BIS - LIMS (Laboratory Information Management System)

VERTEX TESTING LABORATORY PRIVATE LIMITED, GHAZIABAD

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

8958564156 info.vertextesting@gmail.com

Scope List

Reset

18 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

BWP,MR/Decorative,Commercial/All Size

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	800	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	500	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	100	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	500	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	100	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	500	-
9.2.3(Adhesion of Plies - Annexure H)	-	500	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	300	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	100	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	200	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	200	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	200	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	200	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	200	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	200	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	200	-
7.3(Dimensional Requirements - 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])	-	200	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	200	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	500	-
cl. 11(marking)	-	100	-
cl. 11.1(marking - BIS certification marking)	-	100	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	100	-
6.2(Core- Moisture & Width)	-	300	-
6.3(Cross Bands and Faces- Moisture content)	-	300	-
6.3.1(Thickness of cross band and face veneers)	-	300	-
Cl-7.1(Thickness)	-	300	-
Cl-7.2(Sizes)	-	300	-

23 May, 2028

-
Included w.e.f 16.09.2025

IS 2202 : Part 1 (2023)

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

MR,BWP/Decorative, Non Decorative/All Size/8DS20 to 12DT21

17000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Workmanship & Finish)	-	200	-
9.2(Workmanship & Finish)	-	0	-
9.3(Workmanship & Finish)	-	0	-
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)	-	300	-
11.13(Knife Test)	-	300	-
11.14(Glue Adhesion Test)	-	200	-
4(GRADE)	-	100	-
4(TYPE)	-	100	-
5(SIZES)	-	100	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	100	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	0	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	100	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	0	-
9.1(WORKMANSHIP AND FINISH)	-	0	-
9.2(WORKMANSHIP AND FINISH)	-	0	-
9.3(WORKMANSHIP AND FINISH)	-	0	-
11.1(Dimensions and Squareness Test)	-	100	-
11.1(Dimensions and Squareness Test)	-	100	-
11.1(Dimensions and Squareness Test)	-	100	-
11.1(Dimensions and Squareness Test)	-	100	-
11.1(Dimensions and Squareness Test)	-	100	-
11.2(General Flatness Test)	-	100	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	100	-
11.4(Impact Indentation Test)	-	200	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	200	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	300	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7.1(Shock Resistance Test)	-	300	-
11.7.2(Shock Resistance Test)	-	0	-
11.8(Buckling Test)	-	300	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.9.2(Slamming Test)	-	300	-
11.9.3(Slamming Test)	-	0	-
11.10(Misuse Test)	-	300	-
11.11(Varying Humidity Test)	-	500	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	300	-
11.13(Knife Test)	-	300	-
11.14(Glue Adhesion Test)	-	500	-
11.15(Screw Withdrawal Resistance Test)	-	800	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 4.2(grades specified)	-	300	-
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)	-	500	-
Clause 6.2.1(Plywood)	-	300	-
Clause 6.2.2(Decorative plywood)	-	500	-
Clause 6.3(Cross-Bands)	-	300	-
Clause 6.4.1(Commercial Face Veneers)	-	300	-
Clause 6.4.2(Decorative Face Veneers)	-	200	-
Clause 6.6.1(Adhesives)	-	500	-
Clause 6.7(Particle Board)	-	500	-
Clause 6.8(Medium density fibre board)	-	500	-
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)	-	200	-
Clause 10.1(Classification of Tests)	-	200	-
Clause 11.1(Dimensions and Squareness Test)	-	200	-
Clause 11.2(General Flatness Test)	-	200	-
Clause 11.3(Local Planeness Test)	-	200	-
Clause 11.4(Impact Indentation Test)	-	200	-
Clause 11.5(Flexure Test)	-	200	-
Clause 11.6(Edge Loading Test)	-	200	-
Clause 11.7(Shock Resistance Test)	-	200	-
Clause 11.8(Buckling Resistance Test)	-	200	-
Clause 11.9(Slamming Test)	-	200	-
Clause 11.10(Misuse Test)	-	200	-
Clause 11.11(Varying Humidity Test)	-	100	-
Clause 11.12(End Immersion Test)	-	100	-
Clause 11.13(Knife Test)	-	100	-
Clause 11.14(Glue Adhesion Test)	-	100	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	100	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	100	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	100	-
Clause 14(Marking)	-	100	-
4(Grade, Type and Construction)	-	100	-
5(Sizes and Thickness)	-	100	-
6.1(Timber)	-	100	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	0	-
6.4.1(Commercial Face Veneers)	-	0	-
6.4.2(Decorative face veneers)	-	0	-
6.6(Adhesives)	-	0	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre)	-	0	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
9(Workmanship and Finish)	-	0	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7(Shock Resistance Test)	-	0	-
11.8(Buckling Resistance Test)	-	0	-
11.9(Slamming Test)	-	0	-
11.1(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
14(Marking )	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-

23 May, 2028

-
Included w.e.f. 04.09.2025

IS 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

Type-1/2/3/4/5

18000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	1000	-
5.1(Tensile Adhesion Strength )	-	2000	-
5.1(Tensile Adhesion Strength)	-	2000	-
5.2(Shear Adhesion Strength )	-	2000	-
5.2(Shear Adhesion Strength)	-	2000	-
5.2(Shear Adhesion Strength)	-	2000	-
5.3(OpenTime)	-	2000	-
5.4(Adjustment Time)	-	2000	-
5.5(Slip (Required for Vertical Application Only))	-	1000	-
5.6(Deformability (Required for VerticalApplication Only))	-	1000	-
8.2(Marking)	-	1000	-
4(Classification)	-	0	-
5.1(Tensile Adhesion Strength )	-	0	-
5.1(Tensile Adhesion Strength)	-	0	-
5.2(Shear Adhesion Strength )	-	0	-
5.2(Shear Adhesion Strength)	-	0	-
5.2(Shear Adhesion Strength)	-	0	-
5.3(OpenTime)	-	0	-
5.4(Adjustment Time)	-	0	-
5.5(Slip (Required for Vertical Application Only))	-	0	-
5.6(Deformability (Required for VerticalApplication Only))	-	0	-
8.2(Marking)	-	0	-

23 May, 2028

-
Included w.e.f 18.08.2025

IS 1117 (2018)

Laboratory glassware - Single - Volume pipettes (Second Revision)

Class A,AS&B/0.5 ml to 100 ml

14000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.1&3(Marking)	-	200	-
3(Class of Accuracy)	-	200	-
4.1(Nominal capacities)	-	200	-
4.2(Accuracy)	-	800	-
5.1(Material)	-	800	-
5.1(Material)	-	200	-
5.1.1(Limit of Alkalinity)	-	200	-
5.2(Pattern of Pipette)	-	200	-
5.3(Workmanship & Finish)	-	200	-
5.4(i) Distance of graduation line from top of pipette.)	-	200	-
5.4(ii) Distance from graduation line to top of bulb(pattern 2))	-	200	-
5.4(iii)Distance from graduation line to tip of jet (Pattern 1))	-	200	-
5.4(iv) Wall thickness)	-	200	-
5.4(a) pattern 2 pipette of 1 and 2ml )	-	200	-
5.4(b) Other pipettes)	-	200	-
5.4(v) Dia. of safety bulb (if provided ))	-	200	-
5.4(vi)Distance from top of pipette to bottom of safety bulb )	-	200	-
5.4(vii) Overall length, L)	-	200	-
5.4(viii) Length of suction tube, L1 )	-	200	-
5.4(ix) Length of delivery tube, L2 )	-	200	-
5.4(x) Internal dia. of suction tube D1 )	-	200	-
5.4(xi) External dia. of bulb D2 )	-	200	-
5.4(xii) External dia. of delivery tube D3 )	-	200	-
5.5(Delivery Time)	-	200	-
5.5(Delivery Time)	-	200	-
5.6&7(Graduation line & Visibility )	-	200	-
6.1.2(Marking)	-	200	-
6.1.1&3(Marking)	-	200	-
3(Class of Accuracy)	-	200	-
4.1(Nominal capacities)	-	200	-
4.2(Accuracy)	-	200	-
5.1(Material)	-	200	-
5.1(Material)	-	200	-
5.1.1(Limit of Alkalinity)	-	200	-
5.2(Pattern of Pipette)	-	200	-
5.3(Workmanship & Finish)	-	200	-
5.4(i) Distance of graduation line from top of pipette.)	-	200	-
5.4(ii) Distance from graduation line to top of bulb(pattern 2))	-	200	-
5.4(iii)Distance from graduation line to tip of jet (Pattern 1))	-	200	-
5.4(iv) Wall thickness)	-	200	-
5.4(a) pattern 2 pipette of 1 and 2ml )	-	200	-
5.4(b) Other pipettes)	-	200	-
5.4(v) Dia. of safety bulb (if provided ))	-	200	-
5.4(vi)Distance from top of pipette to bottom of safety bulb )	-	200	-
5.4(vii) Overall length, L)	-	200	-
5.4(viii) Length of suction tube, L1 )	-	200	-
5.4(ix) Length of delivery tube, L2 )	-	200	-
5.4(x) Internal dia. of suction tube D1 )	-	200	-
5.4(xi) External dia. of bulb D2 )	-	200	-
5.4(xii) External dia. of delivery tube D3 )	-	200	-
5.5(Delivery Time)	-	200	-
5.5(Delivery Time)	-	200	-
5.6&7(Graduation line & Visibility )	-	200	-
6.1.2(Marking)	-	200	-
6.1.1&3(Marking)	-	200	-
3(Class of Accuracy)	-	200	-
4.1(Nominal capacities)	-	200	-
4.2(Accuracy)	-	200	-
5.1(Material)	-	200	-
5.1(Material)	-	200	-
5.1.1(Limit of Alkalinity)	-	200	-
5.2(Pattern of Pipette)	-	200	-
5.3(Workmanship & Finish)	-	200	-
5.4(i) Distance of graduation line from top of pipette.)	-	200	-
5.4(ii) Distance from graduation line to top of bulb(pattern 2))	-	200	-
5.4(iii)Distance from graduation line to tip of jet (Pattern 1))	-	200	-
5.4(iv) Wall thickness)	-	200	-
5.4(a) pattern 2 pipette of 1 and 2ml )	-	200	-
5.4(b) Other pipettes)	-	200	-
5.4(v) Dia. of safety bulb (if provided ))	-	200	-
5.4(vi)Distance from top of pipette to bottom of safety bulb )	-	200	-
5.4(vii) Overall length, L)	-	200	-
5.4(viii) Length of suction tube, L1 )	-	200	-
5.4(ix) Length of delivery tube, L2 )	-	200	-
5.4(x) Internal dia. of suction tube D1 )	-	0	-
5.4(xi) External dia. of bulb D2 )	-	0	-
5.4(xii) External dia. of delivery tube D3 )	-	0	-
5.5(Delivery Time)	-	0	-
5.5(Delivery Time)	-	0	-
5.6&7(Graduation line & Visibility )	-	0	-
6.1.2(Marking)	-	0	-
4.1(unit of volume)	-	0	-
4.2(delivery volume)	-	0	-
4.3(reference temperature)	-	0	-
5.1(Types and Classes of accuracy)	-	0	-
5.2(Types of single- volume pipette)	-	0	-
Clause- 6.0(Maximum Permissible error)	-	0	-
7.1(Material)	-	0	-
7.2(Shape)	-	0	-
7.3(Bulb)	-	0	-
7.4(Dimensions)	-	0	-
7.5(Top of Pipette)	-	0	-
7.6(Delivery Jet)	-	0	-
7.7(Delivery Time)	-	0	-
7.8(Waiting Time)	-	0	-
Clause- 8.0(Graduation Line)	-	0	-
Clause- 9.0(Setting of the Meniscus)	-	0	-
Clause-10.0(Marking)	-	0	-
6.1.1&3(Marking)	-	0	-
3(Class of Accuracy)	-	0	-
4.1(Nominal capacities)	-	0	-
4.2(Accuracy)	-	0	-
5.1(Material)	-	0	-
5.1(Material)	-	0	-
5.1.1(Limit of Alkalinity)	-	0	-
5.2(Pattern of Pipette)	-	0	-
5.3(Workmanship & Finish)	-	0	-
5.4(i) Distance of graduation line from top of pipette.)	-	0	-
5.4(ii) Distance from graduation line to top of bulb(pattern 2))	-	0	-
5.4(iii)Distance from graduation line to tip of jet (Pattern 1))	-	0	-
5.4(iv) Wall thickness)	-	0	-
5.4(a) pattern 2 pipette of 1 and 2ml )	-	0	-
5.4(b) Other pipettes)	-	0	-
5.4(v) Dia. of safety bulb (if provided ))	-	0	-
5.4(vi)Distance from top of pipette to bottom of safety bulb )	-	0	-
5.4(vii) Overall length, L)	-	0	-
5.4(viii) Length of suction tube, L1 )	-	0	-
5.4(ix) Length of delivery tube, L2 )	-	0	-
5.4(x) Internal dia. of suction tube D1 )	-	0	-
5.4(xi) External dia. of bulb D2 )	-	0	-
5.4(xii) External dia. of delivery tube D3 )	-	0	-
5.5(Delivery Time)	-	0	-
5.5(Delivery Time)	-	0	-
5.6&7(Graduation line & Visibility )	-	0	-
6.1.2(Marking)	-	0	-
6.1.1&3(Marking)	-	0	-
3(Class of Accuracy)	-	0	-
4.1(Nominal capacities)	-	0	-
4.2(Accuracy)	-	0	-
5.1(Material)	-	0	-
5.1(Material)	-	0	-
5.1.1(Limit of Alkalinity)	-	0	-
5.2(Pattern of Pipette)	-	0	-
5.3(Workmanship & Finish)	-	0	-
5.4(i) Distance of graduation line from top of pipette.)	-	0	-
5.4(ii) Distance from graduation line to top of bulb(pattern 2))	-	0	-
5.4(iii)Distance from graduation line to tip of jet (Pattern 1))	-	0	-
5.4(iv) Wall thickness)	-	0	-
5.4(a) pattern 2 pipette of 1 and 2ml )	-	0	-
5.4(b) Other pipettes)	-	0	-
5.4(v) Dia. of safety bulb (if provided ))	-	0	-
5.4(vi)Distance from top of pipette to bottom of safety bulb )	-	0	-
5.4(vii) Overall length, L)	-	0	-
5.4(viii) Length of suction tube, L1 )	-	0	-
5.4(ix) Length of delivery tube, L2 )	-	0	-
5.4(x) Internal dia. of suction tube D1 )	-	0	-
5.4(xi) External dia. of bulb D2 )	-	0	-
5.4(xii) External dia. of delivery tube D3 )	-	0	-
5.5(Delivery Time)	-	0	-
5.5(Delivery Time)	-	0	-
5.6&7(Graduation line & Visibility )	-	0	-
6.1.2(Marking)	-	0	-
6.1.1&3(Marking)	-	0	-
3(Class of Accuracy)	-	0	-
4.1(Nominal capacities)	-	0	-
4.2(Accuracy)	-	0	-
5.1(Material)	-	0	-
5.1(Material)	-	0	-
5.1.1(Limit of Alkalinity)	-	0	-
5.2(Pattern of Pipette)	-	0	-
5.3(Workmanship & Finish)	-	0	-
5.4(i) Distance of graduation line from top of pipette.)	-	0	-
5.4(ii) Distance from graduation line to top of bulb(pattern 2))	-	0	-
5.4(iii)Distance from graduation line to tip of jet (Pattern 1))	-	0	-
5.4(iv) Wall thickness)	-	0	-
5.4(a) pattern 2 pipette of 1 and 2ml )	-	0	-
5.4(b) Other pipettes)	-	0	-
5.4(v) Dia. of safety bulb (if provided ))	-	0	-
5.4(vi)Distance from top of pipette to bottom of safety bulb )	-	0	-
5.4(vii) Overall length, L)	-	0	-
5.4(viii) Length of suction tube, L1 )	-	0	-
5.4(ix) Length of delivery tube, L2 )	-	0	-
5.4(x) Internal dia. of suction tube D1 )	-	0	-
5.4(xi) External dia. of bulb D2 )	-	0	-
5.4(xii) External dia. of delivery tube D3 )	-	0	-
5.5(Delivery Time)	-	0	-
5.5(Delivery Time)	-	0	-
5.6&7(Graduation line & Visibility )	-	0	-
6.1.2(Marking)	-	0	-
4.1(unit of volume)	-	0	-
4.2(delivery volume)	-	0	-
4.3(reference temperature)	-	0	-
5.1(Types and Classes of accuracy)	-	0	-
5.2(Types of single- volume pipette)	-	0	-
Clause- 6.0(Maximum Permissible error)	-	0	-
7.1(Material)	-	0	-
7.2(Shape)	-	0	-
7.3(Bulb)	-	0	-
7.4(Dimensions)	-	0	-
7.5(Top of Pipette)	-	0	-
7.6(Delivery Jet)	-	0	-
7.7(Delivery Time)	-	0	-
7.8(Waiting Time)	-	0	-
Clause- 8.0(Graduation Line)	-	0	-
Clause- 9.0(Setting of the Meniscus)	-	0	-
Clause-10.0(Marking)	-	0	-
Cl-7.4, Table-2 (i)(Overall length)	-	0	-
Cl-7.4, Table-2 (ii)(Internal diameter at the graduation line)	-	0	-
Cl-7.4, Table-2 (iii)(Length of suction tube⎯ valid only for bulb pattern pipettes)	-	0	-
Cl-7.4, Table-2 (iv)(Length of delivery tube ⎯ valid only for bulb pattern pipettes)	-	0	-
Cl-7.4, Table-2 (v)(External diameter of delivery tube ⎯ valid only for bulb pattern pipettes)	-	0	-
Cl-7.4, Table-2 (vi)(External diameter of bulb ⎯ valid only for bulb pattern pipettes)	-	0	-
Cl-7.4, Table-2 (vii)(External diameter of tube ⎯ valid only for straight pattern pipettes)	-	0	-
Cl-7.4, Table-3 (i)(Distance of graduation line from top of pipette (one-mark pipettes))	-	0	-
Cl-7.4, Table-3 (ii)(Distance from graduation line to tip of jet (one-mark pipettes) ⎯ valid only for straight pattern pipettes)	-	0	-
Cl-7.4, Table-3 (iii)(Distance from graduation line to tip of jet (one-mark pipettes) ⎯ valid only for straight pattern pipettes)	-	0	-
Cl-7.4, Table-3 (iv)(Wall thickness (one-mark pipettes) ⎯ bulb pattern pipettes)	-	0	-
Cl-7.4, Table-3 (v)(Wall thickness (one-mark pipettes) ⎯ straight pattern pipettes)	-	0	-
Cl-7.4, Table-4 (i)(Distance of upper graduation line from top of pipette (two-mark pipettes))	-	0	-
Cl-7.4, Table-4 (ii)(Distance of upper graduation line from top of pipette (two-mark pipettes))	-	0	-
Cl-7.4, Table-4 (iii)(Distance from upper graduation line to tip of jet (two-mark pipettes) ⎯ valid only for straight pattern pipettes)	-	0	-
Cl-7.4, Table-4 (iv)(Distance from lower graduation line to bottom of bulb (two-mark pipettes))	-	0	-
Cl-7.4, Table-4 (v)(Distance from lower graduation line to tip of jet (two-mark pipettes))	-	0	-
Cl-7.4, Table-4 (vi)(Wall thickness (two-mark pipettes) ⎯ bulb pattern pipettes)	-	0	-
Cl-7.4, Table-4 (vii)(Wall thickness (two-mark pipettes) ⎯ straight pattern pipettes)	-	0	-
Cl-11(Visibility of graduation lines, figures and inscriptions)	-	0	-
Cl-12(Colour coding)	-	0	-
Cl-12(Colour coding)	-	0	-

23 May, 2028

-
Included w.e.f.16.07.2025

IS 878 (2008)

Laboratory glassware - Graduated measuring cylinders (Second Revision)

Class A&B/Type-1a,1b&2/5ml to 2000ml

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Table-1(Nominal capacity)	-	500	-
Table-1(Overall height)	-	500	-
Table-1(Distance from top of scale to top of cylinder)	-	500	-
Table-1(Internal height to highest graduation line)	-	500	-
Table-1(Sub-divisions)	-	500	-
Table-1(capacity at lowest graduation line)	-	500	-
Cl-9.1(Wall thickness)	-	500	-
Cl-9.2(Stability)	-	500	-
Cl-9.3(Base)	-	500	-
Cl-9.4(Rim and spout)	-	500	-
Cl-9.5(Neck and stopper)	-	500	-
Cl-9.6, Table-2(Nominal capacity)	-	500	-
Cl-9.6, Table-2(Overall height)	-	500	-
Cl-9.6, Table-2(Distance from top of scale to top of cylinder)	-	500	-
Cl-9.6, Table-2(Internal height to highest graduation line)	-	500	-
Cl-9.6, Table-2(Sub divisions)	-	500	-
Cl-9.6, Table-2(capacity at lowest graduation line)	-	500	-
Cl-10.1(Graduation)	-	500	-
Cl-10.2(Figuring)	-	500	-
Cl-11(Accuracy testing)	-	1000	-
Cl-13(Visibility of graduation lines, figures and marking)	-	500	-
Clause. 8.0(Material)	-	1000	-
Table- 1(Max. Permissible Error (Class- a))	-	500	-
Table- 1(Max. Permissible Error (Class- b))	-	500	-
Table- 2(Max. Permissible Error (Type-2))	-	500	-

23 May, 2028

-
Included w.e.f 12.09.2025

IS 915 (2012)

Laboratory glassware - One - Mark volumetric flasks (Third Revision)

Class-A & B/1 ml to 1000 ml

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1(Material)	-	500	-
Table 1(Nominal Capacity)	-	500	-
Table 1(Internal Neck Diameter)	-	500	-
Table 1(Distance of graduation line)	-	500	-
Table 1(Overall Height)	-	500	-
Table 1(Bulb Diameter)	-	500	-
Table 1(Base Diameter)	-	500	-
Table 1(Wall Thickness)	-	500	-
Table 1(Ground joint k4)	-	500	-
Table 1(Ground joint k6)	-	500	-
8.3(Shape)	-	500	-
8.4(Neck)	-	500	-
8.5(Stopper)	-	500	-
8.6(Dimensions)	-	500	-
9.0(Graduation Line)	-	500	-
Table-2(Nominal capacity)	-	500	-
Table-2(Internal neck diameter)	-	500	-
Table-2(Distance of graduation line 1))	-	500	-
Table-2(Overall height 2))	-	500	-
Table-2(Bulb diameter)	-	500	-
Table-2(Base diameter)	-	500	-
Table-2(Wall thickness)	-	500	-
Table-2(Ground joint 3) k4)	-	500	-
Table-2(Ground joint 3) k6)	-	500	-
12.1(Visibility of graduation line, figures and marking)	-	500	-
12.2(Visibility of graduation line, figures and marking)	-	500	-
Clause. 7.0(Accuracy)	-	500	-

23 May, 2028

-
Included w.e.f 12.09.2025

IS 2619 (2018)

Glass beakers - Specification (Third Revision)

All Type/All Size

13200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5 Capacity (a)overflow of capacity of a beaker shall exceed the nominal capacity by at least 5 %;)	-	500	-
Cl.5 Capacity (b) Distance between the levels corresponding to the nominal and overflow capacities shall be at least 10 mm.)	-	500	-
Cl.6 Material(Beakers shall be made of borosilicate glass 3.3 in accordance with ISO 3585. The glass shall be reasonably free from residual strain and from visible glass defects which might impair the safety and performance of the beaker.)	-	500	-
Cl.7.1 Dimensions(Low-form and tall-form beakers shall observe the dimensions specified in Table 1 and thick-walled beakers the dimensions specifed in Table 2. The tolerances on the external diameter shall be ±5 % of the value given in the tables.)	-	500	-
Cl.7.2 Radius at base(Beakers having a nominal capacity of 250 ml or greater shall have an external radius at the junction between the base and the side of 10 % to 20 % of the external diameter.)	-	500	-
Cl.7.2 Radius at base(Beakers having a nominal capacity less than 250 ml shall have a minimum radius at the junction between the base and the side of 5 % of the external diameter.)	-	500	-
Cl.7.3 Wall thickness(Substantial local irregularities from the minimum values for wall thickness given in the tables shall be avoided. That means, the minimum wall thickness shall fall at no place below the values given in Table 1 and Table 2 and the beakers shall comply with the requirement for thermal shock endurance specified in 8.5.)	-	500	-
Cl.8.1 Base(The design of the base shall enable the beaker to stand vertically on a plane horizontal surface without spinning or rocking)	-	500	-
8.2 Upper edge(The side of the beaker shall be slightly flared near the brim in a smooth and regular curve. The diameter of the brim shall be of the order of 5 % to 15 % greater than the diameter of the body. The edge of the brim shall be finished in a plane parallel with that of the horizontal base.)	-	500	-
Cl. 8.3 Spout(The spout shall be shaped so that, when the beaker is filled with water, the water may be poured in a regular stream clear of the side of the beaker. When the beaker is placed on a horizontal surface and filling is continued beyond its overflow capacity, the water shall first overflow from the spout and not from any other part of the brim.)	-	500	-
Cl.8.4 Scale(Beakers may be provided with a scale, which should approximately indicate the volume contained in the beaker.)	-	500	-
Cl.8.5 Thermal shock resistance(Beakers shall have a thermal shock resistance of 160 °C when tested in accordance with ISO 718.)	-	500	-
Cl.5 Capacity (a)overflow of capacity of a beaker shall exceed the nominal capacity by at least 5 %;)	-	300	-
Cl.5 Capacity (b) Distance between the levels corresponding to the nominal and overflow capacities shall be at least 10 mm.)	-	300	-
Cl.6 Material(Beakers shall be made of borosilicate glass 3.3 in accordance with ISO 3585. The glass shall be reasonably free from residual strain and from visible glass defects which might impair the safety and performance of the beaker.)	-	300	-
Cl.7.1 Dimensions(Low-form and tall-form beakers shall observe the dimensions specified in Table 1 and thick-walled beakers the dimensions specifed in Table 2. The tolerances on the external diameter shall be ±5 % of the value given in the tables.)	-	300	-
Cl.7.2 Radius at base(Beakers having a nominal capacity of 250 ml or greater shall have an external radius at the junction between the base and the side of 10 % to 20 % of the external diameter.)	-	300	-
Cl.7.2 Radius at base(Beakers having a nominal capacity less than 250 ml shall have a minimum radius at the junction between the base and the side of 5 % of the external diameter.)	-	300	-
Cl.7.3 Wall thickness(Substantial local irregularities from the minimum values for wall thickness given in the tables shall be avoided. That means, the minimum wall thickness shall fall at no place below the values given in Table 1 and Table 2 and the beakers shall comply with the requirement for thermal shock endurance specified in 8.5.)	-	300	-
Cl.8.1 Base(The design of the base shall enable the beaker to stand vertically on a plane horizontal surface without spinning or rocking)	-	300	-
8.2 Upper edge(The side of the beaker shall be slightly flared near the brim in a smooth and regular curve. The diameter of the brim shall be of the order of 5 % to 15 % greater than the diameter of the body. The edge of the brim shall be finished in a plane parallel with that of the horizontal base.)	-	300	-
Cl. 8.3 Spout(The spout shall be shaped so that, when the beaker is filled with water, the water may be poured in a regular stream clear of the side of the beaker. When the beaker is placed on a horizontal surface and filling is continued beyond its overflow capacity, the water shall first overflow from the spout and not from any other part of the brim.)	-	300	-
Cl.8.4 Scale(Beakers may be provided with a scale, which should approximately indicate the volume contained in the beaker.)	-	300	-
Cl.8.5 Thermal shock resistance(Beakers shall have a thermal shock resistance of 160 °C when tested in accordance with ISO 718.)	-	300	-
Cl.5 Capacity (a)overflow of capacity of a beaker shall exceed the nominal capacity by at least 5 %;)	-	300	-
Cl.5 Capacity (b) Distance between the levels corresponding to the nominal and overflow capacities shall be at least 10 mm.)	-	300	-
Cl.6 Material(Beakers shall be made of borosilicate glass 3.3 in accordance with ISO 3585. The glass shall be reasonably free from residual strain and from visible glass defects which might impair the safety and performance of the beaker.)	-	300	-
Cl.7.1 Dimensions(Low-form and tall-form beakers shall observe the dimensions specified in Table 1 and thick-walled beakers the dimensions specifed in Table 2. The tolerances on the external diameter shall be ±5 % of the value given in the tables.)	-	300	-
Cl.7.2 Radius at base(Beakers having a nominal capacity of 250 ml or greater shall have an external radius at the junction between the base and the side of 10 % to 20 % of the external diameter.)	-	300	-
Cl.7.2 Radius at base(Beakers having a nominal capacity less than 250 ml shall have a minimum radius at the junction between the base and the side of 5 % of the external diameter.)	-	300	-
Cl.7.3 Wall thickness(Substantial local irregularities from the minimum values for wall thickness given in the tables shall be avoided. That means, the minimum wall thickness shall fall at no place below the values given in Table 1 and Table 2 and the beakers shall comply with the requirement for thermal shock endurance specified in 8.5.)	-	300	-
Cl.8.1 Base(The design of the base shall enable the beaker to stand vertically on a plane horizontal surface without spinning or rocking)	-	300	-
8.2 Upper edge(The side of the beaker shall be slightly flared near the brim in a smooth and regular curve. The diameter of the brim shall be of the order of 5 % to 15 % greater than the diameter of the body. The edge of the brim shall be finished in a plane parallel with that of the horizontal base.)	-	300	-
Cl. 8.3 Spout(The spout shall be shaped so that, when the beaker is filled with water, the water may be poured in a regular stream clear of the side of the beaker. When the beaker is placed on a horizontal surface and filling is continued beyond its overflow capacity, the water shall first overflow from the spout and not from any other part of the brim.)	-	300	-
Cl.8.4 Scale(Beakers may be provided with a scale, which should approximately indicate the volume contained in the beaker.)	-	300	-
Cl.8.5 Thermal shock resistance(Beakers shall have a thermal shock resistance of 160 °C when tested in accordance with ISO 718.)	-	300	-

23 May, 2028

-
Included w.e.f 12.09.2025

IS 1381 : Part 1 (2003)

Laboratory glassware - Narrow - Necked boiling flasks (Second Revision)

CF,RB,FB/25ml-10000ml

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3, 4(Type of Flask)	-	1000	-
3.1, 4.1(Series of Nominal Capacity)	-	1000	-
3.2, 4.2(Nominal Capacity )	-	1000	-
3.3, 4.3(Material )	-	1000	-
3.4, 3.4.1 & 4.4, 4.4.1(Construction- a) Stability )	-	1000	-
3.4, 3.4.2 & 4.4, 4.4.2(Construction- b) Neck )	-	1000	-
3.5, 4.5(Dimensions (in mm) (Table 1&2))	-	1000	-
3.5.2(Neck Length)	-	1000	-
3.5.3, 4.5.2(Dimensions of base )	-	1000	-
3.5.4, 4.5.3(Wall thickness)	-	1000	-
5(Marking )	-	1000	-

23 May, 2028

-
Included w.e.f. 14.08.2025

IS 848 (2006)

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

MR,BWR,BWP

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 Table (i)(BWP (BOiling WaterProof))	-	1500	-
4 Table (i)(BWR (Boiling Water Resistant))	-	1500	-
4 Table (i)(MR (Moisture Ressistant))	-	1000	-
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	1000	-
7.4(Acidity and Alkalinity ( pH))	-	2000	-

23 May, 2028

-
Included w.e.f 24.06.2025

IS 12592 (2002)

Precast concrete manhole cover and frame - Specification (First Revision)

LD-2.5,MD-10,HD-20,EHD-35/Rect., Circular, Square/All Size

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Grade)	-	500	-
3(Type/Shape of Cover)	-	500	-
4.4(Reinforcement)	-	0	-
4.4(Reinforcement)	-	0	-
4.5(Steel Fibres - Diameter / equivalent diameterofsteel tibres)	-	0	-
4.5(Steel Fibres - The aspect ratio of the tibres)	-	0	-
5.2 and Table 1(Dimensions of Frame - A)	-	500	-
5.2 and Table 1(Dimensions of Frame - B)	-	500	-
5.2 and Table 1(Dimensions of Frame - C)	-	500	-
5.2 and Table 1(Dimensions of Frame - D)	-	500	-
5.2 and Table 1(Dimensions of Frame - E)	-	500	-
5.2 and Table 1(Dimensions of Frame - F)	-	500	-
5.2(Dimensions of cover- Diameter)	-	500	-
5.2(Clearance at top between the frame and the cover all round the periphery)	-	500	-
5.2(Top surface ofthe frame and cover is in level)	-	100	-
5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover)	-	100	-
5.2 and Fig 1(Clear cover to reinforcement)	-	100	-
5.2 and Fig 1(Distance of housing from the edge)	-	100	-
7.4.1(Edge Protection and Finishing - Frame)	-	100	-
7.4.1(Edge Protection and Finishing - Frame)	-	100	-
7.4.1(Edge Protection and Finishing - Frame)	-	100	-
7.4.1(Edge Protection and Finishing - Frame)	-	100	-
7.4.2(Edge Protection and Finishing - Cover)	-	100	-
7.4.2(Edge Protection and Finishing - Cover)	-	100	-
7.4.2(Edge Protection and Finishing - Cover)	-	100	-
7.4.2(Edge Protection and Finishing - Cover)	-	100	-
8(LIFTING HOOKS)	-	100	-
8(LIFTING HOOKS)	-	100	-
9.1(General)	-	100	-
9.3 and Table and Annex C(Load Test)	-	800	-
Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover)	-	200	-
Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel)	-	0	-
Clause No. 9.3 Annex C(Cracks at bottom side of the cover )	-	200	-
Clause No. 9.3 Annex C(Permanent set of cover)	-	300	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load)	-	500	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load)	-	200	-
Clause No. 8(Lifting Device)	-	200	-
Clause No. 8(Lifting Hooks (Diameter of MS rod))	-	200	-
Clause No. 7.4.4(Compatitbilty of Seating of cover and frame)	-	200	-
Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet))	-	200	-
Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface))	-	300	-
Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors))	-	300	-
Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat))	-	300	-
Clause No. 6(Design)	-	100	-

23 May, 2028

-
Included w.e.f.27.06.2025

IS 1328 (1996)

Veneered Decorative Plywood -Specification

BWR,MR/Type-1,2/All Size

8400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Grade - For BWR)	-	200	-
4.1(Grade - For MR)	-	200	-
4.2(Type - For Type 1)	-	400	-
4.2(Type - For Type 2)	-	400	-
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	400	-
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	400	-
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	400	-
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	400	-
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	400	-
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	400	-
8(Dimensions & Tolerances - Length - Cl. 8)	-	400	-
8(Dimensions & Tolerances - Width - Cl. 8)	-	400	-
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	400	-
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	400	-
8(Dimensions & Tolerances - Squareness - Annexure C)	-	400	-
9(Finish - Cl. 9.1, 8.3)	-	400	-
9(Finish - Cl. 9.2, 8.3)	-	400	-
11(Tests - Moisture Content - Part 1 of IS 1734)	-	400	-
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	400	-
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	400	-
6.1(Decorative Veneers (Thickness))	-	400	-

23 May, 2028

-
Included w.e.f 24.06.2025

IS 5509 (2021)

Fire Retardant Plywood - Specification ( Third Revision )

All Type/All Size

9500 View breakup
-

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

23 May, 2028

-
Included w.e.f 24.06.2025

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

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

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	200	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	200	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	300	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	300	-
Cl-6.5(Manufacture (Scarf joints))	-	300	-
Cl-6.6(Manufacture ( Preservative treatment))	-	300	-
Cl-7.1(Dimensions -length)	-	300	-
Cl-7.2(Thickness)	-	300	-
Cl-7.3(Squareness)	-	300	-
Cl-8.1, 8.2(Workmanship and finish)	-	300	-
Cl-10.3(Moisture Content)	-	600	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	600	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	600	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	600	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	600	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	600	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	600	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	600	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	600	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	600	-
Cl-10.8(Tensile Strength)	-	600	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	600	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	600	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	600	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	600	-
Cl-10.11(Retention of Preservative)	-	1000	-
Cl-10.12(Formaldehyde Content Test)	-	800	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	800	-
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	0	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	0	-
Cl-7.2(Thickness)	-	0	-
Cl-7.3(Squareness)	-	0	-
Cl-8.1, 8.2(Workmanship and finish)	-	0	-
Cl-10.3(Moisture Content)	-	0	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	0	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	0	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	0	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	0	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	0	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	0	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	0	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	0	-
Cl-10.8(Tensile Strength)	-	0	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	0	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	0	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	0	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	0	-
Cl-10.11(Retention of Preservative)	-	0	-
Cl-10.12(Formaldehyde Content Test)	-	0	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	0	-

23 May, 2028

-
Included w.e.f 24.06.2025

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

E1,E2/All Type/All Size

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	0	-
Cl-5.1(Veneers)	-	300	-
Cl-5.2.1(Glueing)	-	200	-
Cl -5.2.2(Thickness of Veneers)	-	200	-
Cl - 5.2.3.1(Joint in Veneers)	-	200	-
Cl - 5.2.3.2(Edge joints)	-	200	-
Cl - 5.2.3.3(End joints)	-	200	-
Cl - 5.2.3.4(Scarf joints)	-	200	-
Cl - 5.2.4(Grain Direction)	-	200	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	400	-
Cl-6.1(Dimensions (length))	-	200	-
Cl-6.2(Thickness)	-	200	-
Cl-6.3(Squareness)	-	200	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	200	-
Cl-9.3(Moisture Content)	-	400	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	700	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	700	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	700	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	700	-
Cl-9.5.2(Water Resistance Test)	-	700	-
Cl-9.6(Tensile Strength-Along the grain)	-	800	-
Cl-9.7(Mycological Test -Adhesion)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	800	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	800	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	800	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	800	-
Cl-9.10(Retention of Preservative)	-	1300	-
Cl-9.11(Formaldehyde Content Test)	-	1000	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	200	-
5.1.1(Defects in veneers)	-	200	-
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	0	-
Cl-5.1(Veneers)	-	0	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	0	-
Cl - 5.2.3.1(Joint in Veneers)	-	0	-
Cl - 5.2.3.2(Edge joints)	-	0	-
Cl - 5.2.3.3(End joints)	-	0	-
Cl - 5.2.3.4(Scarf joints)	-	0	-
Cl - 5.2.4(Grain Direction)	-	0	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	0	-
Cl-6.1(Dimensions (length))	-	0	-
Cl-6.2(Thickness)	-	0	-
Cl-6.3(Squareness)	-	0	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	0	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	0	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-9.5.2(Water Resistance Test)	-	0	-
Cl-9.6(Tensile Strength-Along the grain)	-	0	-
Cl-9.7(Mycological Test -Adhesion)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	0	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	0	-
Cl-9.10(Retention of Preservative)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	0	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	0	-
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	0	-
Cl-5.1(Veneers)	-	0	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	0	-
Cl - 5.2.3.1(Joint in Veneers)	-	0	-
Cl - 5.2.3.2(Edge joints)	-	0	-
Cl - 5.2.3.3(End joints)	-	0	-
Cl - 5.2.3.4(Scarf joints)	-	0	-
Cl - 5.2.4(Grain Direction)	-	0	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	0	-
Cl-6.1(Dimensions (length))	-	0	-
Cl-6.2(Thickness)	-	0	-
Cl-6.3(Squareness)	-	0	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	0	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	0	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-9.5.2(Water Resistance Test)	-	0	-
Cl-9.6(Tensile Strength-Along the grain)	-	0	-
Cl-9.7(Mycological Test -Adhesion)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	0	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	0	-
Cl-9.10(Retention of Preservative)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	0	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	0	-
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	0	-
Cl-5.1(Veneers)	-	0	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	0	-
Cl - 5.2.3.1(Joint in Veneers)	-	0	-
Cl - 5.2.3.2(Edge joints)	-	0	-
Cl - 5.2.3.3(End joints)	-	0	-
Cl - 5.2.3.4(Scarf joints)	-	0	-
Cl - 5.2.4(Grain Direction)	-	0	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	0	-
Cl-6.1(Dimensions (length))	-	0	-
Cl-6.2(Thickness)	-	0	-
Cl-6.3(Squareness)	-	0	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	0	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	0	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-9.5.2(Water Resistance Test)	-	0	-
Cl-9.6(Tensile Strength-Along the grain)	-	0	-
Cl-9.7(Mycological Test -Adhesion)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	0	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	0	-
Cl-9.10(Retention of Preservative)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	0	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	0	-
Cl-4.1(Timber)	-	-	-
Cl-4.2(Adhesive)	-	-	-
Cl-5.1(Veneers)	-	-	-
Cl-5.2.1(Glueing)	-	-	-
Cl -5.2.2(Thickness of Veneers)	-	-	-
Cl - 5.2.3.1(Joint in Veneers)	-	-	-
Cl - 5.2.3.2(Edge joints)	-	-	-
Cl - 5.2.3.3(End joints)	-	-	-
Cl - 5.2.3.4(Scarf joints)	-	-	-
Cl - 5.2.4(Grain Direction)	-	-	-
Cl-5.3(Treatment)	-	-	-
Cl-5.4(Moisture Content)	-	-	-
Cl-6.1(Dimensions (length))	-	-	-
Cl-6.2(Thickness)	-	-	-
Cl-6.3(Squareness)	-	-	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	-	-
Cl-9.3(Moisture Content)	-	-	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	-	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	-	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	-	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	-	-
Cl-9.5.2(Water Resistance Test)	-	-	-
Cl-9.6(Tensile Strength-Along the grain)	-	-	-
Cl-9.7(Mycological Test -Adhesion)	-	-	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	-	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	-	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	-	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	-	-
Cl-9.10(Retention of Preservative)	-	-	-
Cl-9.11(Formaldehyde Content Test)	-	-	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	-	-
Cl-9.4.2(Adhesion of Plies)	-	-	-
5.1.1(Defects in veneers)	-	-	-

23 May, 2028

-
Included w.e.f 24.06.2025

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

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

7500 View breakup
-

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

23 May, 2028

-
Included w.e.f 24.06.2025

IS 456 (2000)

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

Construction Water

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	500	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	500	-
5.4-Table-1 (ii)-IS: 3025(P-24)(Sulphate)	-	500	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	500	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	500	-
5.4.2-IS: 3025(P-11)(Ph)	-	500	-
5.4-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	500	-
5.4-(a)-IS: 3025 (P-22)(Volume of 0.02 N NaOH to neutralized 100 ml of water using phenolphthalein indicator)	-	500	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	0	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	0	-
Cl 5.4 Table 1 (v)(Suspended Matter)	-	0	-
Cl 5.4 Table 1 (iv)(Chloride)	-	0	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	0	-
Cl 5.4 Table 1 (i)(Organic Solids)	-	0	-
Cl 5.4 .2(pH)	-	0	-
Cl 5.4 (b)(Alkalinity)	-	0	-
Cl 5.4 (a)(Acidity)	-	0	-
16.1(Average Compressive Strength)	-	0	-
16.1(Compressive Strength of Individual Samples )	-	0	-
16.1(Compressive Strength of Individual Samples )	-	0	-
16.1(Compressive Strength of Individual Samples )	-	0	-
Clause 5.4(Description)	-	0	-
5.1(Cement)	-	0	-
5.2(Mineral Admixtures)	-	0	-
5.3(Aggregates)	-	0	-
5.6(Reinforcement)	-	0	-
5.7(Storage of Materials)	-	0	-
7(Workability of Concrete)	-	0	-
8(Durability of concrete)	-	0	-
9(Concrete mix proportioning)	-	0	-
16.2(Flexural Strength)	-	0	-
17.4(Core test)	-	0	-
cl 5.4.4.3(Initial Setting Time)	-	0	-
cl 5.4.4.3(Initial Setting Time)	-	0	-

23 May, 2028

-
Only for construction water

IS 383 (2016)

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

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

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	500	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	500	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.2(b)( Aggregates Impact Value)	-	500	-
5.4.3(a)( Aggregate Abrasion Value)	-	500	-
5.4.3(b)( Aggregate Abrasion Value)	-	500	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	600	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	300	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	300	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	200	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	200	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	200	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	200	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	200	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	200	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	200	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	600	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	600	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	500	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	300	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	300	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	200	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	200	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	600	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	300	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	300	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	200	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	200	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	200	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	200	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	200	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	200	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	200	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	600	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	200	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	200	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	200	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	200	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	200	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	200	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	200	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	600	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	300	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	200	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	200	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	200	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	200	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	200	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	300	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	300	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	300	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	300	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	300	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	900	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	500	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	300	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	300	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	300	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	900	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	200	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	200	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	900	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	300	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	300	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	300	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	300	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	300	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	900	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	500	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1300	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	300	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	200	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	200	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	900	-
5.5(Soundness By Magnesium Sulphate)	-	900	-
7.2(Moisture Content)	-	300	-
7.2(Bulking Of Fine Aggregate)	-	300	-
7.2(Bulk Density loose)	-	300	-
7.2(Bulk Density Rodded)	-	300	-
5.5(Soundness By Magnesium Sulphate)	-	900	-
7.2(Moisture Content)	-	300	-
7.2(Bulk Density loose)	-	300	-
7.2(Bulk Density Rodded)	-	300	-
5.3(Elongation Index)	-	300	-
5.3(Flakiness Index)	-	300	-
5.6(Alkali Agregate Reaction )	-	300	-
5.7 table 3(WaterAbsorption)	-	300	-
5.7 table 3(Specific Gravity)	-	300	-
5.3(Flakiness & Elongation)	-	500	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	900	-
5.7 table 4 (Calcium oxide)	-	300	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	900	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	1300	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	200	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	300	-
Clause 5.6(Nature of Aggregate)	-	300	-
Clause 5.6(Dissolved Silica)	-	300	-
Clause 5.6(Reduction in Alkalinity)	-	300	-
Clause 5.1(General)	-	200	-
Clause 5.1(General)	-	200	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	200	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	200	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	200	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	200	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	200	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	200	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	200	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	200	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	200	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-

23 May, 2028

-
Only for natural aggregates

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

12500 View breakup
-

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

23 May, 2028

-
Except freeze thaw durability (Optional test)

Bureau of Indian Standards

The National Standards Body of India

VERTEX TESTING LABORATORY PRIVATE LIMITED, GHAZIABAD

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

8958564156 info.vertextesting@gmail.com

Scope List