BIS - LIMS (Laboratory Information Management System)

National Council for Cement and Building Materials (Independent Testing Laboratories)

34 km stone, NH-2, Delhi-Mathura road, Ballabgarh, Faridabad, Faridabad, Haryana, 121004

9599856091 ncbcrt2@gmail.com

Scope List

Reset

18 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 8043 (1991)

Specification for hydrophobic Portland cement

Hydrophobic Portland Cement

32110 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 (ref. 6 - Table - 1 i of IS 269:2015)(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	10490	-
5.1 (ref. 6 - Table - 1 ii of IS 269:2015)(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	4450	-
5.1 (ref. 6 - Table - 1 iii of IS 269:2015)(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1940	-
5.1 (ref. 6 - Table - 1 iv of IS 269:2015)(Magnesia - Cl 4.8 of IS 4032:1985)	-	2510	-
5.1 (ref. 6 - Table - 1 v of IS 269:2015)(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1940	-
5.1 (ref. 6 - Table - 1 vi of IS 269:2015)(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	970	-
5.1 (ref. 6 - Table - 1 vii of IS 269:2015)(Chloride content - Cl 4.13 of IS 4032:1985)	-	1940	-
5.1 (ref. 6 - Table - 1 viii of IS 269:2015)( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1610	-
6.1(Fineness 4031 Part 2)	-	1610	-
6.2(Expansion by Le Chatelier- IS 269 & 4031 Part 3)	-	1610	-
6.2(Expansion after aeration - IS 269 & 4031 Part 3)	-	1610	-
6.2(Expansion by Autoclave- IS 269 & 4031 Part 3)	-	2900	-
6.2(Expansion after aeration- IS 269 & 4031 Part 3)	-	2900	-
6.2(Setting Time Initial- IS 269 & 4031 Part 5)	-	725	-
6.2(Setting Time Final- IS 269 & 4031 Part 5)	-	725	-
6.3 a)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1650	-
6.3 b)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1870	-
6.3 c)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2200	-
6.6(Hydrophobicity- Annex B)	-	970	-

Complete

15 May, 2024

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC-33/43/53/43-S/53-S

19725 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	9530	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	4040	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
6.1 Table-2 iii.(Insoluble residue)	-	1760	-
6.1 Table-2 iv(Magnesia)	-	2280	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1760	-
6.1 Table-2 vi(Loss on ignition)	-	880	-
6.1 Table-2 vii(Chloride content)	-	1760	-
6.1 Table-2 viii(Alkali content)	-	1460	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	10490	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	4450	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
7 Table-3 i.(Fineness)	-	1460	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	1460	-
7 Table-3 ii a(Expansion after aeration)	-	1460	-
7 Table-3 ii b(Expansion by Autoclave)	-	2640	-
7 Table-3 ii b(Expansion after aeration)	-	2640	-
7 Table-3 iii a(Setting Time Initial)	-	660	-
7 Table-3 iii b(Setting Time Final)	-	660	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	-
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	11770	-

Complete

15 May, 2024

IS 455 (2015)

Portland slag cement - Specification

13500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	1760	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	2280	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	1760	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	1760	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	880	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	1760	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1460	-
7 Table 1 i(Fineness IS 4031(Part 2))	-	1460	-
7 Table 1 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	1460	-
7 Table 1 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	2640	-
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-	660	-
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	660	-
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	1500	-
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	1700	-
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	2000	-
Cl. 7 Table-2(Cl. 7 Table-2 ii b (Expansion after aeration ))	-	2640	-
Cl. 7 Table-2(Cl. 7 Table-2 ii a (Expansion after aeration ))	-	1460	-

Complete

15 May, 2024

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

PPC (FLY ASH BASED)

18930 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1760	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	2280	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1760	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	880	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1760	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1460	-
7 -Table 2- i(Fineness 4031 Part 2)	-	1460	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1460	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	1460	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2640	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	2640	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	660	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	660	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2120	-

Complete

15 May, 2024

IS 456 (2000)

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

WATER FOR CONSTRUCTION

8030 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
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-(b)-IS: 3025 (P-23)(Volume of 0.02 N H2SO4 to neutralized 100 ml of water using mixed indicator)	-	500	-
5.4.2-IS: 3025(P-11)(Ph)	-	1450	-
5.4-Table-1 (i)-IS: 3025(P-18)(Organic )	-	730	-
5.4-Table-1 (i)-IS: 3025(P-18)(In-Organic)	-	730	-
Cl 5.4 Table 1 (iii)(Sulphate)	-	1450	-
5.4-Table-1 (iv)-IS: 3025(P-32)(Chloride)	-	1940	-
5.4-Table-1 (v)-IS: 3025(P-17)(Suspended matter)	-	730	-

Complete

15 May, 2024

IS 3812 (Part 1) (2013)

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

PULVERIZED FUEL ASH

23963 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	5650	-
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	1610	-
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	2860	-
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	2280	-
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	1760	-
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	1460	-
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	1760	-
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	880	-
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	920	-
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	1460	-
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	2120	-
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	2860	-
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	2860	-
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	2640	-
7.2(Uniformity Requirements)	-	2120	-

Complete

15 May, 2024

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

12630 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1760	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	2280	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1760	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	880	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1760	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1460	-
7 -Table 2- i(Fineness 4031 Part 2)	-	1460	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1460	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	1460	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2640	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	2640	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	660	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	660	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2120	-

Complete

15 May, 2024

IS 8042 (2015)

White portland cement - Specification (Third Revision)

18075 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)	-	9530	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	1760	-
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1760	-
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	2280	-
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1760	-
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	880	-
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1760	-
6 -Table 2- i(Fineness 4031 Part 2)	-	1460	-
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1460	-
6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	1460	-
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2640	-
6-Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	2640	-
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	660	-
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	660	-
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	-
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	-
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	-
6 -Table 2- vi(Degree of whiteness-Annex B)	-	1940	-

Complete

15 May, 2024

IS 16353 (2015)

Portland Cement Clinker - Specification

Portland Cement Clinker

40970 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 5 Table 1(Ratio of percentage of lime to percentages of silica, alumina and iron oxide)	-	9530	These testing charges are for determination of CaO, SO3, SiO2, Fe2O3 & Al2O3 to calculate the above mentioned ratio.
Clause 5 Table 1(Ratio of percentage of alumina to that of iron oxide,)	-	4040	These testing charges are for determination of Fe2O3 & Al2O3 to calculate the above mentioned ratio.
Clause 5 Table 1(C3S, percent by mass)	-	11650	-
Clause 5 Table 1(C3A, percent by mass)	-	4040	-
Clause 5 Table 1(C3S+C2S, percent by mass)	-	11650	-
Clause 5 Table 1(Total sulphur content calculated as sulphuric anhydride (SO3))	-	1760	-
Clause 5 Table 1(Free lime)	-	2120	-
Clause 5 Table 1(Chloride content)	-	1760	-
Clause 5 Table 1(Magnesia)	-	2280	-
Clause 5 Table 1(Alkali content)	-	1460	-
Clause 5 Table 1(Total loss on ignition)	-	880	-
Clause 5 Table 1(Insoluble residue)	-	1760	-
6.1 Table 3 iii) (Granulometric composition of clinker(Size >50 mm))	-	1940	-
6.2 Table 3 ii) (Granulometric composition of clinker(Size 5-50 mm))	-	1940	-
6.2 Table 3 i) (Granulometric composition of clinker(Size <5 mm))	-	1940	-
6.1 Table 2 i) b) IS 4031 (Part 3)(Soundness by Autoclave test method)	-	2900	-
6.1 Table 2 i) a) IS 4031 (Part 3)(Soundness by Le-Chatelier method)	-	1610	-
6.1 Table 2 ii) a) IS 4031 (Part 5)(Initial Setting time)	-	725	-
6.1 Table 2 ii) b) IS 4031 (Part 5)(Final Setting time)	-	725	-
6.1 Table 2 iii) a) IS 4031 (Part 6)(Compressive Strength at 72±1 h)	-	1650	-
6.1 Table 2 iii) b) IS 4031 (Part 6)(Compressive Strength at 168±2 h)	-	1870	-
6.1 Table 2 iii) c) IS 4031 (Part 6)(Compressive Strength at 672±4 h)	-	2200	-

Complete

15 May, 2024

IS 383 (2016)

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

20110 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2510	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	2510	-
5.4.2(a)( Aggregates Impact Value)	-	2510	-
5.4.2(b)( Aggregates Impact Value)	-	2510	-
5.4.3(a)( Aggregate Abrasion Value)	-	3710	-
5.4.3(b)( Aggregate Abrasion Value)	-	3710	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	1940	-
Clause 5.6(Dissolved Silica)	-	2200	-
Clause 5.6(Reduction in Alkalinity)	-	2200	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	1610	-
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))	-	1770	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	4920	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1440	-
5.7 table 3(Specific Gravity)	-	970	-
5.7 table 3(WaterAbsorption)	-	970	-
5.6(Alkali Agregate Reaction )	-	33000	-
7.2(Bulk Density loose)	-	970	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	1940	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	1940	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	1940	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	1940	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	1940	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	1940	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	1940	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	1940	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	1940	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	1940	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	1940	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	1940	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	1940	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	1940	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	1940	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	1940	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	1940	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	1940	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	1940	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	1940	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	1940	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	1940	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	1940	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	1940	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	1940	-
7.2(Bulk Density Rodded)	-	970	-

Complete

15 May, 2024

IS 16715 (2018)

Ultrafine Ground Granulated Blast Furnace Slag - Specification

66350 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 4 and 5.1(Manganese oxide (MnO))	-	1610	-
Clause 4 and 5.1(Magnesium oxide (MgO))	-	2510	-
Clause 4 and 5.1(Sulphide sulphur (S))	-	1940	-
Clause 4 and 5.1(Sulphate (as SO3),)	-	1940	-
Clause 4 and 5.1(Insoluble residue)	-	1940	-
Clause 4 and 5.1(Chloride content)	-	1940	-
Clause 4 and 5.1(Loss on ignition)	-	970	-
Clause 4 and 5.1((CaO+MgO+1/3AlO3)/( SiO2 +2/3 AlO3))	-	9120	-
Clause 4 and 5.1((CaO+MgO+Al2O3)/ SiO2)	-	9120	-
Clause 4 and 5.1((CaO+CaS+1/2 MgO+Al2O3)/ (SiO2+ MnO))	-	12670	-
6 and Table 2 i(Fineness (optional), BET Method(Nitrogen adsorption) IS 11578)	-	16500	-
6 and Table 2 ii a(Particle size -D50)	-	12400	-
6 and Table 2 ii b(Particle size -D95)	-	12400	-
6 and Table 2 iii a(Slag activity index -7 days)	-	5370	-
6 and Table 2 iii b(Slag activity index -28 days)	-	6030	-

Complete

15 May, 2024

IS 16993 (2018)

Microfine Ordinary Portland Cement ” Specification

65530 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)	-	8550	-
5 -Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	4450	-
5 -Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1940	-
5 -Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	2510	-
5 -Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1940	-
5 -Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	970	-
5 -Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1940	-
5 -Table - 1 viii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1610	-
5 -Table - 1 ix( (Additional requirements) for microfine sulphate resisting Portland cement: a) Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985)	-	0	-
5 -Table - 1 ix((Additional requirements) for microfine sulphate resisting Portland cement: b) Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate (C2AF + 2C2A) - Cl 4 of IS 4032:1985)	-	0	-
6 and Table 2 i(Fineness (optional) IS 11578)	-	16500	-
6 and Table 2 ii a(Particle size, D50, Using laser diffraction PSD analyzer)	-	12400	-
6 and Table 2 ii b(Particle size, D95, Using laser diffraction PSD analyzer)	-	12400	-
6 and Table 2 iii a(Setting Time Initial)	-	725	-
6 and Table 2 iii b(Setting Time Final)	-	725	-
6 and Table 2 iv(Bleeding test at 3 h from the time of mixing)	-	10000	-
6 and Table 2 v a(Compretsive Strenqth .3 days IS 4031(Part 8))	-	1650	-
6 and Table 2 v b(Compretsive Strenqth 7 days IS 4031(Part 8))	-	1870	-
6 and Table 2 v c(Compretsive Strenqth 28 days IS 4031(Part 8))	-	2200	-

Complete

15 May, 2024

IS 1344 (1981)

Specification for Calcined Clay Pozzolana

26210 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4.2( silica+ alumina + iron oxide)	-	6220	-
Cl. 4.2(Silica)	-	1770	-
Cl. 4.2(Calcium oxide)	-	2330	-
Cl. 4.2(Magnesia)	-	2510	-
Cl. 4.2(Sulphuric Anhdride)	-	1940	-
Cl. 4.2(Soda & Potash)	-	1610	-
Cl. 4.2(Water soluble Alkali)	-	810	-
Cl. 4.2(Water soluble Material)	-	800	-
Cl. 4.2(Loss on ignition)	-	1610	-
6.1 & 6.2 Table 1, SI No. i) (Fineness - Specific surface by Blaine's permeability method)	-	1610	-
6.1 & 6.2 Table 1, SI No. ii) (Lime reactivity --- Average compressive strength )	-	2900	-
6.1 & 6.2 Table 1, SI No. iii) (Compressive strength" at 28 days)	-	3150	-
6.1 & 6.2 Table 1, SI No. iv) (Drying shrinkage)	-	2330	-

Complete

15 May, 2024

IS 12089 (1987)

Specification for granulated slag for the manufacture portland slag cement

21620 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Physical State)	-	810	-
3.2(composition of granulated slag, Manganese Oxide)	-	1610	-
3.2(composition of granulated slag, Magnesium Oxide)	-	2510	-
3.2(composition of granulated slag, Sulphide Sulphur)	-	1940	-
3.3(percentages of major oxides)	-	9120	-
3.4(insoluble residue of dried samples)	-	1940	-
3.4.1(glass content )	-	6200	-

Complete

15 May, 2024

IS 12330 (1988)

Specificatioon for sulphate resisting Portland cement

19350 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	9530	-
4.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1760	-
4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985)	-	2280	-
4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1760	-
4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985)	-	4040	-
4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985)	-	4040	-
4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	880	-
5.1(Fineness 4031 Part 2)	-	1460	-
5.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1460	-
5.2.1.1(Expansion after aeration - 4031 Part 3)	-	1460	-
5.2.1(Expansion by Autoclave- 4031 Part 3)	-	2640	-
5.2.1.1(Expansion after aeration- 4031 Part 3)	-	2640	-
5.3 a)(Setting Time Initial- 4031 Part 5)	-	660	-
5.3 b)(Setting Time Final- 4031 Part 5)	-	660	-
5.4(Salphate Expansion (Optional))	-	6810	-
5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	-
5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1700	-
5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	-
5.6(Transverse Strength - IS 4031 Part 8 (Optional))	-	4000	-

Complete

15 May, 2024

IS 12600 (1989)

Portland cement, low heat - specification

40260 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	9530	-
5.1 - Table - 1 ii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1940	-
5.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985)	-	2510	-
5.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1940	-
5.1 - Table - 1 v( Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	970	-
5.2(Lime after deduction of that necessary to combine with Sulphuric anhydride - Cl 4 of IS 4032:1985)	-	6220	-
5.1 - Table - 1 note 2(Alkali content as Na2O - Cl 4.11 of IS 4032:1985)	-	1610	-
6.1(Fineness 4031 Part 2)	-	1610	-
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1610	-
6.2.1.1(Expansion after aeration - 4031 Part 3)	-	1610	-
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	2900	-
6.2.1.1(Expansion after aeration- 4031 Part 3)	-	2900	-
6.3 a)(Setting Time Initial- 4031 Part 5)	-	725	-
6.3 b)(Setting Time Final- 4031 Part 5)	-	725	-
6.4 a)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1650	-
6.4 b)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1870	-
6.4 c)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2200	-
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	4920	-
6.7 a)(Heat of Hydration- IS 4031 Part 9)	-	4920	-
6.7 b)(Heat of Hydration- IS 4031 Part 9)	-	4920	-

Complete

15 May, 2024

IS 6909 (1990)

Supersulphated cement ? specification

23560 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1940	-
5.1(Magnesium Oxide - Cl 4.8 of IS 4032:1985)	-	2510	-
5.1(Sulphuric anhydride - Cl 4.9 of IS 4032:1985)	-	1940	-
5.1(Sulphide sulphur - Cl 6.12 of IS 4032:1985)	-	1940	-
6.1(Fineness 4031 Part 2)	-	1610	-
6.2(Soundness (cold expansion) by Le Chatelier- 4031 Part 3)	-	1610	-
6.3 a)(Setting Time Initial- 4031 Part 5)	-	725	-
6.3 b)(Setting Time Final- 4031 Part 5)	-	725	-
6.4 a)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1650	-
6.4 b)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1870	-
6.4 c)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2200	-

Complete

15 May, 2024

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

13650 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	8550	-
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	4450	-
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1940	-
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	2510	-
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1940	-
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	970	-
6.1(Fineness 4031 Part 2)	-	1610	-
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1610	-
6.2.1.1(Expansion after aeration - 4031 Part 3)	-	1610	-
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	2900	-
6.2.1.1(Expansion after aeration- 4031 Part 3)	-	2900	-
6.3 a)(Setting Time Initial- 4031 Part 5)	-	725	-
6.3 b)(Setting Time Final- 4031 Part 5)	-	725	-
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	1460	-
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1870	-

Complete

15 May, 2024

Bureau of Indian Standards

The National Standards Body of India

National Council for Cement and Building Materials (Independent Testing Laboratories)

34 km stone, NH-2, Delhi-Mathura road, Ballabgarh, Faridabad, Faridabad, Haryana, 121004

9599856091 ncbcrt2@gmail.com

Scope List