziabad, Uttar Pradesh, 201001

8958564156 info.vertextesting@gmail.com

Scope List

Reset

36 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 5509 (2021)

Fire Retardant Plywood - Specification ( Third Revision )

All Type/All Size

9500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.3 (Table 1)(b) 6 mm and above)	-	300	-
4.1(Flame retardant chemicals)	-	500	-
4.2(Flame retardant and preservative treatment)	-	500	-
4.3(Treatment)	-	200	-
5(PREPARATION FOR TREATMENT)	-	200	-
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture)	-	200	-
6.1.2(Soaking Treatment)	-	200	-
6.2(Choice of Treatment)	-	200	-
7(CONDITIONING AFTER TREATMENT)	-	200	-
8.1(Dimensions)	-	300	-
8.2(Thickness)	-	200	-
8.3, Taable-1 (i)(Tolerance- Length)	-	200	-
9(WORKMANSHIP AND FINISH)	-	200	-
10(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
11 (a)(For flammability)	-	400	-
11 (b)(For flame penetration)	-	400	-
11 (c)(For rate of burning)	-	400	-
12.1 Table - 2 (i)(Moisture content, percent, Max)	-	300	-
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min)	-	200	-
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min)	-	200	-
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min)	-	200	-
12.2(Other Tests)	-	4000	-
14(Marking)	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-

23 May, 2028

-
Included w.e.f 24.06.2025

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

CS,CSC,CSFF/E1,E2/All Size

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)	-	200	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	200	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	300	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	300	-
Cl-6.5(Manufacture (Scarf joints))	-	300	-
Cl-6.6(Manufacture ( Preservative treatment))	-	300	-
Cl-7.1(Dimensions -length)	-	300	-
Cl-7.2(Thickness)	-	300	-
Cl-7.3(Squareness)	-	300	-
Cl-8.1, 8.2(Workmanship and finish)	-	300	-
Cl-10.3(Moisture Content)	-	600	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength-WOOD FAILURE, Average)	-	600	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	600	-
Cl-10.5, 10.5.1(Resistance to water test- glue shear strength- WOOD Failure, Average)	-	600	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	600	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	600	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	600	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	600	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	600	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	600	-
Cl-10.8(Tensile Strength)	-	600	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	600	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	600	-
Cl-10.10, Table-4 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	600	-
Cl-10.10, Table-4 (i) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending)	-	600	-
Cl-10.11(Retention of Preservative)	-	1000	-
Cl-10.12(Formaldehyde Content Test)	-	800	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	800	-
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	0	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	0	-
Cl-7.2(Thickness)	-	0	-
Cl-7.3(Squareness)	-	0	-
Cl-8.1, 8.2(Workmanship and finish)	-	0	-
Cl-10.3(Moisture Content)	-	0	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength-WOOD FAILURE, Average)	-	0	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	0	-
Cl-10.5, 10.5.1(Resistance to water test- glue shear strength- WOOD Failure, Average)	-	0	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	0	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	0	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	0	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	0	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	0	-
Cl-10.8(Tensile Strength)	-	0	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	0	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	0	-
Cl-10.10, Table-4 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	0	-
Cl-10.10, Table-4 (i) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending)	-	0	-
Cl-10.11(Retention of Preservative)	-	0	-
Cl-10.12(Formaldehyde Content Test)	-	0	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	0	-

23 May, 2028

-
Included w.e.f 24.06.2025

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

E1,E2/All Type/All Size

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)	-	300	-
Cl-5.2.1(Glueing)	-	200	-
Cl -5.2.2(Thickness of Veneers)	-	200	-
Cl - 5.2.3.1(Joint in Veneers)	-	200	-
Cl - 5.2.3.2(Edge joints)	-	200	-
Cl - 5.2.3.3(End joints)	-	200	-
Cl - 5.2.3.4(Scarf joints)	-	200	-
Cl - 5.2.4(Grain Direction)	-	200	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	400	-
Cl-6.1(Dimensions (length))	-	200	-
Cl-6.2(Thickness)	-	200	-
Cl-6.3(Squareness)	-	200	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	200	-
Cl-9.3(Moisture Content)	-	400	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	700	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	700	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	700	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	700	-
Cl-9.5.2(Water Resistance Test)	-	700	-
Cl-9.6(Tensile Strength-Along the grain)	-	800	-
Cl-9.7(Mycological Test -Adhesion)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	800	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	800	-
Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	800	-
Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending)	-	800	-
Cl-9.10(Retention of Preservative)	-	1300	-
Cl-9.11(Formaldehyde Content Test)	-	1000	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	200	-
5.1.1(Defects in veneers)	-	200	-
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))	-	0	-
Cl-6.2(Thickness)	-	0	-
Cl-6.3(Squareness)	-	0	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	0	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	0	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-9.5.2(Water Resistance Test)	-	0	-
Cl-9.6(Tensile Strength-Along the grain)	-	0	-
Cl-9.7(Mycological Test -Adhesion)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	0	-
Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending)	-	0	-
Cl-9.10(Retention of Preservative)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	0	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	0	-
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))	-	0	-
Cl-6.2(Thickness)	-	0	-
Cl-6.3(Squareness)	-	0	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	0	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	0	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-9.5.2(Water Resistance Test)	-	0	-
Cl-9.6(Tensile Strength-Along the grain)	-	0	-
Cl-9.7(Mycological Test -Adhesion)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	0	-
Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending)	-	0	-
Cl-9.10(Retention of Preservative)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	0	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	0	-
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))	-	0	-
Cl-6.2(Thickness)	-	0	-
Cl-6.3(Squareness)	-	0	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	0	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	0	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-9.5.2(Water Resistance Test)	-	0	-
Cl-9.6(Tensile Strength-Along the grain)	-	0	-
Cl-9.7(Mycological Test -Adhesion)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	0	-
Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending)	-	0	-
Cl-9.10(Retention of Preservative)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	0	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	0	-
Cl-4.1(Timber)	-	-	-
Cl-4.2(Adhesive)	-	-	-
Cl-5.1(Veneers)	-	-	-
Cl-5.2.1(Glueing)	-	-	-
Cl -5.2.2(Thickness of Veneers)	-	-	-
Cl - 5.2.3.1(Joint in Veneers)	-	-	-
Cl - 5.2.3.2(Edge joints)	-	-	-
Cl - 5.2.3.3(End joints)	-	-	-
Cl - 5.2.3.4(Scarf joints)	-	-	-
Cl - 5.2.4(Grain Direction)	-	-	-
Cl-5.3(Treatment)	-	-	-
Cl-5.4(Moisture Content)	-	-	-
Cl-6.1(Dimensions (length))	-	-	-
Cl-6.2(Thickness)	-	-	-
Cl-6.3(Squareness)	-	-	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	-	-
Cl-9.3(Moisture Content)	-	-	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	-	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	-	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	-	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	-	-
Cl-9.5.2(Water Resistance Test)	-	-	-
Cl-9.6(Tensile Strength-Along the grain)	-	-	-
Cl-9.7(Mycological Test -Adhesion)	-	-	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	-	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	-	-
Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	-	-
Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending)	-	-	-
Cl-9.10(Retention of Preservative)	-	-	-
Cl-9.11(Formaldehyde Content Test)	-	-	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	-	-
Cl-9.4.2(Adhesion of Plies)	-	-	-
5.1.1(Defects in veneers)	-	-	-

23 May, 2028

-
Included w.e.f 24.06.2025

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

MR,BWR,BWP/AA,AB,BB, E1,E2,/Bending Class F10 to F50/All Size

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Classification by appearance)	-	0	-
Cl-5.2, Table- 1 (i)(Blister)	-	100	-
Cl-5.2, Table- 1 (ii)(Checks)	-	100	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	150	-
Cl-5.2, Table- 1 (iv)(Dote)	-	100	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	100	-
Cl-5.2, Table- 1 (vi)(Joints)	-	100	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	100	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	100	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	100	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	100	-
Cl-5.2, Table- 1 (xi)(Patches)	-	100	-
Cl-5.2, Table- 1 (xii)(Splits)	-	100	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	100	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	150	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	0	-
Cl-7.2.1(Thickness of veneers)	-	150	-
Cl-7.2.3(Grain Direction)	-	150	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	150	-
Cl-7.2.5.2(Splits)	-	150	-
Cl-7.2.5.3(Overlap)	-	100	-
Cl-8.1(Dimensions -length)	-	200	-
Cl-8.2(Thickness of the plywood boards)	-	200	-
Cl-8.3(Squareness)	-	200	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	500	-
Cl-11.3.2(Mycological Test)	-	800	-
Cl-11.4(Moisture Content)	-	400	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	600	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	600	-
Cl-11.6(Formaldehyde Content Test)	-	1500	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9(WORKMANSHIP AND FINISH)	-	200	-
Cl-7.2.4(Scarf Joints)	-	100	-
Cl-5.1(Classification by appearance)	-	0	-
Cl-5.2, Table- 1 (i)(Blister)	-	0	-
Cl-5.2, Table- 1 (ii)(Checks)	-	0	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	0	-
Cl-5.2, Table- 1 (iv)(Dote)	-	0	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	0	-
Cl-5.2, Table- 1 (vi)(Joints)	-	0	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	0	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	0	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	0	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	0	-
Cl-5.2, Table- 1 (xi)(Patches)	-	0	-
Cl-5.2, Table- 1 (xii)(Splits)	-	0	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	0	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	0	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	0	-
Cl-7.2.1(Thickness of veneers)	-	0	-
Cl-7.2.3(Grain Direction)	-	0	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	0	-
Cl-7.2.5.2(Splits)	-	0	-
Cl-7.2.5.3(Overlap)	-	0	-
Cl-8.1(Dimensions -length)	-	0	-
Cl-8.2(Thickness of the plywood boards)	-	0	-
Cl-8.3(Squareness)	-	0	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	0	-
Cl-11.3.2(Mycological Test)	-	0	-
Cl-11.4(Moisture Content)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-11.6(Formaldehyde Content Test)	-	0	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9(WORKMANSHIP AND FINISH)	-	0	-
Cl-7.2.4(Scarf Joints)	-	0	-

23 May, 2028

-
Included w.e.f 24.06.2025

IS 383 (2016)

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

10 mm & 20 mm/Crushed & Uncrushed / coarse& Fine Aggregate, from natural Source

7500 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	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	500	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.2(b)( Aggregates Impact Value)	-	500	-
5.4.3(a)( Aggregate Abrasion Value)	-	500	-
5.4.3(b)( Aggregate Abrasion Value)	-	500	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	600	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	300	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	300	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	200	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	200	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	200	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	200	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	200	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	200	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	200	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	600	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	600	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	300	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	300	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	200	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	200	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	600	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	300	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	300	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	200	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	200	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	200	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	200	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	200	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	200	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	200	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	600	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	200	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	200	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	200	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	200	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	200	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	200	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	200	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	600	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	300	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	200	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	200	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	200	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	200	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	200	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	300	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	300	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	300	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	300	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	300	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	900	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	500	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	300	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	300	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	300	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	900	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	200	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	200	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	900	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	300	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	300	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	300	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	300	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	300	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	900	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	500	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1300	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	300	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	200	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	200	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	900	-
5.5(Soundness By Magnesium Sulphate)	-	900	-
7.2(Moisture Content)	-	300	-
7.2(Bulking Of Fine Aggregate)	-	300	-
7.2(Bulk Density loose)	-	300	-
7.2(Bulk Density Rodded)	-	300	-
5.5(Soundness By Magnesium Sulphate)	-	900	-
7.2(Moisture Content)	-	300	-
7.2(Bulk Density loose)	-	300	-
7.2(Bulk Density Rodded)	-	300	-
5.3(Elongation Index)	-	300	-
5.3(Flakiness Index)	-	300	-
5.6(Alkali Agregate Reaction )	-	300	-
5.7 table 3(WaterAbsorption)	-	300	-
5.7 table 3(Specific Gravity)	-	300	-
5.3(Flakiness & Elongation)	-	500	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	900	-
5.7 table 4 (Calcium oxide)	-	300	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	900	-
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))	-	1300	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	200	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	300	-
Clause 5.6(Nature of Aggregate)	-	300	-
Clause 5.6(Dissolved Silica)	-	300	-
Clause 5.6(Reduction in Alkalinity)	-	300	-
Clause 5.1(General)	-	200	-
Clause 5.1(General)	-	200	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	200	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	200	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	200	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	200	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	200	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	200	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	200	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	200	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	200	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-

23 May, 2028

-
Only for natural aggregates

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

12500 View breakup
-

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)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	5000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	5000	-
Clause 7.3, Annex G(Average Breaking Load)	-	400	-
Clause 7.3, Annex G(Individual Breaking Load)	-	400	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	400	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	400	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	1000	-
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. (iv) a)(Indivdual Tensile splitting strength (i))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	1900	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	1900	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	1900	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	1900	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	1800	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1800	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	400	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	400	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	400	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	400	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	400	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	400	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	400	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	400	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	400	-
Clause 7.1.3 (Colour and Texture)	-	200	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	200	-
Clause 7.1.1 (General Quality)	-	200	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	200	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	200	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	200	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	200	-
Clause 3.20(Spacer nibs)	-	400	-
10(Marking)	-	0	-
cl.5(Cement)	-	0	-
5.2(Mineral Admixture)	-	0	-
5.3(Chemical Admixtures)	-	0	-
5.4(Coarse and Fine Aggregates)	-	0	-
5.5(Pigments)	-	0	-
5.6(Water)	-	0	-

23 May, 2028

-
Except freeze thaw durability (Optional test)

Bureau of Indian Standards

The National Standards Body of India

VERTEX TESTING LABORATORY PRIVATE LIMITED, GHAZIABAD

C-44 Patel Nagar II, Ghaziabad-201001, Ghaziabad, Ghaziabad, Uttar Pradesh, 201001

8958564156 info.vertextesting@gmail.com

Scope List