BIS - LIMS (Laboratory Information Management System)

DELHI TEST HOUSE, Azadhpur

A-62/3, G T KARNAL ROAD INDUSTRIAL AREA, OPPOSITE HANS CINEMA, AZADPUR, DELHI 110033, Delhi, North, Delhi, 110033

9810442016 [email protected]

Scope List

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155 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

151

IS 1489 : Part 2 (2015)

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

10000 View breakup
Rs.10000.00

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	500	NA
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	NA
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	500	NA
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	500	NA
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	300	NA
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	300	NA
7 -Table 2- i(Fineness 4031 Part 2)	-	700	NA
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	600	NA
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	600	NA
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	NA
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	NA
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	500	NA
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	500	NA
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	500	NA
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2000	NA
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1200	NA
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	500	N.A.
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	N.A.
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	500	N.A.
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	500	N.A.
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	300	N.A.
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	300	N.A.
7 -Table 2- i(Fineness 4031 Part 2)	-	700	N.A.
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	600	N.A.
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	600	N.A.
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	N.A.
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	N.A.
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	500	N.A.
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	500	N.A.
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	500	N.A.
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2000	N.A.
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1200	N.A.

Complete

17 Jun, 2024

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152

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	500	NA
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	NA
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	500	NA
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	500	NA
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	300	NA
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	300	NA
7 -Table 2- i(Fineness 4031 Part 2)	-	700	NA
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	600	NA
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	600	NA
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	NA
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	NA
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	500	NA
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	500	NA
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	500	NA
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2000	NA
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1200	NA
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	500	N.A.
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	N.A.
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	500	N.A.
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	500	N.A.
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	300	N.A.
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	300	N.A.
7 -Table 2- i(Fineness 4031 Part 2)	-	700	N.A.
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	600	N.A.
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	600	N.A.
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	N.A.
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	N.A.
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	500	N.A.
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	500	N.A.
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	500	N.A.
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2000	N.A.
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1200	N.A.

Complete

17 Jun, 2024

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153

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

33, 43, 43S, 53 & 53S

9500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1 Table-2 iii.(Insoluble residue)	-	500	N.A.
6.1 Table-2 vii(Chloride content)	-	300	N.A.
6.1 Table-2 vi(Loss on ignition)	-	500	N.A.
6.1 Table-2 viii(Alkali content)	-	500	N.A.
7 Table-3 i.(Fineness)	-	700	N.A.
7 Table-3 ii a(Expansion by Le Chatelier)	-	600	N.A.
7 Table-3 ii b(Expansion by Autoclave)	-	600	N.A.
7 Table-3 iii a(Setting Time Initial)	-	400	N.A.
7 Table-3 iii b(Setting Time Final)	-	400	N.A.
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	700	N.A.
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	650	N.A.
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	650	N.A.
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1200	N.A.

Complete

17 Jun, 2024

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154

IS 15658 (2006)

Precast concrete blocks for paving - Specification

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.2(Physical requirement)	-	100	For BIS Sample: 1.5 times of BIS testing charges
6.1.3(Physical requirement)	-	100	For BIS Sample: 1.5 times of BIS testing charges
6.1.4(Physical requirement)	-	100	For BIS Sample: 1.5 times of BIS testing charges
6.2.1 & 7.1(VISUAL INSPECTION)	-	100	For BIS Sample: 1.5 times of BIS testing charges
6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens))	-	400	For BIS Sample: 1.5 times of BIS testing charges
6.2.4(WATER ABSORPTION TEST (Average for three test specimens))	-	2000	For BIS Sample: 1.5 times of BIS testing charges
6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens))	-	2500	For BIS Sample: 1.5 times of BIS testing charges
6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens))	-	2000	For BIS Sample: 1.5 times of BIS testing charges
6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens))	-	2000	For BIS Sample: 1.5 times of BIS testing charges
6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen ))	-	650	For BIS Sample: 1.5 times of BIS testing charges
6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen ))	-	650	For BIS Sample: 1.5 times of BIS testing charges
6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen ))	-	650	For BIS Sample: 1.5 times of BIS testing charges
6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen ))	-	650	For BIS Sample: 1.5 times of BIS testing charges
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	250	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	0	For BIS samples: 1.5 times of BIS testing charges
B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L)	-	250	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE LENGTH (Average for eight test specimens), L)	-	0	For BIS samples: 1.5 times of BIS testing charges
B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-	250	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE WIDTH (Average for eight test specimens), W)	-	0	For BIS samples: 1.5 times of BIS testing charges
Table 1(MINIMUM PAVER BLOCK THICKNESS)	-	250	For BIS samples: 1.5 times of BIS testing charges
B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T)	-	250	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE THICKNESS (Average for eight test specimens), T)	-	0	For BIS samples: 1.5 times of BIS testing charges
B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens))	-	250	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens))	-	0	For BIS samples: 1.5 times of BIS testing charges
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	400	For BIS samples: 1.5 times of BIS testing charges
B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-	400	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	0	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens))	-	0	For BIS samples: 1.5 times of BIS testing charges
B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) )	-	250	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE PLAN AREA, ASP (for eight test specimens))	-	0	For BIS samples: 1.5 times of BIS testing charges
B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens))	-	250	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens))	-	0	For BIS samples: 1.5 times of BIS testing charges
B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) )	-	250	For BIS samples: 1.5 times of BIS testing charges
B-5(AVERAGE SQUARENESS (for eight test specimens))	-	0	For BIS samples: 1.5 times of BIS testing charges

Complete

17 Jun, 2024

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155

IS 383 (2016)

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

17400 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1300	For BIS samples 1.5 times of BIS testing charges
5.4.2(a)( Aggregates Impact Value)	-	700	For BIS samples 1.5 times of BIS testing charges
5.4.3(a)( Aggregate Abrasion Value)	-	1000	For BIS samples 1.5 times of BIS testing charges
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	1000	For BIS samples 1.5 times of BIS testing charges

Complete

17 Jun, 2024

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Bureau of Indian Standards

The National Standards Body of India

DELHI TEST HOUSE, Azadhpur

A-62/3, G T KARNAL ROAD INDUSTRIAL AREA, OPPOSITE HANS CINEMA, AZADPUR, DELHI 110033, Delhi, North, Delhi, 110033

9810442016 [email protected]

Scope List