BIS - LIMS (Laboratory Information Management System)

Eco Paryavaran Laboratories and Consultants Pvt. Ltd.

Eco Bhawan E- 207, Industrial Area, Phase VIIIB (Sector-74), Mohali, S.A.S Nagar, Punjab, 160071

9888901044 roopak.kumar@ecoparyavaran.org

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10 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 383 (2016)

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

Coarse and Fine aggregate (Complete as per IS)

18000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	200	Scope Restricted to Natural Resources only, Testing Charges for Coarse aggregate will be 10000/- & for fine aggregate will be 8000/-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	500	Scope Restricted to Natural Resources only, Testing Charges for Coarse aggregate will be 10000/- & for fine aggregate will be 8000/-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	500	Scope Restricted to Natural Resources only, Testing Charges for Coarse aggregate will be 10000/- & for fine aggregate will be 8000/-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	500	Scope Restricted to Natural Resources only, Testing Charges for Coarse aggregate will be 10000/- & for fine aggregate will be 8000/-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	500	Scope Restricted to Natural Resources only, Testing Charges for Coarse aggregate will be 10000/- & for fine aggregate will be 8000/-
Clause 5.6(Reduction in Alkalinity)	-	500	Scope Restricted to Natural Resources only, Testing Charges for Coarse aggregate will be 10000/- & for fine aggregate will be 8000/-
Clause 5.6(Dissolved Silica)	-	500	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	500	-
5.3(Elongation Index)	-	500	-
5.3(Flakiness Index)	-	500	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	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	-
6.2-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)	-	200	-
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	-
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	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	500	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	500	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	500	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	200	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	200	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	200	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	200	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	200	-
7.2(Bulking Of Fine Aggregate)	-	500	-
7.2(Bulk Density loose)	-	500	-
7.2(Bulk Density Rodded)	-	500	-
7.2(Bulk Density loose)	-	500	-
7.2(Bulk Density Rodded)	-	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))	-	500	-
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))	-	500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	5000	-
5.5(Soundness By Magnesium Sulphate)	-	3500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	5000	-
5.5(Soundness By Magnesium Sulphate)	-	3500	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	5000	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	1500	-
7.2(Moisture Content)	-	200	-
5.6(Alkali Agregate Reaction )	-	1200	-
5.7 table 3(WaterAbsorption)	-	200	-
Clause 5.1(General)	-	100	-
Clause 5.1(General)	-	100	-
7.2(Moisture Content)	-	100	-
5.7 table 3(Specific Gravity)	-	200	-
5.3(Flakiness & Elongation)	-	500	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	5000	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	0	-
Clause 5.6(Nature of Aggregate)	-	200	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	200	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	200	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	200	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	200	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	200	-
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	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	200	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	200	-
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	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1200	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
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))	-	500	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	500	-

11 Aug, 2029

-
Exclusion: Aggregate as per Table No. 4,5 and 6 only.

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

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

21500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	200	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	200	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	200	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	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 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	200	-
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 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	200	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	200	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1000	-
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. (ii) a)(Indivdual Compressive strength (i))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv))	-	2000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v))	-	2000	-
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. (iii) a) i)( Indivdual Dry 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) b) i)( Indivdual Wet Abrasion Resistance )	-	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. (iv) a)(Indivdual Tensile splitting strength (i))	-	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	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	2000	-
Clause 7.3, Annex F(Individual Failure Load per unit Length)	-	1500	-
Clause 7.3, Annex F(Average Failure Load per unit Length)	-	1500	-
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. (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. (v) b)(Average Flexural strength )	-	2000	-
Clause 7.3, Annex G(Individual Breaking Load)	-	1500	-
Clause 7.3, Annex G(Average Breaking Load)	-	1500	-
Clause 7.1.1 (General Quality)	-	200	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	200	-
Clause 7.1.3 (Colour and Texture)	-	200	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	200	-
Clause 3.20(Spacer nibs)	-	200	-
10(Marking)	-	100	-
cl.5(Cement)	-	0	-
5.2(Mineral Admixture)	-	0	-
5.3(Chemical Admixtures)	-	0	-
5.4(Coarse and Fine Aggregates)	-	18000	If Coarse & fine aggregate samples submitted Separately. Rs 10000/- for coarse aggregate & Rs 8000/- for fine aggregate
5.5(Pigments)	-	0	-
5.6(Water)	-	4500	If sample of the water submitted separately.

11 Aug, 2029

-
Exclusion: Clause 7.3 & 9.1.4, Table 3, Freeze Thaw Durability Test

IS 848 (2025)

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

Grade: MR/ BWR/ BWP, Type: Liquid resin, Powder resin, Film adhesive Material of Resin: Phenolic based, Aminoplastic based, Bio-Materials Based

7500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 4 Table 1(TYPES)	-	500	-
As per Clause 6.6(SETTING TIMES AND CONDITIONS)	-	0	-
As per Clause 7.3.2 Table 1(i)(Cyclic Test For BWP Type)	-	6000	-
As per Clause 7.3.2 Table 1(ii)(Cyclic Test For BWR Type)	-	6000	-
As per Clause 7.3.2 Table 1(iii)(Cyclic Test For MR Type)	-	6000	-
As per Clause 7.4(Acidity And Alkalinity (pH))	-	2000	-
As per Clause 9(Marking)	-	100	-

11 Aug, 2029

-
-

IS 12406 (2025)

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

Grade: Regular Grade, Moisture Resistance (MR), High Moisture Resistance (HMRGP), High Moisture Resistance (HMRFN), Formaldehyde Class: E1 & E2, Size: All as per IS

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	200	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	200	-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	200	-
As per Clause 8, Table 2(Thickness - IS 2380 (Part 2))	-	200	-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	200	-
As per Clause 8, Table 2(Edge straightness, Max.)	-	200	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	1500	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	1500	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	3500	-
Cl-5.1(Wood and Any Other Lignocellulosic Material)	-	200	-
Cl-5.2(Adhesive)	-	6000	-
Cl-5.3(Sizing Material)	-	200	-
Cl-5.4(Preservative Treatment)	-	2500	-
Cl-6(MANUFACTURE)	-	200	-

11 Aug, 2029

-
Exclusion: Clause 9.1, Steady-state formaldehyde emission, Fc, mg/m3 (optional test)

IS 3087 (2025)

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

Grade: Regular Grade-A, Regular Grade–B, Moisture Resistance (MR), High Moisture Resistance (HMR) Grade, Formaldehyde Class: E1 & E2, Size: All as per IS

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	200	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	200	-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	200	-
As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2))	-	200	-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	200	-
As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2))	-	200	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	1500	-
As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	1500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	2000	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	2000	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	2000	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	2000	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	3500	-

11 Aug, 2029

-
Exclusion: Clause 9.1, Steady-state formaldehyde emission, Fc, mg/m3 (optional test)

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

Grade: MR/BWP, Type: Decorative & Commercial (All grade, size, type as per IS) Complete test facility as per IS 1659 with Amdt. No. 1 & 2

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	1000	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	1500	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	1500	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	1500	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	1500	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	1500	-
9.2.3(Adhesion of Plies - Annexure H)	-	500	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	1000	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	1000	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	1000	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	200	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	200	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	200	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	200	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	200	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	200	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	500	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	500	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	1000	-
cl. 11(marking)	-	200	-
cl. 11.1(marking - BIS certification marking)	-	100	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
6.2(Core- Moisture & Width)	-	200	-
6.3(Cross Bands and Faces- Moisture content)	-	1000	-
6.3.1(Thickness of cross band and face veneers)	-	200	-
Cl-7.1(Thickness)	-	200	-
Cl-7.2(Sizes)	-	200	-
Cl 9.2.6(Detection for Copper)	-	1000	-
Cl 9.2.6(Detection for Chromium)	-	1000	-
Cl 9.2.6(Detection for Arsenic)	-	1000	-
Cl 9.2.6(Method for the detection of Boron in Borax: Boric Acid, CCB, BCCA)	-	1000	-

11 Aug, 2029

-
-

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

All Types(CS, CSC, CSFF) and Formaldehyde Class: E1 & E2 (All grade, size, type as per IS)

16000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Timber)	-	2000	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	5500	-
Cl-6.1(Manufacture)	-	100	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	200	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	100	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	100	-
Cl-6.5(Manufacture (Scarf joints))	-	100	-
Cl-6.6(Manufacture ( Preservative treatment))	-	100	-
Cl-7.1(Dimensions -length)	-	200	-
Cl-7.2(Thickness)	-	200	-
Cl-7.3(Squareness)	-	200	-
Cl-8.1, 8.2(Workmanship and finish)	-	500	-
Cl-10.3(Moisture Content)	-	1000	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength-WOOD FAILURE, Average)	-	1000	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	500	-
Cl-10.5, 10.5.1(Resistance to water test- glue shear strength- WOOD Failure, Average)	-	1000	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	1500	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	1000	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	1500	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	1000	-
Cl-10.8(Tensile Strength)	-	1000	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	1500	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	1500	-
Cl-10.10, Table-4 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	1500	-
Cl-10.10, Table-4 (i) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending)	-	1500	-
Cl-10.11(Retention of Preservative)	-	2500	-
Cl-10.12(Formaldehyde Content Test)	-	3500	-
Cl-10.10, Table-4 (ii) a(Wet Bending Strength:- Modulus of Rupture: Across the Face Grain: Average))	-	1500	-
Cl-10.10, Table-4, (ii) b(Wet Bending Strength; (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	1500	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Wood Failure)	-	1000	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N -Dry State)	-	1000	-
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)	-	2000	-
Cl-7.1(Dimensions (width))	-	200	-
Cl-7.3(Edge Straightness)	-	200	-
Cl. 12, 12.1(Marking)	-	1500	-
Cl. 12, 12.3(BIS Certificate Marking)	-	1500	-
Cl. 10.9 (Table 3)((Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	1500	-
Cl. 10.9 (Table 3)((Modulus of Rupture: Across the Face Grain: Average))	-	1500	-
Cl. 10.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	1500	-
Cl. 10.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average))	-	1500	-
Cl. 10.9 (Table 3)((Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	1500	-
Cl. 10.9 (Table 3)((Modulus of Elasticity: Across the Face Grain: Average))	-	1500	-
Cl. 10.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	1500	-
Cl. 10.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average))	-	1500	-
Cl. 10.10 (Table 4)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending)	-	1500	-
Cl. 10.10 (Table 4)((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending)	-	1500	-
Cl. 10.10 (Table 4)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending)	-	1500	-
Cl. 10.10 (Table 4)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending)	-	1500	-

11 Aug, 2029

-
Exclusion: Cl-10.13 (Steady-State Formaldehyde Emission Test), Cl-10.5.2 (Water Resistance Test (Alternate method))

IS 2202 : Part 1 (2023)

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

Grade: BWP/MR, Type: Decorative & Non Decorative (BD/BN/PD/PN/MD/MN) Size: All size as per IS (Modular/Non Modular) with designation 8 DS 20/ 8 DS 21/ 9 DS 20/ 9 DS 21/ 10 DS 20/ 10 DS 21/12 DT 20/ 12 DT 21

26000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Workmanship & Finish)	-	500	-
9.2(Workmanship & Finish)	-	500	-
9.3(Workmanship & Finish)	-	500	-
11.1(Dimensions - Height)	-	200	-
11.1(Dimensions - Width)	-	200	-
11.1(Dimensions - Thickness)	-	200	-
11.1(Dimensions - Variation in thickness)	-	200	-
11.1(Dimensions - Squareness)	-	200	-
11.12(End immersion test)	-	2000	-
11.13(Knife Test)	-	500	-
11.14(Glue Adhesion Test)	-	1500	-
4(GRADE)	-	200	-
4(TYPE)	-	200	-
5(SIZES)	-	200	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	200	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	200	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	200	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	200	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	200	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	200	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	200	-
9.1(WORKMANSHIP AND FINISH)	-	500	-
9.2(WORKMANSHIP AND FINISH)	-	500	-
9.3(WORKMANSHIP AND FINISH)	-	500	-
11.1(Dimensions and Squareness Test)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.2(General Flatness Test)	-	2000	-
11.2(General Flatness Test)	-	2000	-
11.2(General Flatness Test)	-	2000	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1000	-
11.4(Impact Indentation Test)	-	1000	-
11.5(Flexure Test)	-	2000	-
11.5(Flexure Test)	-	2000	-
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)	-	2000	-
11.7.2(Shock Resistance Test)	-	2000	-
11.8(Buckling Test)	-	2000	-
11.8(Buckling Test)	-	2000	-
11.9.2(Slamming Test)	-	2000	-
11.10(Misuse Test)	-	2000	-
11.11(Varying Humidity Test)	-	5000	-
11.11(Varying Humidity Test)	-	5000	-
11.12(End Immersion Test)	-	2000	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	2000	-
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)	-	200	-
Clause 6.1.3(moisture content)	-	1000	-
Clause 6.2.1(Plywood)	-	200	-
Clause 6.2.2(Decorative plywood)	-	200	-
Clause 6.3(Cross-Bands)	-	200	-
Clause 6.4.1(Commercial Face Veneers)	-	200	-
Clause 6.4.2(Decorative Face Veneers)	-	200	-
Clause 6.6.1(Adhesives)	-	5500	-
Clause 6.7(Particle Board)	-	200	-
Clause 6.8(Medium density fibre board)	-	200	-
Clause 6.9(Alternative Materials)	-	200	-
Clause 7.1(Blockboard Core)	-	200	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	200	-
Clause 7.3(Stiles and Rails)	-	200	-
Clause 7.4(Levelling)	-	200	-
Clause 7.5(Face Panel)	-	200	-
Clause 7.6(Lipping)	-	200	-
Clause 7.7(Rebating)	-	200	-
Clause 7.8(Opening for Glazing)	-	200	-
Clause 7.9(Venetian)	-	200	-
Clause 8.1(Locks)	-	200	-
Clause 9(WORKMANSHIP AND FINISH)	-	500	-
Clause 10.1(Classification of Tests)	-	200	-
Clause 11.1(Dimensions and Squareness Test)	-	200	-
Clause 11.2(General Flatness Test)	-	2000	-
Clause 11.3(Local Planeness Test)	-	2000	-
Clause 11.4(Impact Indentation Test)	-	2000	-
Clause 11.5(Flexure Test)	-	2000	-
Clause 11.6(Edge Loading Test)	-	2000	-
Clause 11.7(Shock Resistance Test)	-	2000	-
Clause 11.8(Buckling Resistance Test)	-	2000	-
Clause 11.9(Slamming Test)	-	2000	-
Clause 11.10(Misuse Test)	-	2000	-
Clause 11.11(Varying Humidity Test)	-	5000	-
Clause 11.12(End Immersion Test)	-	2000	-
Clause 11.13(Knife Test)	-	1000	-
Clause 11.14(Glue Adhesion Test)	-	1000	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	2000	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	100	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	200	-
Clause 14(Marking)	-	200	-
4(Grade, Type and Construction)	-	200	-
5(Sizes and Thickness)	-	200	-
6.1(Timber)	-	2000	-
6.2(Plywood for flush door shutter)	-	200	-
6.3(Cross-Bands )	-	200	-
6.4.1(Commercial Face Veneers)	-	200	-
6.4.2(Decorative face veneers)	-	200	-
6.6(Adhesives)	-	5500	-
6.7(Particle Board)	-	200	-
6.8(Medium Density Fibre)	-	200	-
6.9(Alternative Materials)	-	200	-
7(Construction)	-	200	-
8.1(Locks)	-	200	-
8.2(Other Fittings)	-	200	-
9(Workmanship and Finish)	-	500	-
10(Tests)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.2(General Flatness Test)	-	2000	-
11.3(Local Planeness Test)	-	2000	-
11.4(Impact Indentation Test)	-	2000	-
11.5(Flexure Test)	-	2000	-
11.6(Edge Loading Test)	-	2000	-
11.7(Shock Resistance Test)	-	2000	-
11.8(Buckling Resistance Test)	-	2000	-
11.9(Slamming Test)	-	2000	-
11.1(Misuse Test)	-	2000	-
11.11(Varying Humidity Test)	-	5000	-
11.12(End Immersion Test)	-	2000	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	2000	-
14(Marking )	-	200	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	200	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	200	-
11.8(Buckling Test)	-	2000	-
11.9.3(Slamming Test)	-	0	-

11 Aug, 2029

-
-

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

All grade, size and type as per IS with Formaldehyde Class- E1 & E2

16000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	5500	-
Cl-4.2(Adhesive)	-	5500	-
Cl-5.1(Veneers)	-	100	-
Cl-5.2.1(Glueing)	-	100	-
Cl -5.2.2(Thickness of Veneers)	-	200	-
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)	-	100	-
Cl-5.4(Moisture Content)	-	1000	-
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)	-	500	-
Cl-9.3(Moisture Content)	-	1000	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	500	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	1000	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	1500	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-9.6(Tensile Strength-Along the grain)	-	1000	-
Cl-9.7(Mycological Test -Adhesion)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1500	-
Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	1500	-
Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending)	-	1500	-
Cl-9.10(Retention of Preservative)	-	2500	-
Cl-9.11(Formaldehyde Content Test)	-	3500	-
Cl-9.4.2(Adhesion of Plies)	-	500	-
5.1.1(Defects in veneers)	-	100	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	1500	-
Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending)	-	1500	-
Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending)	-	1500	-
Cl-6.1(Dimensions (width))	-	200	-
Cl-8.3(Edge Straightness)	-	200	-
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)	-	1500	-
Cl-9.6(Tensile Strength-Across the grain)	-	500	-
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)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	1500	-
Cl-11.1(Marking)	-	100	-
Cl-11.3(Marking)	-	100	-
Cl-9.5.2(Water Resistance Test)	-	0	-
Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending)	-	1500	-
Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending)	-	1500	-
Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending)	-	1500	-
Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending)	-	1500	-

11 Aug, 2029

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

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

Grade: MR/BWR/BWP Formaldehyde Class- E1 & E2 (All grade, size, type as per IS)

13000 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)	-	100	-
Cl-5.2, Table- 1 (ii)(Checks)	-	100	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	100	-
Cl-5.2, Table- 1 (iv)(Dote)	-	100	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	100	-
Cl-5.2, Table- 1 (vi)(Joints)	-	100	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	100	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	100	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	100	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	100	-
Cl-5.2, Table- 1 (xi)(Patches)	-	100	-
Cl-5.2, Table- 1 (xii)(Splits)	-	100	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	100	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	100	-
Cl-6.1(Timber)	-	5500	-
Cl-6.2(Adhesive)	-	5500	-
Cl-7.2.1(Thickness of veneers)	-	200	-
Cl-7.2.3(Grain Direction)	-	100	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	100	-
Cl-7.2.5.2(Splits)	-	100	-
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)	-	1000	-
Cl-11.3.2(Mycological Test)	-	1500	-
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)	-	3500	-
Cl-9(WORKMANSHIP AND FINISH)	-	500	-
Cl-7.2.4(Scarf Joints)	-	100	-
Cl. 4(Grades)	-	100	-
Cl.5.1(Type based on classification by appearance)	-	100	-
Cl.5.2(Quality Requirements of Plywood for General Purposes)	-	500	-
Cl.8.1(Dimensions -width)	-	200	-
Cl.8, 8.3 & Annex C(Edge Straightness)	-	200	-
Cl.8, 8.3 & Annex C(Edge Squareness)	-	200	-
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)	-	200	-
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)	-	200	-

11 Aug, 2029

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

Bureau of Indian Standards

The National Standards Body of India

Eco Paryavaran Laboratories and Consultants Pvt. Ltd.

Eco Bhawan E- 207, Industrial Area, Phase VIIIB (Sector-74), Mohali, S.A.S Nagar, Punjab, 160071

9888901044 roopak.kumar@ecoparyavaran.org

Scope List