BIS - LIMS (Laboratory Information Management System)

MORBI TEST HOUSE LLP

Plot No. 10, Patel Estate, Near Murano Ceramic, Jetpar Road, Bela, Morbi - 363642, Morbi, Morbi, Gujarat, 363642

7891299299 morbitesthouse@gmail.com

Scope List

Reset

20 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 848 (2025)

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

All

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 4 Table 1(TYPES)	-	100	-
As per Clause 6.6(SETTING TIMES AND CONDITIONS)	-	0	-
As per Clause 7.3.2 Table 1(i)(Cyclic Test For BWP Type)	-	2000	-
As per Clause 7.3.2 Table 1(ii)(Cyclic Test For BWR Type)	-	2000	-
As per Clause 7.3.2 Table 1(iii)(Cyclic Test For MR Type)	-	2000	-
As per Clause 7.4(Acidity And Alkalinity (pH))	-	1500	-
As per Clause 9(Marking)	-	0	-

02 Jan, 2029

-
Included w.e.f 09.02.2026

IS 383 (2016)

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

All Grade / Type / Size / Designation

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.2(b)( Aggregates Impact Value)	-	500	-
5.4.3(a)( Aggregate Abrasion Value)	-	1000	-
5.4.3(b)( Aggregate Abrasion Value)	-	1000	-
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 )	-	500	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	500	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	500	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	500	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	500	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	500	-
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)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	500	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	500	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	500	-
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)	-	500	-
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)	-	500	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	500	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	500	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	500	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	500	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	500	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	500	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	500	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	500	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	500	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	500	-
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 )	-	500	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	500	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	500	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	500	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	500	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	500	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	500	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	500	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	500	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	500	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	500	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	500	-
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))	-	1000	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1000	-
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))	-	500	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	500	-
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))	-	300	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	100	-
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 ))	-	200	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	500	-
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))	-	1000	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	500	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1000	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1000	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	200	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	300	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	200	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	100	-
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 ))	-	200	-
5.5(Soundness By Magnesium Sulphate)	-	1000	-
7.2(Moisture Content)	-	500	-
7.2(Bulking Of Fine Aggregate)	-	100	-
7.2(Bulk Density loose)	-	500	-
7.2(Bulk Density Rodded)	-	500	-
5.5(Soundness By Magnesium Sulphate)	-	1000	-
7.2(Moisture Content)	-	500	-
7.2(Bulk Density loose)	-	500	-
7.2(Bulk Density Rodded)	-	500	-
5.3(Elongation Index)	-	200	-
5.3(Flakiness Index)	-	200	-
5.6(Alkali Agregate Reaction )	-	1000	-
5.7 table 3(WaterAbsorption)	-	300	-
5.7 table 3(Specific Gravity)	-	500	-
5.3(Flakiness & Elongation)	-	200	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	1000	-
5.7 table 4 (Calcium oxide)	-	500	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	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))	-	300	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	500	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	500	-
Clause 5.6(Nature of Aggregate)	-	100	-
Clause 5.6(Dissolved Silica)	-	500	-
Clause 5.6(Reduction in Alkalinity)	-	1000	-
Clause 5.1(General)	-	100	-
Clause 5.1(General)	-	100	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	500	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	500	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	500	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	500	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	500	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	500	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	500	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	500	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	500	-
Table 6 Cl. 5.7 (iv)()	-	500	-
Table 6 Cl. 5.7 (iv)()	-	500	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1000	-

02 Jan, 2029

-
Included w.e.f 09.02.2026

IS 10701 (2012)

Structural plywood - Specification (First Revision)

All Grade / Type / Size / Designation

17250 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.3(Glue Shear strength in dry state)	-	1000	-
11.4.1(Resistance to Water)	-	2000	-
11.4.2(Resistance to Water)	-	2000	-
11.5(Resistance to Micro-organisms)	-	1500	-
11.7.1(Compressive Strength, Bending Strength, Panel Shear Strength, Plate Shear Strength and Rolling Shear Strngth)	-	5000	-
11.8(Wet Bending Strength)	-	1500	-
Clause 11.2(Moisture content)	-	500	-
Cl-8(Dimension and tolerances)	-	1150	-
Cl-9(Workmanship and finish)	-	100	-
Cl-7.1(Veneers)	-	500	-
Cl-7.2(Construction)	-	200	-
Cl-11.9(Retention of preservatives)	-	1500	-
Cl-4(Material)	-	0	-
Cl-5(Plywood)	-	5000	-
Clause. 7.3(Consruction Inclination)	-	0	-
Clause. 7.4(Moisture content)	-	500	-
Cl-8.2(Thicnkess)	-	250	-
Cl-8.3.1(Length)	-	100	-
Cl-8.3.1(width)	-	100	-
Cl-8.3.1(Tolerances- Thickness)	-	250	-
Cl-8.3.1(Edge Straightness)	-	300	-
Cl-8.3.1(Squareness)	-	400	-
Cl-11.6, Table-3 (i)((Modulus of Rupture: Across the Face Grain: Min Ind.))	-	1500	-
Cl-11.8, Table-4((Modulus of Rupture: Across the Face Grain: Avg))	-	1500	-
Cl-11.8, Table-4((Modulus of Rupture: Along the Face Grain: Min Ind))	-	1500	-
Cl-11.8, Table-4(Modulus of Rupture: Along the Face Grain: Avg))	-	1500	-
Cl-11.8, Table-4(Modulus of Elasticity: Across the Face Grain: Min Ind)	-	1500	-
Cl-11.8, Table-4((Modulus of Elasticity: Across the Face Grain: Avg))	-	1500	-
Cl-11.8, Table-4((Modulus of Elasticity: Along the Face Grain: Min Ind))	-	1500	-
11.6(Tensile Strength)	-	1500	-

02 Jan, 2029

-
Included w.e.f. 29.01.2026

IS 5509 (2021)

Fire Retardant Plywood - Specification ( Third Revision )

All Grade / Type / Size / Designation

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.3 (Table 1)(b) 6 mm and above)	-	3000	-
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)	-	1000	-
8.2(Thickness)	-	500	-
8.3, Taable-1 (i)(Tolerance- Length)	-	500	-
9(WORKMANSHIP AND FINISH)	-	500	-
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)	-	1000	-
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min)	-	2000	-
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min)	-	2000	-
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min)	-	2000	-
12.2(Other Tests)	-	5000	-
14(Marking)	-	0	-
Cl-8.3, Table-1 (ii)(Tolerances-Width)	-	500	-
Cl-8.3, Table-1 (iii)(Tolerances- Thickness)	-	500	-
Cl-8.3, Table-1 (iv)(Edge straightness)	-	500	-
Cl-8.3, Table-1 (v)(Squareness,)	-	500	-

02 Jan, 2029

-
Included w.e.f. 29.01.2026 Exclusion; Cl-13 (ADDITIONAL REQUIREMENTS FOR ECO-MARK)

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

All Grade / Type / Size / Designation

14000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Timber)	-	100	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	4000	-
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)	-	100	-
Cl-7.2(Thickness)	-	100	-
Cl-7.3(Squareness)	-	500	-
Cl-8.1, 8.2(Workmanship and finish)	-	200	-
Cl-10.3(Moisture Content)	-	500	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	1000	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	1000	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	1500	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	1500	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	1500	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	1500	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	1500	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	1500	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	1500	-
Cl-10.8(Tensile Strength)	-	1000	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	1000	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	1000	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	1500	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	1500	-
Cl-10.11(Retention of Preservative)	-	1500	-
Cl-10.12(Formaldehyde Content Test)	-	2000	-
Cl-10.10, Table-4 (ii) a(Wet Bending Strength:- Modulus of Rupture (MOR),- Average)	-	1500	-
Cl-10.10, Table-4, (ii) b(Wet Bending Strength; Modulus of Rupture (MOR),- Minimum individual)	-	1500	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Wood Failure)	-	1500	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N -Dry State)	-	1500	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N- Resistance to Water)	-	1500	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N - Resistance to Micro-Organisms)	-	1500	-
Cl-10.8 (a)(Tensile strength)	-	1000	-
Cl-10.8 (b)(Tensile strength)	-	1000	-
Cl-10.8 (c)(Tensile strengths in both directions)	-	1000	-
Cl-7.1(Dimensions (width))	-	100	-
Cl-7.3(Edge Straightness)	-	500	-

02 Jan, 2029

-
Included w.e.f. 22.01.2026 Exclusion: Cl-10.13 (Steady-State Formaldehyde Emission Test)

IS 1328 (2025)

Veneered Decorative Plywood - Specification ( Fourth Revision )

All Grade / Type / Size / Designation

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.1(Grades)	-	100	-
Cl 4.2(Type)	-	100	-
Cl 4.3(Formaldehyde Class)	-	2000	-
Cl 5.2(Adhesive)	-	4000	-
Cl 7.1(Surface Requirements- For Type 1)	-	500	-
Cl 7.2(Surface Requirements- For Type 2)	-	500	-
Cl 7.3(Surface Requirements- For Type 3)	-	500	-
Cl 7.4(Surface Requirements- For Type 4)	-	500	-
Cl 8.1(Dimensions (Length and Width))	-	1000	-
Cl 8.2(Dimensions (Thickness))	-	500	-
Cl 8.3(Squareness and Edge Straightness as Per Annex B)	-	1000	-
Cl 8.4- Table 1(Tolerances)	-	100	-
Cl 11.3(Moisture Content)	-	1000	-
Cl 11.4.1(a)(Water Resistance Test( For MR Grade))	-	2000	-
Cl 11.4.1(b)(Water Resistance Test( For BWR Grade))	-	2000	-
Cl 11.4.1(c)(Water Resistance Test( For BWP Grade))	-	2000	-
Cl 11.5(Formaldehyde Content Test)	-	2000	-
Cl 12(Marking)	-	0	-

02 Jan, 2029

-
Included w.e.f. 29.01.2026 Exclusion: Cl 11.6 (Steady - State Formaldehyde Emission Test ( Optional Test))

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

All Grade / Type / Size / Designation

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	100	-
Cl-4.2(Adhesive)	-	4000	-
Cl-5.1(Veneers)	-	100	-
Cl-5.2.1(Glueing)	-	100	-
Cl -5.2.2(Thickness of Veneers)	-	100	-
Cl - 5.2.3.1(Joint in Veneers)	-	100	-
Cl - 5.2.3.2(Edge joints)	-	100	-
Cl - 5.2.3.3(End joints)	-	100	-
Cl - 5.2.3.4(Scarf joints)	-	100	-
Cl - 5.2.4(Grain Direction)	-	100	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	100	-
Cl-6.1(Dimensions (length))	-	200	-
Cl-6.2(Thickness)	-	200	-
Cl-6.3(Squareness)	-	500	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	200	-
Cl-9.3(Moisture Content)	-	100	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	1000	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	1000	-
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-9.5.2(Water Resistance Test)	-	2000	-
Cl-9.6(Tensile Strength-Along the grain)	-	1500	-
Cl-9.7(Mycological Test -Adhesion)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1000	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	1500	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	1500	-
Cl-9.10(Retention of Preservative)	-	1500	-
Cl-9.11(Formaldehyde Content Test)	-	2000	-
Cl-9.4.2(Adhesion of Plies)	-	100	-
5.1.1(Defects in veneers)	-	100	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	1000	-
Cl-9.9, Table-3 (ii) a(Wet Bending Strength- Modulus of Rupture (MOR)-Average)	-	1500	-
Cl-9.9, Table-3 (ii) b(Wet Bending Strength- Modulus of Rupture (MOR), -Minimum individual)	-	1500	-
Cl-6.1(Dimensions (width))	-	200	-
Cl-8.3(Edge Straightness)	-	500	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual)	-	1000	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual)	-	1000	-
Cl-9.6(Tensile Strength-Across the grain)	-	1500	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual)	-	1500	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	1000	-
Cl-11.1(Marking)	-	0	-
Cl-11.3(Marking)	-	0	-
Cl-4.1(Timber)	-	100	-
Cl-4.2(Adhesive)	-	4000	-
Cl-5.1(Veneers)	-	100	-
Cl-5.2.1(Glueing)	-	100	-
Cl -5.2.2(Thickness of Veneers)	-	100	-
Cl - 5.2.3.1(Joint in Veneers)	-	100	-
Cl - 5.2.3.2(Edge joints)	-	100	-
Cl - 5.2.3.3(End joints)	-	100	-
Cl - 5.2.3.4(Scarf joints)	-	100	-
Cl - 5.2.4(Grain Direction)	-	100	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	100	-
Cl-6.1(Dimensions (length))	-	200	-
Cl-6.2(Thickness)	-	200	-
Cl-6.3(Squareness)	-	500	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	200	-
Cl-9.3(Moisture Content)	-	200	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	1000	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	1000	-
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-9.5.2(Water Resistance Test)	-	2000	-
Cl-9.6(Tensile Strength-Along the grain)	-	1500	-
Cl-9.7(Mycological Test -Adhesion)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1000	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	1500	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	1500	-
Cl-9.10(Retention of Preservative)	-	1500	-
Cl-9.11(Formaldehyde Content Test)	-	2000	-
Cl-9.4.2(Adhesion of Plies)	-	100	-
5.1.1(Defects in veneers)	-	100	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	1000	-
Cl-9.9, Table-3 (ii) a(Wet Bending Strength- Modulus of Rupture (MOR)-Average)	-	1500	-
Cl-9.9, Table-3 (ii) b(Wet Bending Strength- Modulus of Rupture (MOR), -Minimum individual)	-	1500	-
Cl-6.1(Dimensions (width))	-	200	-
Cl-8.3(Edge Straightness)	-	500	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual)	-	1000	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual)	-	1000	-
Cl-9.6(Tensile Strength-Across the grain)	-	1500	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual)	-	1500	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	1000	-
Cl-11.1(Marking)	-	0	-
Cl-11.3(Marking)	-	0	-

02 Jan, 2029

-
Included w.e.f. 29.01.2026 Exclusion; Cl-9.12 (Steady-State Formaldehyde Emission Test)

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

All Grade / Type / Size / Designation

10700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Classification by appearance)	-	100	-
Cl-5.2, Table- 1 (i)(Blister)	-	50	-
Cl-5.2, Table- 1 (ii)(Checks)	-	50	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	50	-
Cl-5.2, Table- 1 (iv)(Dote)	-	50	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	50	-
Cl-5.2, Table- 1 (vi)(Joints)	-	50	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	50	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	50	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	50	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	50	-
Cl-5.2, Table- 1 (xi)(Patches)	-	50	-
Cl-5.2, Table- 1 (xii)(Splits)	-	50	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	50	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	50	-
Cl-6.1(Timber)	-	50	-
Cl-6.2(Adhesive)	-	4000	-
Cl-7.2.1(Thickness of veneers)	-	50	-
Cl-7.2.3(Grain Direction)	-	50	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	50	-
Cl-7.2.5.2(Splits)	-	50	-
Cl-7.2.5.3(Overlap)	-	50	-
Cl-8.1(Dimensions -length)	-	500	-
Cl-8.2(Thickness of the plywood boards)	-	500	-
Cl-8.3(Squareness)	-	1000	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	-
Cl-11.3.2(Mycological Test)	-	2500	-
Cl-11.4(Moisture Content)	-	1000	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1500	-
Cl-11.6(Formaldehyde Content Test)	-	2500	-
Cl-9(WORKMANSHIP AND FINISH)	-	50	-
Cl-7.2.4(Scarf Joints)	-	50	-
Cl. 4(Grades)	-	50	-
Cl.5.1(Type based on classification by appearance)	-	100	-
Cl.5.2(Quality Requirements of Plywood for General Purposes)	-	50	-
Cl.8.1(Dimensions -width)	-	500	-
Cl.8, 8.3 & Annex C(Edge Straightness)	-	500	-
Cl.8, 8.3 & Annex C(Edge Squareness)	-	500	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	1500	-
Cl-11.5, Table-4,(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	1500	-
Cl-8.3(Edge Straightness)	-	500	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	1500	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	1500	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	1500	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	1500	-
Cl-13(Marking)	-	50	-

02 Jan, 2029

-
Included w.e.f. 22.01.2026 Exclusion: Cl-11.7 (Steady-State Formaldehyde Emission Test)

IS 2202 : Part 2 (2022)

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

All Grade / Type / Size / Designation

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause No - 6.1(Timber)	-	100	-
Clause No -6.2(Alternative Materials (LVL)	-	0	-
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL))	-	0	-
Clause No -6.2(Alternative Materials medium density fibre board (MDF))	-	0	-
Clause No -6.2(Alternative Materials -plywood)	-	4000	-
Clause No -6.2(BWP grade flush door shutter)	-	1000	-
Clause No -6.3.1("Face Panels: Particle Board MDF/ HDF Fibre Hardboard")	-	0	-
Clause No -6.4(Adhesive)	-	4000	-
Clause No -7.1(Construction)	-	1000	-
Clause No - 7.3(" MDF board or HDF board ")	-	0	-
Clause No -9.2("Workmanship and finish")	-	200	-
Clause No -10.1(tests for flush door shutters)	-	19000	-
Clause No -10.2(End Immersion Test)	-	1000	-
Clause No -10.3(Glue Adhesion Test)	-	1000	-
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
5(SIZES AND TOLERANCES)	-	1300	-
6.5(The swelling in thickness of the particle board, MDF and HDF board for core)	-	200	-
Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.4(B N P V, P N P V and M N P V,)	-	0	-
Cl-7.2(Face Panel)	-	0	-
Cl-7.4 (Amendment No 1)(Door Blanks)	-	0	-
Cl-8(Fittings)	-	100	-

02 Jan, 2029

-
Included w.e.f. 22.01.2026 Exclusion: Clause No -12 ("ADDITIONAL REQUIREMENTS FOR ECO MARK")

IS 2191 : Part 2 (2022)

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

All Grade / Type / Size / Designation

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes and Tolerances)	-	1300	-
Cl-6.1.(Timber)	-	100	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	0	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	100	-
Cl-10.1(various test)	-	19000	-
Cl-10.2(End Immersion Test)	-	1000	-
Cl-10.3(Glue Adhesion Test)	-	1000	-
Cl-13(Marking)	-	100	-

02 Jan, 2029

-
Included w.e.f. 22.01.2026

IS 2191 : Part 1 (2022)

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

All Grade / Type / Size / Designation

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes)	-	100	-
Cl-6.1.1(Species of timber)	-	100	-
Cl-6.3(Cross-Bands)	-	100	-
Cl-6.4.1(Commercial face veneers)	-	100	-
Cl-6.4.2(Decorative face veneers)	-	100	-
Cl-6.7(Particle Board)	-	1000	-
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF))	-	100	-
Cl-11.1(Dimensions and Squareness Test)	-	1500	-
Cl-11.2(General Flatness Test)	-	1000	-
Cl-11.3(Local Planeness Test)	-	1000	-
Cl-11.4(Impact Indentation Test)	-	1500	-
Cl-11.5(Flexure Test)	-	1000	-
Cl-11.6(Edge Loading Test)	-	2000	-
Cl-11.7(Shock Resistance Test)	-	1500	-
Cl-11.8(Buckling Resistance Test)	-	2000	-
Cl-11.9(Slamming Test)	-	1000	-
Cl-11.10(Misuse Test)	-	1000	-
Cl-11.11(Varying Humidity Test)	-	2500	-
Cl-11.12(End Immersion Test)	-	1500	-
Cl-11.13(Knife Test)	-	500	-
Cl-11.14(Glue Adhesion Test)	-	1000	-
Cl-11.15(Screw Withdrawal Resistance Test)	-	2000	-
Cl-12.2(Sample Size)	-	100	-
Cl-14(Marking)	-	100	-
Cl-6.1.2(Moisture content of timber)	-	100	-
Cl-9(Workmanship and Finish)	-	100	-
Cl-6.1.3(Defects)	-	200	-
Cl-6.2(Plywood)	-	4000	-
Cl-6.5(Cross-bands and face veneers)	-	100	-
Cl-6.6(Adhesives)	-	4000	-
Cl-7(Construction)	-	100	-
Cl-8(Fittings)	-	100	-

02 Jan, 2029

-
Included w.e.f. 22.01.2026

IS 2202 : Part 1 (2023)

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

All Grade / Type / Size / Designation

21500 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)	-	1000	-
11.1(Dimensions - Width)	-	1000	-
11.1(Dimensions - Thickness)	-	1000	-
11.1(Dimensions - Variation in thickness)	-	1000	-
11.1(Dimensions - Squareness)	-	1000	-
11.12(End immersion test)	-	1500	-
11.13(Knife Test)	-	500	-
11.14(Glue Adhesion Test)	-	1000	-
4(GRADE)	-	200	-
4(TYPE)	-	200	-
5(SIZES)	-	200	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	1000	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	1000	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	1000	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	1000	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	1000	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	1000	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	1000	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	1000	-
9.1(WORKMANSHIP AND FINISH)	-	200	-
9.2(WORKMANSHIP AND FINISH)	-	200	-
9.3(WORKMANSHIP AND FINISH)	-	200	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1500	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1000	-
11.5(Flexure Test)	-	1000	-
11.6(Edge Loading Test)	-	2000	-
11.6(Edge Loading Test)	-	2000	-
11.6(Edge Loading Test)	-	2000	-
11.6(Edge Loading Test)	-	2000	-
11.7.1(Shock Resistance Test)	-	1500	-
11.7.2(Shock Resistance Test)	-	1500	-
11.8(Buckling Test)	-	1000	-
11.8(Buckling Test)	-	1000	-
11.8(Buckling Test)	-	1000	-
11.9.2(Slamming Test)	-	1000	-
11.9.3(Slamming Test)	-	1000	-
11.10(Misuse Test)	-	1500	-
11.11(Varying Humidity Test)	-	2500	-
11.11(Varying Humidity Test)	-	2500	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	500	-
11.14(Glue Adhesion Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	2000	-
11.15(Screw Withdrawal Resistance Test)	-	2000	-
Clause 4.2(grades specified)	-	200	-
Clause 5(SIZES)	-	200	-
Clause 6.1.1(species of timber)	-	200	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	200	-
Clause 6.2.1(Plywood)	-	4000	-
Clause 6.2.2(Decorative plywood)	-	4000	-
Clause 6.3(Cross-Bands)	-	1000	-
Clause 6.4.1(Commercial Face Veneers)	-	1000	-
Clause 6.4.2(Decorative Face Veneers)	-	1000	-
Clause 6.6.1(Adhesives)	-	4000	-
Clause 6.7(Particle Board)	-	1000	-
Clause 6.8(Medium density fibre board)	-	1000	-
Clause 6.9(Alternative Materials)	-	1000	-
Clause 7.1(Blockboard Core)	-	1000	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	1000	-
Clause 7.3(Stiles and Rails)	-	1000	-
Clause 7.4(Levelling)	-	1000	-
Clause 7.5(Face Panel)	-	1000	-
Clause 7.6(Lipping)	-	1000	-
Clause 7.7(Rebating)	-	1000	-
Clause 7.8(Opening for Glazing)	-	1000	-
Clause 7.9(Venetian)	-	1000	-
Clause 8.1(Locks)	-	1000	-
Clause 9(WORKMANSHIP AND FINISH)	-	200	-
Clause 10.1(Classification of Tests)	-	200	-
Clause 11.1(Dimensions and Squareness Test)	-	1000	-
Clause 11.2(General Flatness Test)	-	1000	-
Clause 11.3(Local Planeness Test)	-	1000	-
Clause 11.4(Impact Indentation Test)	-	1500	-
Clause 11.5(Flexure Test)	-	1000	-
Clause 11.6(Edge Loading Test)	-	2000	-
Clause 11.7(Shock Resistance Test)	-	1500	-
Clause 11.8(Buckling Resistance Test)	-	1000	-
Clause 11.9(Slamming Test)	-	1000	-
Clause 11.10(Misuse Test)	-	1500	-
Clause 11.11(Varying Humidity Test)	-	2500	-
Clause 11.12(End Immersion Test)	-	1500	-
Clause 11.13(Knife Test)	-	500	-
Clause 11.14(Glue Adhesion Test)	-	1000	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	2000	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause 14(Marking)	-	200	-
4(Grade, Type and Construction)	-	1000	-
5(Sizes and Thickness)	-	1000	-
6.1(Timber)	-	200	-
6.2(Plywood for flush door shutter)	-	4000	-
6.3(Cross-Bands )	-	1000	-
6.4.1(Commercial Face Veneers)	-	1000	-
6.4.2(Decorative face veneers)	-	1000	-
6.6(Adhesives)	-	4000	-
6.7(Particle Board)	-	1000	-
6.8(Medium Density Fibre)	-	1000	-
6.9(Alternative Materials)	-	1000	-
7(Construction)	-	500	-
8.1(Locks)	-	200	-
8.2(Other Fittings)	-	1000	-
9(Workmanship and Finish)	-	200	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1000	-
11.6(Edge Loading Test)	-	2000	-
11.7(Shock Resistance Test)	-	1500	-
11.8(Buckling Resistance Test)	-	1000	-
11.9(Slamming Test)	-	1000	-
11.1(Misuse Test)	-	1500	-
11.11(Varying Humidity Test)	-	2500	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	500	-
11.14(Glue Adhesion Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	2000	-
14(Marking )	-	200	-
9.1(Workmanship & Finish)	-	200	-
9.2(Workmanship & Finish)	-	200	-
9.3(Workmanship & Finish)	-	200	-
11.1(Dimensions - Height)	-	1000	-
11.1(Dimensions - Width)	-	1000	-
11.1(Dimensions - Thickness)	-	1000	-
11.1(Dimensions - Variation in thickness)	-	1000	-
11.1(Dimensions - Squareness)	-	1000	-
11.12(End immersion test)	-	1500	-
11.13(Knife Test)	-	500	-
11.14(Glue Adhesion Test)	-	1000	-
4(GRADE)	-	200	-
4(TYPE)	-	200	-
5(SIZES)	-	200	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	1000	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	1000	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	1000	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	1000	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	1000	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	1000	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	1000	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	1000	-
9.1(WORKMANSHIP AND FINISH)	-	200	-
9.2(WORKMANSHIP AND FINISH)	-	200	-
9.3(WORKMANSHIP AND FINISH)	-	200	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1500	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1000	-
11.5(Flexure Test)	-	1000	-
11.6(Edge Loading Test)	-	2000	-
11.6(Edge Loading Test)	-	2000	-
11.6(Edge Loading Test)	-	2000	-
11.6(Edge Loading Test)	-	2000	-
11.7.1(Shock Resistance Test)	-	1500	-
11.7.2(Shock Resistance Test)	-	1500	-
11.8(Buckling Test)	-	1000	-
11.8(Buckling Test)	-	1000	-
11.8(Buckling Test)	-	1000	-
11.9.2(Slamming Test)	-	1000	-
11.9.3(Slamming Test)	-	1000	-
11.10(Misuse Test)	-	1500	-
11.11(Varying Humidity Test)	-	2500	-
11.11(Varying Humidity Test)	-	2500	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	500	-
11.14(Glue Adhesion Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	2000	-
11.15(Screw Withdrawal Resistance Test)	-	2000	-
Clause 4.2(grades specified)	-	200	-
Clause 5(SIZES)	-	200	-
Clause 6.1.1(species of timber)	-	200	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	200	-
Clause 6.2.1(Plywood)	-	4000	-
Clause 6.2.2(Decorative plywood)	-	4000	-
Clause 6.3(Cross-Bands)	-	1000	-
Clause 6.4.1(Commercial Face Veneers)	-	1000	-
Clause 6.4.2(Decorative Face Veneers)	-	1000	-
Clause 6.6.1(Adhesives)	-	4000	-
Clause 6.7(Particle Board)	-	1000	-
Clause 6.8(Medium density fibre board)	-	1000	-
Clause 6.9(Alternative Materials)	-	1000	-
Clause 7.1(Blockboard Core)	-	1000	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	1000	-
Clause 7.3(Stiles and Rails)	-	1000	-
Clause 7.4(Levelling)	-	1000	-
Clause 7.5(Face Panel)	-	1000	-
Clause 7.6(Lipping)	-	1000	-
Clause 7.7(Rebating)	-	1000	-
Clause 7.8(Opening for Glazing)	-	1000	-
Clause 7.9(Venetian)	-	1000	-
Clause 8.1(Locks)	-	1000	-
Clause 9(WORKMANSHIP AND FINISH)	-	200	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	1000	-
Clause 11.2(General Flatness Test)	-	1000	-
Clause 11.3(Local Planeness Test)	-	1000	-
Clause 11.4(Impact Indentation Test)	-	1500	-
Clause 11.5(Flexure Test)	-	1000	-
Clause 11.6(Edge Loading Test)	-	2000	-
Clause 11.7(Shock Resistance Test)	-	1500	-
Clause 11.8(Buckling Resistance Test)	-	1000	-
Clause 11.9(Slamming Test)	-	1000	-
Clause 11.10(Misuse Test)	-	1500	-
Clause 11.11(Varying Humidity Test)	-	2500	-
Clause 11.12(End Immersion Test)	-	1500	-
Clause 11.13(Knife Test)	-	500	-
Clause 11.14(Glue Adhesion Test)	-	1000	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	2000	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause 14(Marking)	-	200	-
4(Grade, Type and Construction)	-	1000	-
5(Sizes and Thickness)	-	1000	-
6.1(Timber)	-	200	-
6.2(Plywood for flush door shutter)	-	4000	-
6.3(Cross-Bands )	-	1000	-
6.4.1(Commercial Face Veneers)	-	1000	-
6.4.2(Decorative face veneers)	-	1000	-
6.6(Adhesives)	-	4000	-
6.7(Particle Board)	-	1000	-
6.8(Medium Density Fibre)	-	1000	-
6.9(Alternative Materials)	-	1000	-
7(Construction)	-	500	-
8.1(Locks)	-	200	-
8.2(Other Fittings)	-	1000	-
9(Workmanship and Finish)	-	200	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1000	-
11.6(Edge Loading Test)	-	2000	-
11.7(Shock Resistance Test)	-	1500	-
11.8(Buckling Resistance Test)	-	1000	-
11.9(Slamming Test)	-	1000	-
11.1(Misuse Test)	-	1500	-
11.11(Varying Humidity Test)	-	2500	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	500	-
11.14(Glue Adhesion Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	2000	-
14(Marking )	-	200	-

02 Jan, 2029

-
Included w.e.f. 22.01.2026 Exclusion: Clause 13 (ADDITIONAL REQUIREMENTS FOR ECO MARK)

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

BWP/ MR/ Decorative/ Commercial/ All Sizes

5900 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)	-	1000	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	1000	-
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)	-	1000	-
9.2.3(Adhesion of Plies - Annexure H)	-	800	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	700	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	700	-
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)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	500	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	50	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	100	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	100	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	50	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	50	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	50	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	100	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	100	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	500	-
cl. 11(marking)	-	0	-
cl. 11.1(marking - BIS certification marking)	-	0	-
6.2(Core- Moisture & Width)	-	200	-
6.3(Cross Bands and Faces- Moisture content)	-	200	-
6.3.1(Thickness of cross band and face veneers)	-	50	-
Cl-7.1(Thickness)	-	50	-
Cl-7.2(Sizes)	-	100	-

02 Jan, 2029

-
Included w.e.f. 13.01.2025 Cl-10 (ADDITIONAL REQUIREMENTS FOR ECO-MARK)

IS 456 (2000)

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

Construction Water only, Compressive Strength only and Aggregate olny

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	2000	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	1500	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	1500	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	2000	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	2000	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	1000	-
5.4.2-IS: 3025(P-11)(Ph)	-	1000	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	1000	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	1000	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	2000	-
Cl 5.4 Table 1 (iv)(Chloride)	-	1500	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	2000	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	2000	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	1000	-
Cl 5.4 .2(pH)	-	1000	-
Cl 5.4 (b)(Alkalinity)	-	1000	-
Cl 5.4 (a)(Acidity)	-	1000	-
16.1(Average Compressive Strength)	-	2000	-
16.1(Compressive Strength of Individual Samples )	-	2000	-
16.1(Compressive Strength of Individual Samples )	-	2000	-
16.1(Compressive Strength of Individual Samples )	-	2000	-
Clause 5.4(Description)	-	500	-
5.3(Aggregates)	-	14000	Construction Water + Hardened Concerete Cement Cube + Aggregate = 12000 + 2000 + 14000
5.7(Storage of Materials)	-	500	-

02 Jan, 2029

-
Included w.e.f. 13.01.2025 "For Construction Water only For Compressive Strength only"

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

All Grade M-30, M-35, M-40, M-50, M-55 / All Thickness / Single and Double layer (Group I and Group II)

14000 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)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	3000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	3000	-
Clause 7.3, Annex G(Average Breaking Load)	-	2000	-
Clause 7.3, Annex G(Individual Breaking Load)	-	2000	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	2000	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	2000	-
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))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1000	-
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))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	1000	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	500	-
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) (Indivdual Thickness, Th)	-	500	-
Clause 7.2, Table No. 2, SI No. (iii) (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)	-	500	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	500	-
Clause 7.1.1 (General Quality)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	500	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	500	-
Clause 3.20(Spacer nibs)	-	500	-
10(Marking)	-	500	-
5.4(Coarse and Fine Aggregates)	-	12000	Paving Block + aggregate = 14000 + 12000
5.6(Water)	-	7000	Paving Block + Construction Water = 14000 + 7000
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v))	-	2500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii))	-	2000	-

02 Jan, 2029

-
Included w.e.f. 13.01.2025 Exclusion: cl.5 (Cement), 5.2 (Mineral Admixture), 5.3 (Chemical Admixtures), 5.5 (Pigments)

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

All Grade / Type / Size / Designation

22000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Physical requirments)	-	500	-
8.2(Physical requirments-Dimensions-Length)	-	1000	-
8.2(Physical requirments-Dimensions-Height)	-	1000	-
8.2(Physical requirments-Dimensions-Width)	-	1000	-
8.3(Physical requirments- Block density)	-	2000	-
8.4(Physical requirments- Compressive strength)	-	5000	-
8.5(Thermal Conductivity)	-	5500	-
8.6( Drying Shrinkage )	-	4000	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	2000	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	2000	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	5000	-
8.3 & 9.1(Indivisual Moisture Content)	-	2000	-
8.3 & 9.1 Table 1(Indivisual Block Density)	-	2000	-
3.2 & 8.2(Indivisual Height)	-	1000	-
3.2 & 8.2(Indivisual Width)	-	1000	-
3.2 & 8.2(Indivisual Length)	-	1000	-
8.6, 9.4 & 11.5(Grade)	-	1000	-
3.4(Special Faces)	-	500	-
3.3(Faces & Arises)	-	1000	-
3.1(Shape)	-	1000	-
8.1.1(General (Exposed wall construction))	-	500	-
5(MATERIALS)	-	500	-
7(SURFACE TEXTURE AND FINISH)	-	500	-
9.3(Thermal Conductivity)	-	5500	-
15(Marking)	-	500	-

02 Jan, 2029

-
Included w.e.f. 13.01.2025

IS 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

Type 1, Type 2, Type 3 and Type 4

18000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	500	-
5.1(Tensile Adhesion Strength )	-	4000	-
5.1(Tensile Adhesion Strength)	-	4000	-
5.2(Shear Adhesion Strength )	-	5000	-
5.2(Shear Adhesion Strength)	-	5000	-
5.2(Shear Adhesion Strength)	-	5000	-
5.3(OpenTime)	-	3000	-
5.4(Adjustment Time)	-	3000	-
5.5(Slip (Required for Vertical Application Only))	-	1000	-
5.6(Deformability (Required for VerticalApplication Only))	-	1000	-
8.2(Marking)	-	500	-

02 Jan, 2029

-
Included w.e.f. 07.01.2026

IS 2095 : Part 2 (2022)

Gypsum plaster boards - specification: Part 2 Coated laminated gypsum plaster boards Third Revision of IS 2095 Part 2

All

40500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 4.1 ( i)("CaS04 . 2H2 O, Min")	-	4000	-
Clause 4.1 (ii))(Free water, percent)	-	3000	-
Clause 4.1 ( iii)(" pH a) Natural (mineral) gypsum b) By-product gypsum")	-	3000	-
Clause 4.1 ( iv)("SiO2 , Max")	-	4000	-
Clause 4.1 ( v)(Chloride content, Max)	-	4000	-
(Clause 6.1.1)(Dimensions - Width,Length, Thickness (mm))	-	5000	-
(Clause 6.1.2)(Tolerance on Shape)	-	5000	-
(Clause 6.2)(Density)	-	3500	-
(Clause 6.3)(" Flexural Breaking Load ")	-	6500	-
(Clause 6.5)("Finish ")	-	1500	-
(Clauses 7.1.2 )(Sampling of Gypsum Plaster Board)	-	1000	-

02 Jan, 2029

-
Included w.e.f. 07.01.2026 (Clause 6.4) (Fire Resistance)

IS 2095 : Part 1 (2023)

Gypsum Plaster Boards Specification Part 1 Plain Gypsum Plaster Boards

All

41000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause. 5.0(CaSO4.2H2O)	-	2500	-
Clause. 5.0(Free water (Natural / By -product))	-	2000	-
Clause. 5.0(pHvalue (Natural / By -product))	-	1500	-
Clause. 5.0(SiO2)	-	2500	-
Clause. 5.0(Chloride content)	-	2500	-
Clause. 6.0(Manufacturing)	-	500	-
Clause. 7.0(Dimensions)	-	3000	-
Clause. 7.0(Tolerances)	-	4000	-
Clause. 7.0(Density)	-	2500	-
Clause. 7.0(Flexural Breaking Load)	-	5000	-
Clause. 7.0(Impact Resistance)	-	5000	-
Clause. 7.0(Surface Hardness)	-	2000	-
Clause. 7.0(Loading Capability)	-	3500	-
Clause. 7.0(Water Absorption)	-	2000	-
Clause. 7.0(Finish)	-	500	-
Cl-5.3(Paper Liner)	-	2000	-
Clause 7.1(Dimensions)	-	3000	-
(Clause 7.2)(Density)	-	2500	-
(Clause 7.3)(Flexural Load)	-	5000	-
(Clause 7.4)(Impact Resistance)	-	5000	-
(Clause 7.5)(Surface Hardness)	-	2000	-
(Clause 7.6)(Loading Capability)	-	3500	-
(Clause 7.7)(Water Absorption)	-	2000	-

02 Jan, 2029

-
Included w.e.f. 07.01.2026 Clause. 7.0 (Fire Resistance), (Clause 7.8) (Fire Resistance)

IS 15622 (2017)

Pressed Ceramic Tiles - Specification (First Revision)

Glazed and Unglazed, Floor and Wall

24000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5& 5.1, Table 1(Coordinating size- IS 13630(pt-1))	-	200	-
5& 5.1, Table 1(Work size- IS 13630(pt-1))	-	200	-
5& 5.1, Table 1(Thickness- IS 13630(pt-1))	-	200	-
5& 5.1, Table 2(Nominal size -IS 13630(pt-1))	-	200	-
5& 5.1, Table 2(Work size-IS 13630(pt-1))	-	200	-
5& 5.1, Table 2(Thickness- IS 13630(pt-1))	-	200	-
5& 5.1, Table 3(Coordinating size- IS 13630(pt-1))	-	200	-
5& 5.1, Table 3(Work size-IS 13630(pt-1))	-	200	-
5& 5.1, Table 3(Thickness- IS 13630(pt-1))	-	200	-
5& 5.1, Table 4(Nominal size-IS 13630(pt-1))	-	200	-
5& 5.1, Table 4(Work size-IS 13630(pt-1))	-	200	-
5& 5.1, Table 4(Thickness- IS 13630(pt-1))	-	200	-
6 table 5, i a (Length-IS 13630(pt-1))	-	1000	-
6 table 5,i a (width-IS 13630(pt-1))	-	1000	-
6 table 5, i b (Thickness- IS 13630(pt-1))	-	1000	-
6 table 5, i c(Straigthness of side-IS 13630(pt-1))	-	1500	-
6 table 5, i d(Rectangularity-IS 13630(pt-1))	-	1500	-
6 table 5, i e(Surface flatness-IS 13630(pt-1))	-	2000	-
6 table 5, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 5, ii a(Water Absorption-IS 13630(pt-2))	-	1500	-
6 table 5, ii b(Module of rupture -IS 13630(pt-6))	-	750	-
6 table 5, ii c(Bending Strength-IS 13630(pt-6))	-	750	-
6 table 5, ii d(Moisture Expension-IS 13630(pt-3))	-	1500	-
6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13))	-	500	-
6 table 5, ii f(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	2000	-
6 table 5, ii g(Thermal shock resistance IS 13630(pt-5))	-	2000	-
6 table 5, ii h(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 5, ii j(Co-efficient of friction-tiles intended for used on floor )	-	500	-
6 table 5, ii k(Crazing resistance-IS 13630(pt-9))	-	2500	-
6 table 5, ii m(resistance to surface abrasion of glazed Tilles)	-	2000	-
6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8))	-	300	-
6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8))	-	500	-
6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its compounds – Glazed tiles-IS 13630(pt-8))	-	500	-
6 table 6, i a (Length-IS 13630(pt-1))	-	1000	-
6 table 6, i a (width-IS 13630(pt-1))	-	1000	-
6 table 6, i b (Thickness-IS 13630(pt-1))	-	1000	-
6 table 6, i c(Straigthness of side-IS 13630(pt-1))	-	1500	-
6 table 6, i d(Rectangularity-IS 13630(pt-1))	-	1500	-
6 table 6, i e(Surface flatness-IS 13630(pt-1))	-	2000	-
6 table 6, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 6, ii a(Water Absorption-IS 13630(pt-2) )	-	1500	-
6 table 6, ii b(Module of rupture -IS 13630(pt-6))	-	750	-
6 table 6, ii c(Bending Strength-IS 13630(pt-6))	-	750	-
6 table 6, ii d(Moisture Expension-IS 13630(pt-3))	-	1500	-
6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	500	-
5 table 6, ii f(Resistance to surface abrasion of glazed Tilles)	-	2000	-
6 table 6, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	2000	-
6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) )	-	2000	-
6 table 6, ii j(Crazing resistance-IS 13630(pt-9))	-	2500	-
6 table 6, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 6, ii m(Co-efficient of friction-tiles intended for used on floor )	-	500	-
6 table 6, ii n(Forst resistance-IS 13630(pt-10))	-	4000	-
6 table 6, ii p(Resistance to deep abrasion of unglazed tiles)	-	2000	-
6 table 6, iii a(Resistance to staining of glazed Tilles)	-	300	-
6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	500	-
6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	500	-
6 table 7, i a (Length-IS 13630(pt-1))	-	1000	-
6 table 7, i a (width-IS 13630(pt-1))	-	1000	-
6 table 7, i b (Thickness-IS 13630(pt-1))	-	1000	-
6 table 7, i c(Straigthness of side-IS 13630(pt-1))	-	1500	-
6 table 7, i d(Rectangularity-IS 13630(pt-1))	-	1500	-
6 table 7, i e(Surface flatness-IS 13630(pt-1))	-	2000	-
6 table 7, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 7, ii a(Water Absorption-IS 13630(pt-2) )	-	1500	-
6 table 7, ii b(Module of rupture-IS 13630(pt-6) )	-	750	-
6 table 7, ii c(Bending Strength-IS 13630(pt-6))	-	750	-
6 table 7, ii d(Moisture Expension-IS 13630(pt-3))	-	1500	-
6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13))	-	500	-
6 table 7, ii f(Resistance to surface abrasion of glazed Tilles)	-	2000	-
6 table 7, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	2000	-
6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) )	-	2000	-
6 table 7, ii j(Crazing resistance-IS 13630(pt-9))	-	2500	-
6 table 7, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 7, ii m(Co-efficient of friction-tiles intended for used on floor )	-	500	-
6 table 7, ii n(Forst resistance-IS 13630(pt-10))	-	4000	-
6 table 7, ii p(Resistance to deep abrasion of unglazed tiles)	-	2000	-
6 table 7, iii a(Resistance to staining of glazed Tilles)	-	300	-
6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	500	-
6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	500	-
6 table 8, i a (Length-IS 13630(pt-1))	-	1000	-
6 table 8, i a (width-IS 13630(pt-1))	-	1000	-
6 table 8, i b (Thickness-IS 13630(pt-1))	-	1000	-
6 table 8, i c(Straigthness of side-IS 13630(pt-1))	-	1500	-
6 table 8, i d(Rectangularity-IS 13630(pt-1))	-	1500	-
6 table 8, i e(Surface flatness-IS 13630(pt-1))	-	2000	-
6 table 8, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 8, ii a(Water Absorption-IS 13630(pt-6) )	-	1500	-
6 table 8, ii b(Module of rupture-IS 13630(pt-6) )	-	750	-
6 table 8, ii c(Bending Strength-IS 13630(pt-6))	-	750	-
6 table 8, ii d(Moisture Expension-IS 13630(pt-3))	-	1500	-
6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	500	-
6 table 8, ii f(Resistance to surface abrasion of glazed Tilles)	-	2000	-
6 table 8, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	2000	-
6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) )	-	2000	-
6 table 8, ii j(Crazing resistance-IS 13630(pt-9))	-	2500	-
6 table 8, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor )	-	500	-
6 table 8, ii n(Forst resistance-IS 13630(pt-10))	-	4000	-
6 table 8, ii p(Resistance to deep abrasion of unglazed tiles)	-	2000	-
6 table 8, ii q(Bulk Density-IS13630(pt-2))	-	1500	-
6 table 8, iii a(Resistance to staining of glazed Tilles)	-	500	-
6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	1500	-
6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	-
6 table 9, i a (Length-IS 13630(pt-1))	-	1000	-
6 table 9, i a (width-IS 13630(pt-1))	-	1000	-
6 table 9, i b (Thickness-IS 13630(pt-1))	-	1000	-
6 table 9, i c(Straigthness of side-IS 13630(pt-1))	-	1500	-
6 table 9, i d(Rectangularity-IS 13630(pt-1))	-	1500	-
6 table 9, i e(Surface flatness-IS 13630(pt-1))	-	2000	-
6 table 9, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 9, ii a(Water Absorption-IS 13630(pt-6) )	-	1500	-
6 table 9, ii b(Module of rupture-IS 13630(pt-6) )	-	750	-
6 table 9, ii c(Bending Strength-IS 13630(pt-6))	-	750	-
6 table 9, ii d(Moisture Expension-IS 13630(pt-3))	-	1500	-
6 table 9, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	500	-
6 table 9, ii f(Resistance to surface abrasion of glazed Tilles)	-	2000	-
6 table 9, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C )	-	2000	-
6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5))	-	2000	-
6 table 9, ii j(Crazing resistance-IS 13630(pt-9))	-	2500	-
6 table 9, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor )	-	500	-
6 table 9, ii n(Forst resistance-IS 13630(pt-10))	-	4000	-
6 table 9, ii p(Resistance to deep abrasion of unglazed tiles)	-	2000	-
6 table 9, ii q(Bulk Density-)	-	1500	-
6 table 9, iii a(Resistance to staining )	-	500	-
6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	1500	-
6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	-
6.0, Table 5 - 9 & SI No. - 1E(3)(Warpage)	-	1000	-
6.0, Table 5 - 9 & SI No. - 1E(2)(Edge Curveture)	-	1000	-
CLAUSE NO. 5.2(Shapes and Sizes)	-	200	-
5.3(Spacer Lug)	-	200	-

02 Jan, 2029

-
-

Bureau of Indian Standards

The National Standards Body of India

MORBI TEST HOUSE LLP

Plot No. 10, Patel Estate, Near Murano Ceramic, Jetpar Road, Bela, Morbi - 363642, Morbi, Morbi, Gujarat, 363642

7891299299 morbitesthouse@gmail.com

Scope List