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ACE TEST HOUSE PRIVATE LIMITED (8161906), NEW DELHI

khasra No 1048 Near Pepsi Godown, vill- Bhalaswa, New Delhi, North West, Delhi, 110033

7042858881 acetesthouse@gmail.com

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32 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 8042 (2015)

White portland cement - Specification (Third Revision)

9360 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1000	-
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	500	-
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	500	-
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	500	-
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	500	-
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	500	-
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 -Table 2- i(Fineness 4031 Part 2)	-	750	-
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	250	-
6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	250	-
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
6-Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	360	-
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	500	-
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
6 -Table 2- vi(Degree of whiteness-Annex B)	-	500	-
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	0	-
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	0	-
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	0	-
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	0	-
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	0	-
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	0	-
6 -Table 2- i(Fineness 4031 Part 2)	-	0	-
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	0	-
6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	0	-
6-Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	0	-
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	0	-
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
6 -Table 2- vi(Degree of whiteness-Annex B)	-	0	-
6, table-2, ii(Whiteness)	-	0	-
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Transverse Strength, 672 ± 4 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Transverse Strength, 168 ± 2 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Transverse Strength, 72 ± 1 h)	-	0	-
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	0	-
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	0	-
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	0	-
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	0	-
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	0	-
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	0	-
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	0	-
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	0	-
6 -Table 2- i(Fineness 4031 Part 2)	-	0	-
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	0	-
6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	0	-
6-Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	0	-
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	0	-
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
6 -Table 2- vi(Degree of whiteness-Annex B)	-	0	-
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	0	-
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	0	-
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	0	-
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	0	-
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	0	-
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	0	-
6 -Table 2- i(Fineness 4031 Part 2)	-	0	-
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	0	-
6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	0	-
6-Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	0	-
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	0	-
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
6 -Table 2- vi(Degree of whiteness-Annex B)	-	0	-
6, table-2, ii(Whiteness)	-	0	-
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Transverse Strength, 672 ± 4 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Transverse Strength, 168 ± 2 h)	-	0	-
Clause 6 Table 2, SI No. (v) (Transverse Strength, 72 ± 1 h)	-	0	-
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	0	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025 "6 -Table 2- v (Transverse Strength - IS 4031 Part 8 (Optional)) Clause 6 Table 2, SI No. (v) (Transverse Strength, 672 ± 4 h, 168 ± 2 h, 72 ± 1 h) "

IS 455 (2015)

Portland slag cement - Specification

9250 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	0	-
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	1000	-
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	750	-
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	500	-
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	500	-
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	500	-
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	500	-
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	250	-
7 Table 1 i(Fineness IS 4031(Part 2))	-	750	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	500	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	500	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	500	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	500	-
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	500	-
7 Table 1 v(Transverse strength (optional) IS 4031(Part 8) )	-	0	-
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	0	-
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	0	-
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	0	-
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	0	-
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	0	-
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	0	-
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	0	-
7 Table 1 i(Fineness IS 4031(Part 2))	-	0	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	0	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	0	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	0	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	0	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	0	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	0	-
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 i (Fineness ))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 ii a (Expansion after aeration ))	-	250	-
Cl. 7 Table-2(Cl. 7 Table-2 ii a (Soundness , Le Chatelier Expansion ))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 ii b (Expansion after aeration ))	-	250	-
Cl. 7 Table-2(Cl. 7 Table-2 ii b (Soundness , Autoclave Expansion ))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 iii a (Setting time Initial))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 iii b (Setting time Final))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 iv a (Compressive Strength 72±1 hr IS))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 iv b (Compressive Strength 168±2 hr ))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 iv c (Compressive Strength 672±4 hr) )	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 v (Transverse Strength (Optional) )	-	0	-
11.3(Consistency(IS:4031(Pt-4)-1988)	-	500	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025 "7 Table 1 v (Transverse strength (optional) IS 4031(Part 8) ) Cl. 7 Table-2 v (Transverse Strength)"

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

PPC

9500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1140	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	750	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	360	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	300	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	200	-
7 -Table 2- i(Fineness 4031 Part 2)	-	750	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	500	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	500	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	500	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	500	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	500	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	0	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	0	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	0	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	0	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	0	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	0	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	0	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	0	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	0	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	0	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	0	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	0	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	0	-
7 -Table 2- i(Fineness 4031 Part 2)	-	0	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	0	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	0	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	0	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	0	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	0	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	0	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	0	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	0	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	0	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	0	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	0	-
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	0	-
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	0	-
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	0	-
Clause 7 Table 2 SI No. (v) (Transverse Strength, 672 ± 4 h)	-	0	-
Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h)	-	0	-
Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h)	-	0	-
11(Marking)	-	0	-
4(RAW MATERIAL)	-	0	-
11(MARKING)	-	0	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025 "11 (MARKING) 4 (RAW MATERIAL) Clause 7 Table 2 SI No. (v) (Transverse Strength, 672 ± 4 h) Clause 7Table 2 SI No. (v) (Transverse Strength, 168 ± 2 h) Clause 7Table 2 SI No. (v) (Transverse Strength, 72 ± 1 h) "

IS 2645 (2003)

Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision)

Powder Form/Liquid Form

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 3.4(Chloride content)	-	1500	-
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	3300	-
Cl 3.2(Initial & Final)	-	1000	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	2000	-
Clause 3.4(Chloride content)	-	0	-
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	0	-
Cl 3.2(Initial & Final)	-	0	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	0	-
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	0	-
Cl 3.2(Initial & Final)	-	0	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	0	-
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 7 days (168 ± 2 h))	-	0	-
Clause 3.3(Compressive strength of cement mortar at 7 days (168 ± 2 h))	-	0	-
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 3 days (72 ± 1 h))	-	0	-
Clause 3.3(Compressive strength of cement mortar at 3 days (72 ± 1 h))	-	0	-
Clause 3.2(Final setting time of cement with Water proofing compound)	-	0	-
Clause 3.2(Initial setting time of cement with Water proofing compound)	-	0	-
Clause 3.2(Final setting time of cement)	-	0	-
Clause 3.2(Initial setting time of cement)	-	0	-
Clause 3.1 (Permeability to water of cement mortar with Water proofing compound)	-	0	-
Clause 3.1 (Permeability to water of cement mortar)	-	0	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	0	-
Cl 3.2(Initial & Final)	-	0	-
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	0	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

Class-General Purpose/Heavy Duty Floor Tile, Type.Plain Cement Tile,Plain Colour Tile,Terrazzo Tile

5760 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	500	-
Cl 12.2(Concavity & Convexity )	-	0	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	1000	-
Cl 12.6(Wet transverse strength )	-	1500	-
Cl 12.7(Resistance to wear)	-	1260	-
Cl 11(Suface Finish)	-	500	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 12.2(Concavity & Convexity )	-	0	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	0	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	0	-
Cl 12.5(Water absorption)	-	0	-
Cl 12.6(Wet transverse strength )	-	0	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 11(Suface Finish)	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 12.2(Concavity & Convexity )	-	0	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	0	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	0	-
Cl 12.5(Water absorption)	-	0	-
Cl 12.6(Wet transverse strength )	-	0	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 11(Suface Finish)	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 12.2(Concavity & Convexity )	-	0	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	0	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	0	-
Cl 12.5(Water absorption)	-	0	-
Cl 12.6(Wet transverse strength )	-	0	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 11(Suface Finish)	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 12.2(Concavity & Convexity )	-	0	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	0	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	0	-
Cl 12.5(Water absorption)	-	0	-
Cl 12.6(Wet transverse strength )	-	0	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 11(Suface Finish)	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 12.2(Concavity & Convexity )	-	0	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	0	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	0	-
Cl 12.5(Water absorption)	-	0	-
Cl 12.6(Wet transverse strength )	-	0	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 11(Suface Finish)	-	0	-
Cl 11(Suface Finish)	-	0	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 12.6(Wet transverse strength )	-	0	-
Cl 12.5(Water absorption)	-	0	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	0	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	0	-
Cl 12.2(Concavity & Convexity )	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-
Cl 11(Suface Finish)	-	0	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 12.6(Wet transverse strength )	-	0	-
Cl 12.5(Water absorption)	-	0	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	0	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	0	-
Cl 12.2(Concavity & Convexity )	-	0	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	0	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025

IS 16720 (2018)

Pulverized Fuel Ash-Cement Bricks- Specification

Grade-I,II Class-3.5,5,7.5,10,12.5,15

7200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 and fig.1A &1B(Dimensions- Length (L) )	-	200	-
4.1 and fig.1A &1B(Dimensions- Width (B) )	-	200	-
4.1 and fig.1A &1B(Dimensions- Height (H))	-	200	-
4.1 & 4.3 and fig.1A &1B(Dimensions - Depth)	-	200	-
4.1 and fig.1A &1B(Dimensions)	-	200	-
4.1 and fig.1A &1B(Dimensions)	-	200	-
5 and Tanle 1 (CLASSIFICATION)	-	200	-
8.1(GENERAL)	-	300	-
8.3(Density Annex C of IS 2185 (Part 1))	-	1000	-
8.4 and Table 1(Compressive Strength - Individual IS 3495 (Part 1))	-	1500	-
8.4 and Table 1(Compressive Strength - Average IS 3495 (Part 1))	-	500	-
8.5(Drying Shrinkage IS 4139)	-	1500	-
8.6(Water Absorption IS 3495 (Part 2))	-	1000	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025

IS 4885 (1988)

Specification for sewer bricks (First Revision)

5600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Dimensions)	-	500	-
3.2(Tolerances)	-	200	-
3.3(Warpage)	-	1000	-
4(General Quality)	-	200	-
5(Compressive Strength)	-	1000	-
6(Water Absorption)	-	1000	-
7(Efflorescence)	-	1500	-
9(Marking)	-	200	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025

IS 13757 (1993)

Burnt Clay Fly Ash Building Bricks-specification

Class 3.5,5.0,7.5,10,12.5,15,17.5,20,25,30

4200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.0(GENERAL QUALITY)	-	200	-
6.1(Dimensions)	-	500	-
6.2(Tolerances)	-	200	-
7.1(Compressive Strength)	-	1000	-
7.2(Water Absorption)	-	1000	-
7.3(Efforescence)	-	1000	-
9(Marking)	-	300	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025

IS 12894 (2002)

Pulverized fuel ash - Lime bricks - Specification

Group I,II,III, Class-3.5,5,7.5,10,12.5,15,17.5,20,25,30

6300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General Requirements)	-	100	-
3.2(General Requirements)	-	100	-
3.3(General Requirements)	-	100	-
3.4(General Requirements)	-	100	-
3.5(General Requirements)	-	100	-
5.1(Dimensions)	-	800	-
7.1, Table -1(Average Wet Compressive Strength)	-	1000	-
7.2(Drying Shrinkage)	-	1500	-
7.3(Efflorescence Test)	-	1500	-
7.4(Water Absorption)	-	500	-
5.2(Tolerance)	-	300	-
9(Marking)	-	200	-
6(Materials)	-	0	-
3.1(General Requirements)	-	0	-
3.2(General Requirements)	-	0	-
3.3(General Requirements)	-	0	-
3.4(General Requirements)	-	0	-
3.5(General Requirements)	-	0	-
5.1(Dimensions)	-	0	-
7.1, Table -1(Average Wet Compressive Strength)	-	0	-
7.2(Drying Shrinkage)	-	0	-
7.3(Efflorescence Test)	-	0	-
7.4(Water Absorption)	-	0	-
5.2(Tolerance)	-	0	-
9(Marking)	-	0	-
6(Materials)	-	0	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025

IS 1077 (1992)

Common burnt clay building bricks - Specification (Fifth Revision)

Class designation 35,30,25,20,17.5,15.0,12.5,10,7.5,5.0,3.5

2400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Common burnt clay bricks)	-	0	-
5(General Quality)	-	0	-
6.1(Dimensions)	-	500	-
6.2(Tolerances)	-	200	-
7.1(Compressive strength)	-	500	-
7.2(Water Absorption)	-	500	-
7.3(Efflorescence)	-	500	-
9(Marking)	-	200	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025

IS 848 (2025)

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

BWP, BWR or MR

7200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 4 Table 1(TYPES)	-	100	-
As per Clause 6.6(SETTING TIMES AND CONDITIONS)	-	300	-
As per Clause 7.3.2 Table 1(i)(Cyclic Test For BWP Type)	-	4000	-
As per Clause 7.3.2 Table 1(ii)(Cyclic Test For BWR Type)	-	4000	-
As per Clause 7.3.2 Table 1(iii)(Cyclic Test For MR Type)	-	4000	-
As per Clause 7.4(Acidity And Alkalinity (pH))	-	2500	-
As per Clause 9(Marking)	-	300	-

26 Aug, 2027

-
Included w.e.f. 24.12.2025

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

Grade-BWP,Type-CS/ CSC/ CSFF

21500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	0	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	200	-
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))	-	200	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
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)	-	500	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	500	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	500	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	1000	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	1000	-
Cl-10.11(Retention of Preservative)	-	2500	-
Cl-10.12(Formaldehyde Content Test)	-	2000	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	0	-
Cl-10.10, Table-4 (ii) a(Wet Bending Strength:- Modulus of Rupture (MOR),- Average)	-	1000	-
Cl-10.10, Table-4, (ii) b(Wet Bending Strength; Modulus of Rupture (MOR),- Minimum individual)	-	1000	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Wood Failure)	-	500	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N -Dry State)	-	500	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N- Resistance to Water)	-	500	-
Cl-10.4.1, 10.5.1.1 and 10.7.1, Table-2(Average Failure Load, N - Resistance to Micro-Organisms)	-	500	-
Cl-10.8 (a)(Tensile strength)	-	500	-
Cl-10.8 (b)(Tensile strength)	-	500	-
Cl-10.8 (c)(Tensile strengths in both directions)	-	500	-
Cl-7.1(Dimensions (width))	-	200	-
Cl-7.3(Edge Straightness)	-	200	-

26 Aug, 2027

-
1 Cl-10.13 (Steady-State Formaldehyde Emission Test) Steady-State Formaldehyde Emission Test Optional Test 2 Cl-10.5.2 (Water Resistance Test (Alternate method)) Water Resistance Test Alternate Method.

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

Grade-BWP

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	500	-
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-5.4(Moisture Content)	-	300	-
Cl-6.1(Dimensions (length))	-	100	-
Cl-6.2(Thickness)	-	100	-
Cl-6.3(Squareness)	-	100	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	100	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	150	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	150	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	150	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	150	-
Cl-9.5.2(Water Resistance Test)	-	150	-
Cl-9.6(Tensile Strength-Along the grain)	-	150	-
Cl-9.7(Mycological Test -Adhesion)	-	200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	150	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	150	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	150	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	150	-
Cl-9.4.2(Adhesion of Plies)	-	100	-
5.1.1(Defects in veneers)	-	100	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	150	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	150	-
Cl-9.9, Table-3 (ii) a(Wet Bending Strength- Modulus of Rupture (MOR)-Average)	-	150	-
Cl-9.9, Table-3 (ii) b(Wet Bending Strength- Modulus of Rupture (MOR), -Minimum individual)	-	150	-
Cl-6.1(Dimensions (width))	-	100	-
Cl-8.3(Edge Straightness)	-	100	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual)	-	150	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual)	-	150	-
Cl-9.6(Tensile Strength-Across the grain)	-	150	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual)	-	150	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average)	-	150	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	150	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	150	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	150	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	150	-
Cl-11.1(Marking)	-	0	-
Cl-11.3(Marking)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	500	-
Cl-9.10(Retention of Preservative)	-	500	-
Cl-5.3(Treatment)	-	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-5.4(Moisture Content)	-	0	-
Cl-6.1(Dimensions (length))	-	200	-
Cl-6.2(Thickness)	-	150	-
Cl-6.3(Squareness)	-	100	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	100	-
Cl-9.3(Moisture Content)	-	0	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	200	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	200	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	200	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	200	-
Cl-9.5.2(Water Resistance Test)	-	200	-
Cl-9.6(Tensile Strength-Along the grain)	-	200	-
Cl-9.7(Mycological Test -Adhesion)	-	200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	200	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	200	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	200	-
Cl-9.4.2(Adhesion of Plies)	-	200	-
5.1.1(Defects in veneers)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	200	-
Cl-9.9, Table-3 (ii) a(Wet Bending Strength- Modulus of Rupture (MOR)-Average)	-	200	-
Cl-9.9, Table-3 (ii) b(Wet Bending Strength- Modulus of Rupture (MOR), -Minimum individual)	-	200	-
Cl-6.1(Dimensions (width))	-	100	-
Cl-8.3(Edge Straightness)	-	100	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual)	-	200	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual)	-	200	-
Cl-9.6(Tensile Strength-Across the grain)	-	200	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual)	-	200	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average)	-	200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	200	-
Cl-11.1(Marking)	-	0	-
Cl-11.3(Marking)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	500	-
Cl-9.10(Retention of Preservative)	-	500	-
Cl-5.3(Treatment)	-	500	-

26 Aug, 2027

-
"1 Cl-9.12 (Steady-State Formaldehyde Emission Test) Steady-State Formaldehyde Emission Test Optional Test.

IS 1328 (2025)

Veneered Decorative Plywood - Specification ( Fourth Revision )

Grade-MR/ BWR/ BWP,Type-Type 1/ Type 2/ Type 3/ Type 4

7200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.1(Grades)	-	0	-
Cl 4.2(Type)	-	0	-
Cl 4.3(Formaldehyde Class)	-	0	-
Cl 5.2(Adhesive)	-	1000	-
Cl 7.1(Surface Requirements- For Type 1)	-	200	-
Cl 7.2(Surface Requirements- For Type 2)	-	200	-
Cl 7.3(Surface Requirements- For Type 3)	-	200	-
Cl 7.4(Surface Requirements- For Type 4)	-	200	-
Cl 8.1(Dimensions (Length and Width))	-	200	-
Cl 8.2(Dimensions (Thickness))	-	200	-
Cl 8.3(Squareness and Edge Straightness as Per Annex B)	-	200	-
Cl 8.4- Table 1(Tolerances)	-	100	-
Cl 11.3(Moisture Content)	-	600	-
Cl 11.4.1(a)(Water Resistance Test( For MR Grade))	-	800	-
Cl 11.4.1(b)(Water Resistance Test( For BWR Grade))	-	800	-
Cl 11.4.1(c)(Water Resistance Test( For BWP Grade))	-	800	-
Cl 11.5(Formaldehyde Content Test)	-	1700	-
Cl 11.6(Steady - State Formaldehyde Emission Test ( Optional Test))	-	0	-
Cl 12(Marking)	-	0	-
Cl 4.1(Grades)	-	0	-
Cl 4.2(Type)	-	0	-
Cl 4.3(Formaldehyde Class)	-	0	-
Cl 5.2(Adhesive)	-	0	-
Cl 7.1(Surface Requirements- For Type 1)	-	0	-
Cl 7.2(Surface Requirements- For Type 2)	-	0	-
Cl 7.3(Surface Requirements- For Type 3)	-	0	-
Cl 7.4(Surface Requirements- For Type 4)	-	0	-
Cl 8.1(Dimensions (Length and Width))	-	0	-
Cl 8.2(Dimensions (Thickness))	-	0	-
Cl 8.3(Squareness and Edge Straightness as Per Annex B)	-	0	-
Cl 8.4- Table 1(Tolerances)	-	0	-
Cl 11.3(Moisture Content)	-	0	-
Cl 11.4.1(a)(Water Resistance Test( For MR Grade))	-	0	-
Cl 11.4.1(b)(Water Resistance Test( For BWR Grade))	-	0	-
Cl 11.4.1(c)(Water Resistance Test( For BWP Grade))	-	0	-
Cl 11.5(Formaldehyde Content Test)	-	0	-
Cl 11.6(Steady - State Formaldehyde Emission Test ( Optional Test))	-	0	-
Cl 12(Marking)	-	0	-

26 Aug, 2027

-
included w.e.f 17-12-2025.

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

BWP/MR/Decorative Type/Commercial Type

7000 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)	-	300	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	300	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	300	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	300	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	900	-
9.2.3(Adhesion of Plies - Annexure H)	-	300	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	900	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	0	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	300	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	300	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	300	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	300	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	300	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	300	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	100	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	100	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	100	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	0	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	100	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	100	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	100	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	100	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	0	-
cl. 11(marking)	-	0	-
cl. 11.1(marking - BIS certification marking)	-	0	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
6.2(Core- Moisture & Width)	-	100	-
6.3(Cross Bands and Faces- Moisture content)	-	0	-
6.3.1(Thickness of cross band and face veneers)	-	100	-
Cl-7.1(Thickness)	-	0	-
Cl-7.2(Sizes)	-	0	-

26 Aug, 2027

-
Included w.e.f 17-12-2025.

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

MR/BWR/BWP/AA/AB/AC/BB/BC/CC

9300 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)	-	0	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	100	-
Cl-7.2.1(Thickness of veneers)	-	300	-
Cl-7.2.3(Grain Direction)	-	0	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	100	-
Cl-7.2.5.2(Splits)	-	0	-
Cl-7.2.5.3(Overlap)	-	100	-
Cl-8.1(Dimensions -length)	-	100	-
Cl-8.2(Thickness of the plywood boards)	-	300	-
Cl-8.3(Squareness)	-	300	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	-
Cl-11.3.2(Mycological Test)	-	1500	-
Cl-11.4(Moisture Content)	-	600	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	500	-
Cl-11.6(Formaldehyde Content Test)	-	1500	-
Cl-9(WORKMANSHIP AND FINISH)	-	100	-
Cl-7.2.4(Scarf Joints)	-	0	-
Cl. 4(Grades)	-	0	-
Cl.5.1(Type based on classification by appearance)	-	100	-
Cl.5.2(Quality Requirements of Plywood for General Purposes)	-	0	-
Cl.8.1(Dimensions -width)	-	300	-
Cl.8, 8.3 & Annex C(Edge Straightness)	-	0	-
Cl.8, 8.3 & Annex C(Edge Squareness)	-	0	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	0	-
Cl-11.5, Table-4,(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	0	-
Cl-8.3(Edge Straightness)	-	0	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	100	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	100	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	100	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	200	-
Cl-13(Marking)	-	0	-
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-9(WORKMANSHIP AND FINISH)	-	0	-
Cl-7.2.4(Scarf Joints)	-	0	-
Cl. 4(Grades)	-	0	-
Cl.5.1(Type based on classification by appearance)	-	0	-
Cl.5.2(Quality Requirements of Plywood for General Purposes)	-	0	-
Cl.8.1(Dimensions -width)	-	0	-
Cl.8, 8.3 & Annex C(Edge Straightness)	-	0	-
Cl.8, 8.3 & Annex C(Edge Squareness)	-	0	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	0	-
Cl-11.5, Table-4,(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	0	-
Cl-8.3(Edge Straightness)	-	0	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	0	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	0	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	0	-
Cl-11.5, Table-4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	0	-
Cl-13(Marking)	-	0	-

26 Aug, 2027

-
Included w.e.f 10.12.2025 Cl-11.7 (Steady-State Formaldehyde Emission Test)

IS 15477 (2019)

Adhesives for use with ceramic tiles and mosaics

Type 1/ Type 2/ Type 3/Type 4/ Type 5

19500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	500	-
5.1(Tensile Adhesion Strength )	-	2500	-
5.1(Tensile Adhesion Strength)	-	2500	-
5.2(Shear Adhesion Strength )	-	2500	-
5.2(Shear Adhesion Strength)	-	2500	-
5.2(Shear Adhesion Strength)	-	2500	-
5.3(OpenTime)	-	1000	-
5.4(Adjustment Time)	-	1000	-
5.5(Slip (Required for Vertical Application Only))	-	1000	-
5.6(Deformability (Required for VerticalApplication Only))	-	2000	-
8.2(Marking)	-	0	-
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	-
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	-
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	-

26 Aug, 2027

-
1 Cl 11.6 (Steady - State Formaldehyde Emission Test ( Optional Test)) State formaldehyde Emission Test Optional Test.

IS 12592 (2002)

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

L.D.-2.5,M.D.-10,H.D.-20, E.H.D.-35

10800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(General)	-	100	-
3(Type/Shape of Cover)	-	100	-
8(LIFTING HOOKS)	-	100	-
5.2 and Table 1(Dimensions of Frame - A)	-	100	-
5.2 and Table 1(Dimensions of Frame - B)	-	100	-
5.2 and Table 1(Dimensions of Frame - C)	-	100	-
5.2 and Table 1(Dimensions of Frame - D)	-	100	-
5.2 and Table 1(Dimensions of Frame - E)	-	100	-
5.2 and Table 1(Dimensions of Frame - F)	-	100	-
5.2(Dimensions of cover- Diameter)	-	100	-
5.2(Clearance at top between the frame and the cover all round the periphery)	-	100	-
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)	-	200	-
5.2 and Fig 1(Distance of housing from the edge)	-	200	-
7.4.1(Edge Protection and Finishing - Frame)	-	200	-
7.4.2(Edge Protection and Finishing - Cover)	-	200	-
9.3 and Table and Annex C(Load Test)	-	1000	-
Clause No. 6(Design)	-	200	-
Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat))	-	200	-
Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors))	-	200	-
Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface))	-	200	-
Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet))	-	200	-
Clause No. 7.4.4(Compatitbilty of Seating of cover and frame)	-	200	-
Clause No. 8(Lifting Hooks (Diameter of MS rod))	-	200	-
Clause No. 8(Lifting Device)	-	200	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load)	-	2000	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load)	-	2000	-
Clause No. 9.3 Annex C(Permanent set of cover)	-	2000	-
Clause No. 9.3 Annex C(Cracks at bottom side of the cover )	-	100	-
Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel)	-	0	-
Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover)	-	0	-

26 Aug, 2027

-
-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC

7560 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 i.(Fineness)	-	200	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	200	-
7 Table-3 ii b(Expansion by Autoclave)	-	500	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	500	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	500	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	500	-
6.1 Table-2 vi(Loss on ignition)	-	500	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	500	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	500	-
6.1 Table-2 iii.(Insoluble residue)	-	500	-
6.1 Table-2 iv(Magnesia)	-	500	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	500	-
6.1 Table-2 vii(Chloride content)	-	560	-
6.1 Table-2 viii(Alkali content)	-	600	-

26 Aug, 2027

-
-

IS 712 (1984)

Specification for building limes (Third Revision)

Class-A/B/C/D/E/F

16200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4 ,Table 1(Chem reqd)	-	0	--
cl 4, Table 2(Physical reqd)	-	0	--
Cl. 4.1 - Table 1 - i(Calcium and Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973)	-	1000	--
Cl. 4.1 - Table 1 - ii(Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973)	-	1000	--
Cl. 4.1 - Table 1 - iii(Silica, Alumina and Ferric oxide, on ignited basis - IS 6932 (part 1) : 1973)	-	1000	--
Cl. 4.1 - Table 1 - iv(Unhydrated Magnesium oxide, on ignited basis - IS 6932 (part 5) : 1973)	-	1000	--
Cl. 4.1 - Table 1 - v(Insoluble Residue in dilute acid and alkali, on ignited basis - IS 6932 (part 1) : 1973)	-	1000	--
Cl. 4.1 - Table 1 - vi(Carbondioxide on oven dried basis - IS 6932 (part 2) : 1973)	-	1000	--
Cl. 4.1 - Table 1 - vii(Free moisture content - IS 1514 : 1959)	-	500	--
Cl. 4.1 - Table 1 - viii(Available lime as CaO (dry basis) - IS 1514 : 1959)	-	1000	--
Clauses 5.1 Table No. 2, SI No. (ix) (Popping Pitting)	-	1000	--
Clauses 5.1 Table No. 2, SI No. (viii) (Soundness- Le chatelier Expansion)	-	1000	--
Clauses 5.1 Table No. 2, SI No. (vii) (Volume yield)	-	1000	--
Clauses 5.1 Table No. 2, SI No. (vi) (Workability Bumps)	-	1000	--
Clauses 5.1 Table No. 2, SI No. (v) (Transverse strength at 28 days)	-	1000	-
Clauses 5.1 Table No. 2, SI No. (iv) b) (Compressive strength at 28 days)	-	500	--
Clauses 5.1 Table No. 2, SI No. (iv) a) (Compressive strength at 14 days)	-	500	--
Clauses 5.1 Table No. 2, SI No. (iii) b) (Final Setting time)	-	500	--
Clauses 5.1 Table No. 2, SI No. (iii) a) (Initial Setting time)	-	500	--
Clauses 5.1 Table No. 2, SI No. (ii) b) (Residue on slaking (Residue on 300 micron IS sieve))	-	200	--
Clauses 5.1 Table No. 2, SI No. (ii) a) (Residue on slaking (Residue on 850 micron IS sieve))	-	250	--
Clauses 5.1 Table No. 2, SI No. (i) c) (Fineness- (Residue on 212 micron IS Sieve))	-	250	--
Clauses 5.1 Table No. 2, SI No. (i) b) (Fineness- (Residue on 300 micron IS Sieve))	-	500	--
Clauses 5.1 Table No. 2, SI No. (i) a) (Fineness- (Residue on 2.36 mm IS Sieve))	-	500	-

26 Aug, 2027

-
-

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

Grade-1/Grade-2

28000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Physical requirments)	-	500	-
8.2(Physical requirments-Dimensions-Length)	-	1000	-
8.2(Physical requirments-Dimensions-Height)	-	1000	-
8.2(Physical requirments-Dimensions-Width)	-	1000	-
8.3(Physical requirments- Block density)	-	2500	-
8.4(Physical requirments- Compressive strength)	-	3000	-
8.5(Thermal Conductivity)	-	10000	-
8.6( Drying Shrinkage )	-	5000	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	1300	-
8.3 & 9.1 Table 1(Indivisual Block Density)	-	1000	-
3.2 & 8.2(Indivisual Height)	-	500	-
3.2 & 8.2(Indivisual Width)	-	500	-
3.2 & 8.2(Indivisual Length)	-	500	-
8.6, 9.4 & 11.5(Grade)	-	200	-

26 Aug, 2027

-
-

IS 2185 : Part 1 (2005)

Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

Grade A,B & C TYPE HOLLOW AND SOLIDCONCRETE BLOCKS

14400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	500	-
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	500	-
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	500	-
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	500	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	500	-
9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C)	-	500	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	500	-
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	2000	-
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	1000	-
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	5400	-
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	2000	-
15(Marking)	-	500	-

26 Aug, 2027

-
-

IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

M-30,M-35,M-40,M-50,M-55

14400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 7.1.1 (General Quality)	-	200	-
Clause 6.3 (Bonding and Delamination between the layers of paver blocks)	-	200	-
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	200	-
Clause 7.1.3 (Colour and Texture)	-	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)	-	100	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	200	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	100	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	200	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	100	-
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)	-	100	-
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)	-	100	-
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)	-	100	-
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)	-	100	-
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))	-	100	-
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))	-	300	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	100	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	100	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	100	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	100	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	100	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	100	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	100	-
Clause 7.3, Annex G(Average Breaking Load)	-	100	-
Clause 7.3, Annex G(Individual Breaking Load)	-	200	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles)	-	500	15% Discount for BIS Sample
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	100	15% Discount for BIS Sample
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	200	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	100	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	200	-
10(Marking)	-	100	-

26 Aug, 2027

-
-

IS 383 (2016)

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

Coarse and Fine aggregate

15300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	200	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	200	-
5.4.2(a)( Aggregates Impact Value)	-	200	-
5.4.2(b)( Aggregates Impact Value)	-	200	-
5.4.3(a)( Aggregate Abrasion Value)	-	200	-
5.4.3(b)( Aggregate Abrasion Value)	-	200	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	200	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	200	-
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)	-	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	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	200	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	200	-
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(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(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	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	200	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	200	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	200	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	200	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	200	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	200	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	200	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	200	-
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 ))	-	200	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	200	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	200	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	200	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	100	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	200	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	200	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	200	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	200	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	200	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	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 ))	-	200	-
5.3(Elongation Index)	-	200	-
5.3(Flakiness Index)	-	200	-
7.2(Bulk Density loose)	-	200	-
7.2(Bulk Density Rodded)	-	200	-
5.5(Soundness By Magnesium Sulphate)	-	200	-
7.2(Bulking Of Fine Aggregate)	-	200	-

26 Aug, 2027

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-

IS 456 (2000)

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

3600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	700	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	700	-
5.4-Table-1 (iii)-IS: 3025(P-32)(Chloride)	-	700	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	0	0
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	-
Cl 5.4 Table 1 (ii)(Inorganic Solids)	-	0	0
Cl 5.4 Table 1 (i)(Organic Solids)	-	0	0

26 Aug, 2027

-
-

IS 15622 (2017)

Pressed Ceramic Tiles - Specification (First Revision)

Group BIa/BIb/BIIa/BIIb/BIII

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 table 5, i a (Length-IS 13630(pt-1))	-	200	-
6 table 5,i a (width-IS 13630(pt-1))	-	200	-
6 table 5, i b (Thickness- IS 13630(pt-1))	-	200	-
6 table 5, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 5, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 5, i e(Surface flatness-IS 13630(pt-1))	-	500	-
6 table 5, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 5, ii a(Water Absorption-IS 13630(pt-2))	-	1000	-
6 table 5, ii b(Module of rupture -IS 13630(pt-6))	-	2500	-
6 table 5, ii c(Bending Strength-IS 13630(pt-6))	-	500	-
6 table 5, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13))	-	500	-
6 table 5, ii f(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	1500	-
6 table 5, ii g(Thermal shock resistance IS 13630(pt-5))	-	1500	-
6 table 5, ii h(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 5, ii k(Crazing resistance-IS 13630(pt-9))	-	4000	-
6 table 5, ii m(resistance to surface abrasion of glazed Tilles)	-	1500	-
6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8))	-	1200	-
6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8))	-	1000	-
6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its compounds – Glazed tiles-IS 13630(pt-8))	-	1000	-
6 table 6, i a (Length-IS 13630(pt-1))	-	200	-
6 table 6, i a (width-IS 13630(pt-1))	-	200	-
6 table 6, i b (Thickness-IS 13630(pt-1))	-	200	-
6 table 6, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 6, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 6, i e(Surface flatness-IS 13630(pt-1))	-	500	-
6 table 6, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 6, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	-
6 table 6, ii b(Module of rupture -IS 13630(pt-6))	-	2500	-
6 table 6, ii c(Bending Strength-IS 13630(pt-6))	-	500	-
6 table 6, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	500	-
5 table 6, ii f(Resistance to surface abrasion of glazed Tilles)	-	1500	-
6 table 6, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	1500	-
6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) )	-	1500	-
6 table 6, ii j(Crazing resistance-IS 13630(pt-9))	-	4000	-
6 table 6, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 6, ii n(Forst resistance-IS 13630(pt-10))	-	2000	-
6 table 6, ii p(Resistance to deep abrasion of unglazed tiles)	-	1500	-
6 table 6, iii a(Resistance to staining of glazed Tilles)	-	1200	-
6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	1000	-
6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	1000	-
6 table 7, i a (Length-IS 13630(pt-1))	-	200	-
6 table 7, i a (width-IS 13630(pt-1))	-	200	-
6 table 7, i b (Thickness-IS 13630(pt-1))	-	200	-
6 table 7, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 7, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 7, i e(Surface flatness-IS 13630(pt-1))	-	500	-
6 table 7, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 7, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	-
6 table 7, ii b(Module of rupture-IS 13630(pt-6) )	-	2500	-
6 table 7, ii c(Bending Strength-IS 13630(pt-6))	-	500	-
6 table 7, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13))	-	500	-
6 table 7, ii f(Resistance to surface abrasion of glazed Tilles)	-	1500	-
6 table 7, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	1500	-
6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) )	-	1500	-
6 table 7, ii j(Crazing resistance-IS 13630(pt-9))	-	4000	-
6 table 7, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 7, ii n(Forst resistance-IS 13630(pt-10))	-	2000	-
6 table 7, ii p(Resistance to deep abrasion of unglazed tiles)	-	1500	-
6 table 7, iii a(Resistance to staining of glazed Tilles)	-	1200	-
6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	1000	-
6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	1000	-
6 table 8, i a (Length-IS 13630(pt-1))	-	200	-
6 table 8, i a (width-IS 13630(pt-1))	-	200	-
6 table 8, i b (Thickness-IS 13630(pt-1))	-	200	-
6 table 8, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 8, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 8, i e(Surface flatness-IS 13630(pt-1))	-	500	-
6 table 8, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 8, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	-
6 table 8, ii b(Module of rupture-IS 13630(pt-6) )	-	2500	-
6 table 8, ii c(Bending Strength-IS 13630(pt-6))	-	500	-
6 table 8, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	500	-
6 table 8, ii f(Resistance to surface abrasion of glazed Tilles)	-	1500	-
6 table 8, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	1500	-
6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) )	-	1500	-
6 table 8, ii j(Crazing resistance-IS 13630(pt-9))	-	4000	-
6 table 8, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 8, ii n(Forst resistance-IS 13630(pt-10))	-	2000	-
6 table 8, ii p(Resistance to deep abrasion of unglazed tiles)	-	1500	-
6 table 8, ii q(Bulk Density-IS13630(pt-2))	-	1000	-
6 table 8, iii a(Resistance to staining of glazed Tilles)	-	1200	-
6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	1000	-
6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	1000	-
6 table 9, i a (Length-IS 13630(pt-1))	-	200	-
6 table 9, i a (width-IS 13630(pt-1))	-	200	-
6 table 9, i b (Thickness-IS 13630(pt-1))	-	200	-
6 table 9, i c(Straigthness of side-IS 13630(pt-1))	-	1000	-
6 table 9, i d(Rectangularity-IS 13630(pt-1))	-	1000	-
6 table 9, i e(Surface flatness-IS 13630(pt-1))	-	500	-
6 table 9, i f(Surface quality-IS 13630(pt-1))	-	200	-
6 table 9, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	-
6 table 9, ii b(Module of rupture-IS 13630(pt-6) )	-	2500	-
6 table 9, ii c(Bending Strength-IS 13630(pt-6))	-	500	-
6 table 9, ii d(Moisture Expension-IS 13630(pt-3))	-	2000	-
6 table 9, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	500	-
6 table 9, ii f(Resistance to surface abrasion of glazed Tilles)	-	1500	-
6 table 9, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C )	-	1500	-
6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5))	-	1500	-
6 table 9, ii j(Crazing resistance-IS 13630(pt-9))	-	4000	-
6 table 9, ii k(Impact resistance-IS 13630(pt-14))	-	1000	-
6 table 9, ii n(Forst resistance-IS 13630(pt-10))	-	2000	-
6 table 9, ii p(Resistance to deep abrasion of unglazed tiles)	-	1500	-
6 table 9, ii q(Bulk Density-)	-	1000	-
6 table 9, iii a(Resistance to staining )	-	1200	-
6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	1000	-
6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	1000	-
6.0, Table 5 - 9 & SI No. - 1E(3)(Warpage)	-	200	-
6.0, Table 5 - 9 & SI No. - 1E(2)(Edge Curveture)	-	200	-
CLAUSE NO. 5.2(Shapes and Sizes)	-	200	-

26 Aug, 2027

-
-

IS 2191 : Part 2 (2022)

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

BWP/ MR/Cellular/Hollow/Tubular/decorative veneered/ prelaminated particle board/HDF/MDF

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes and Tolerances)	-	300	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	0	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	0	-
Cl-10.1(various test)	-	22000	-
Cl-10.2(End Immersion Test)	-	2500	-
Cl-10.3(Glue Adhesion Test)	-	1500	-
Cl-13(Marking)	-	0	-
Cl-6.1.(Timber)	-	0	-
Cl-5(Sizes and Tolerances)	-	0	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	0	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	0	-
Cl-10.1(various test)	-	0	-
Cl-10.2(End Immersion Test)	-	0	-
Cl-10.3(Glue Adhesion Test)	-	0	-
Cl-13(Marking)	-	0	-
Cl-6.1.(Timber)	-	0	-
Cl-5(Sizes and Tolerances)	-	0	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	0	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	0	-
Cl-10.1(various test)	-	0	-
Cl-10.2(End Immersion Test)	-	0	-
Cl-10.3(Glue Adhesion Test)	-	0	-
Cl-13(Marking)	-	0	-
Cl-6.1.(Timber)	-	0	-
Cl-5(Sizes and Tolerances)	-	0	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	0	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	0	-
Cl-10.1(various test)	-	0	-
Cl-10.2(End Immersion Test)	-	0	-
Cl-10.3(Glue Adhesion Test)	-	0	-
Cl-13(Marking)	-	0	-
Cl-6.1.(Timber)	-	0	-

26 Aug, 2027

-
Included w.e.f 04.06.2025

IS 2191 : Part 1 (2022)

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

BWP,MR,8DS20,8DS21,9DS20,9DS21,10DS20,10DS21,12DT20,12DT21

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes)	-	0	-
Cl-6.1.1(Species of timber)	-	0	-
Cl-6.3(Cross-Bands)	-	0	-
Cl-6.4.1(Commercial face veneers)	-	0	-
Cl-6.4.2(Decorative face veneers)	-	0	-
Cl-6.7(Particle Board)	-	0	-
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF))	-	0	-
Cl-11.1(Dimensions and Squareness Test)	-	1300	-
Cl-11.2(General Flatness Test)	-	1500	-
Cl-11.3(Local Planeness Test)	-	1500	-
Cl-11.4(Impact Indentation Test)	-	1500	-
Cl-11.5(Flexure Test)	-	2000	-
Cl-11.6(Edge Loading Test)	-	1500	-
Cl-11.7(Shock Resistance Test)	-	2000	-
Cl-11.8(Buckling Resistance Test)	-	1500	-
Cl-11.9(Slamming Test)	-	1000	-
Cl-11.10(Misuse Test)	-	1000	-
Cl-11.11(Varying Humidity Test)	-	1500	-
Cl-11.12(End Immersion Test)	-	2500	-
Cl-11.13(Knife Test)	-	1500	-
Cl-11.14(Glue Adhesion Test)	-	1500	-
Cl-11.15(Screw Withdrawal Resistance Test)	-	2500	-
Cl-12.2(Sample Size)	-	0	-
Cl-14(Marking)	-	0	-
Cl-6.1.2(Moisture content of timber)	-	500	-
Cl-9(Workmanship and Finish)	-	200	-
Cl-6.1.3(Defects)	-	0	-
Cl-6.2(Plywood)	-	0	-
Cl-6.5(Cross-bands and face veneers)	-	0	-
Cl-6.6(Adhesives)	-	0	-
Cl-7(Construction)	-	0	-
Cl-8(Fittings)	-	0	-
Cl-5(Sizes)	-	0	-
Cl-6.1.1(Species of timber)	-	0	-
Cl-6.3(Cross-Bands)	-	0	-
Cl-6.4.1(Commercial face veneers)	-	0	-
Cl-6.4.2(Decorative face veneers)	-	0	-
Cl-6.7(Particle Board)	-	0	-
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF))	-	0	-
Cl-11.1(Dimensions and Squareness Test)	-	0	-
Cl-11.2(General Flatness Test)	-	0	-
Cl-11.3(Local Planeness Test)	-	0	-
Cl-11.4(Impact Indentation Test)	-	0	-
Cl-11.5(Flexure Test)	-	0	-
Cl-11.6(Edge Loading Test)	-	0	-
Cl-11.7(Shock Resistance Test)	-	0	-
Cl-11.8(Buckling Resistance Test)	-	0	-
Cl-11.9(Slamming Test)	-	0	-
Cl-11.10(Misuse Test)	-	0	-
Cl-11.11(Varying Humidity Test)	-	0	-
Cl-11.12(End Immersion Test)	-	0	-
Cl-11.13(Knife Test)	-	0	-
Cl-11.14(Glue Adhesion Test)	-	0	-
Cl-11.15(Screw Withdrawal Resistance Test)	-	0	-
Cl-12.2(Sample Size)	-	0	-
Cl-14(Marking)	-	0	-
Cl-6.1.2(Moisture content of timber)	-	0	-
Cl-9(Workmanship and Finish)	-	0	-
Cl-6.1.3(Defects)	-	0	-
Cl-6.2(Plywood)	-	0	-
Cl-6.5(Cross-bands and face veneers)	-	0	-
Cl-6.6(Adhesives)	-	0	-
Cl-7(Construction)	-	0	-
Cl-8(Fittings)	-	0	-

26 Aug, 2027

-
Included w.e.f.06.05.2025

IS 2202 : Part 2 (2022)

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

Grade-BWP/MR

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause No - 6.1(Timber)	-	0	--
Clause No -6.2(Alternative Materials (LVL)	-	0	--
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL))	-	0	--
Clause No -6.2(Alternative Materials medium density fibre board (MDF))	-	0	--
Clause No -6.2(Alternative Materials -plywood)	-	0	--
Clause No -6.2(BWP grade flush door shutter)	-	0	--
Clause No -6.3.1("Face Panels: Particle Board MDF/ HDF Fibre Hardboard")	-	0	--
Clause No -6.4(Adhesive)	-	0	--
Clause No -7.1(Construction)	-	0	--
Clause No - 7.3(" MDF board or HDF board ")	-	0	--
Clause No -9.2("Workmanship and finish")	-	200	--
Clause No -10.1(tests for flush door shutters)	-	21000	15% Discount for BIS Samples
Clause No -10.2(End Immersion Test)	-	2500	15% Discount for BIS Samples
Clause No -10.3(Glue Adhesion Test)	-	1500	15% Discount for BIS Samples
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	--
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO MARK")	-	0	-
5(SIZES AND TOLERANCES)	-	0	--
6.5(The swelling in thickness of the particle board, MDF and HDF board for core)	-	0	--
Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door)	-	0	--
Cl-6.3.2(MDF board and HDF board)	-	0	--
Cl-6.3.4(B N P V, P N P V and M N P V,)	-	0	--
Cl-7.2(Face Panel)	-	0	---
Cl-7.4 (Amendment No 1)(Door Blanks)	-	0	--
Cl-8(Fittings)	-	0	--
Clause No - 6.1(Timber)	-	0	-
Clause No -6.2(Alternative Materials (LVL)	-	0	-
Clause No -6.2(Alternative Materials veneer laminated lumber (VLL))	-	0	-
Clause No -6.2(Alternative Materials medium density fibre board (MDF))	-	0	-
Clause No -6.2(Alternative Materials -plywood)	-	0	-
Clause No -6.2(BWP grade flush door shutter)	-	0	-
Clause No -6.3.1("Face Panels: Particle Board MDF/ HDF Fibre Hardboard")	-	0	-
Clause No -6.4(Adhesive)	-	0	-
Clause No -7.1(Construction)	-	0	-
Clause No - 7.3(" MDF board or HDF board ")	-	0	-
Clause No -9.2("Workmanship and finish")	-	0	-
Clause No -10.1(tests for flush door shutters)	-	0	-
Clause No -10.2(End Immersion Test)	-	0	-
Clause No -10.3(Glue Adhesion Test)	-	0	-
Clause No -11(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause No -12("ADDITIONAL REQUIREMENTS FOR ECO MARK")	-	0	-
5(SIZES AND TOLERANCES)	-	0	-
6.5(The swelling in thickness of the particle board, MDF and HDF board for core)	-	0	-
Cl-6.3.3 (Amendment NO 1)(B D P V, P D P V and M D P V types of flush door)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.4(B N P V, P N P V and M N P V,)	-	0	-
Cl-7.2(Face Panel)	-	0	-
Cl-7.4 (Amendment No 1)(Door Blanks)	-	0	-
Cl-8(Fittings)	-	0	-

26 Aug, 2027

-
Included w.e.f 04.03.2025

IS 2202 : Part 1 (2023)

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

BWP,MR/8DS20,8DS21,9DS20,9DS21,10DS21,10DS20,12DS20,21

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Workmanship & Finish)	-	200	15% Discount for BIS Samples
9.2(Workmanship & Finish)	-	200	15% Discount for BIS Samples
9.3(Workmanship & Finish)	-	200	15% Discount for BIS Samples
11.1(Dimensions - Height)	-	200	15% Discount for BIS Samples
11.1(Dimensions - Width)	-	200	15% Discount for BIS Samples
11.1(Dimensions - Thickness)	-	200	15% Discount for BIS Samples
11.1(Dimensions - Variation in thickness)	-	200	15% Discount for BIS Samples
11.1(Dimensions - Squareness)	-	500	15% Discount for BIS Samples
11.12(End immersion test)	-	2500	15% Discount for BIS Samples
11.13(Knife Test)	-	1500	15% Discount for BIS Samples
11.14(Glue Adhesion Test)	-	1500	15% Discount for BIS Samples
11.1(Dimensions and Squareness Test)	-	0	0
11.1(Dimensions and Squareness Test)	-	0	0
11.1(Dimensions and Squareness Test)	-	0	0
11.1(Dimensions and Squareness Test)	-	0	0
11.1(Dimensions and Squareness Test)	-	0	0
11.2(General Flatness Test)	-	1500	15% Discount for BIS Samples
11.2(General Flatness Test)	-	0	0
11.2(General Flatness Test)	-	0	0
11.3(Local Planeness Test)	-	1500	15% Discount for BIS Samples
11.4(Impact Indentation Test)	-	1500	15% Discount for BIS Samples
11.4(Impact Indentation Test)	-	0	0
11.5(Flexure Test)	-	2000	15% Discount for BIS Samples
11.5(Flexure Test)	-	0	0
11.6(Edge Loading Test)	-	1500	15% Discount for BIS Samples
11.6(Edge Loading Test)	-	0	0
11.6(Edge Loading Test)	-	0	0
11.6(Edge Loading Test)	-	0	0
11.7.1(Shock Resistance Test)	-	2000	15% Discount for BIS Samples
11.7.2(Shock Resistance Test)	-	0	0
11.8(Buckling Test)	-	1500	15% Discount for BIS Samples
11.8(Buckling Test)	-	0	0
11.8(Buckling Test)	-	0	0
11.9.2(Slamming Test)	-	1000	15% Discount for BIS Samples
11.9.3(Slamming Test)	-	0	0
11.10(Misuse Test)	-	600	15% Discount for BIS Samples
11.11(Varying Humidity Test)	-	1500	15% Discount for BIS Samples
11.11(Varying Humidity Test)	-	0	0
11.12(End Immersion Test)	-	0	0
11.13(Knife Test)	-	0	0
11.14(Glue Adhesion Test)	-	0	0
11.15(Screw Withdrawal Resistance Test)	-	2500	15% Discount for BIS Samples
11.15(Screw Withdrawal Resistance Test)	-	0	0
Clause 9(WORKMANSHIP AND FINISH)	-	0	0
Clause 11.2(General Flatness Test)	-	0	0
Clause 11.3(Local Planeness Test)	-	0	0
Clause 11.4(Impact Indentation Test)	-	0	0
Clause 11.5(Flexure Test)	-	0	0
Clause 11.6(Edge Loading Test)	-	0	0
11.7(Shock Resistance Test)	-	0	0
Clause 11.8(Buckling Resistance Test)	-	0	0
Clause 11.9(Slamming Test)	-	0	0
11.1(Misuse Test)	-	0	0
11.11(Varying Humidity Test)	-	0	0
Clause 11.12(End Immersion Test)	-	0	0
Clause 11.13(Knife Test)	-	0	0
Clause 11.14(Glue Adhesion Test)	-	0	0
Clause 11.15(Screw Withdrawal Resistance Test)	-	0	0
11.1(Dimensions and Squareness Test)	-	0	0
9.1(WORKMANSHIP AND FINISH)	-	0	0
9.2(WORKMANSHIP AND FINISH)	-	0	0
9.3(WORKMANSHIP AND FINISH)	-	0	0
Clause 6.1.3(moisture content)	-	500	15% Discount for BIS Samples

26 Aug, 2027

-
-

Bureau of Indian Standards

The National Standards Body of India

ACE TEST HOUSE PRIVATE LIMITED (8161906), NEW DELHI

khasra No 1048 Near Pepsi Godown, vill- Bhalaswa, New Delhi, North West, Delhi, 110033

7042858881 acetesthouse@gmail.com

Scope List