BIS - LIMS (Laboratory Information Management System)

AADCO TESTING & RESEARCH LABORATORY PVT LTD

F 28 BULANDSHAHAR ROAD INDUSTRIAL AREA, GHAZIABAD, Ghaziabad, Uttar Pradesh, 201009

9555443495 [email protected]

Scope List

Reset

7 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 16415 (2015)

Composite cement - Specification

ALL GRADES

4025 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 and Table 3 i(Fineness IS 4031(Part 2))	-	300	-
7 and Table 3 ii a(Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-	250	-
7 and Table 3 ii b(Soundness, Autoclave expansion IS 4031(Part 3) )	-	250	-
7 and Table 3 iii a(Setting Time ( by Vicat Apparatus), Initial IS 4031(Part 5))	-	150	-
7 and Table 3 iii b(Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-	150	-
7 and Table 3 iv a(Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-	150	-
7 and Table 3 iv b(Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-	150	-
7 and Table 3 iv c(Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-	200	-
7 and Table 3 v(Drying shrinkage IS 4031(Part 10))	-	300	-
6 -Table - 2 i(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	350	-
6 -Table - 2 ii(Magnesia - Cl 4.8 of IS 4032:1985)	-	350	-
6 -Table - 2 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	350	-
6 -Table - 2 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	400	-
6 -Table - 2 v(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	325	-
6 -Table - 2 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	350	-

Complete

26 Jul, 2024

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IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

3550 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)	-	300	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	300	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	250	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	250	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	225	-
7 -Table 2- i(Fineness 4031 Part 2)	-	200	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	200	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	250	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	150	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	200	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	200	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	225	-

Complete

26 Jul, 2024

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IS 1786 (2008)

High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision)

ALL GRADES

11500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 8.1 Table 3(Tensile Strength (TS))	-	350	-
Cl. 8.1 Table 3(Yield Stress (YS))	-	300	-
Cl. 8.1 Table 3(Elongation, percentage)	-	300	-
Cl. 8.1 Table 3(TS/YS ratio)	-	300	-
Cl. 9.3, Table 4(Bend Test )	-	300	-
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	300	-
Cl 7.2(Weight)	-	300	-
Cl 5(Deformations and Surface Characteristics)	-	5000	pull out test
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	300	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	300	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-	300	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-	300	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-	300	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN)	-	2000	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE)	-	300	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR)	-	250	-
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT )	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous)	-	300	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent)	-	300	-
Clause 6.3(Effective Cross-sectional Area)	-	200	-

Complete

26 Jul, 2024

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IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

ALL TYPES

3025 View breakup
Rs.1150/- for Mechanical Tests (up to & including 50 mm NB), Rs.1750/- for Mechanical Tests (Above 50 mm NB) Rs.1275/- for Chemical Tests, Rs.2425/- for Complete Tests (up to & including 50 mm NB) Rs.3025/- for Complete Tests (Above 50 mm NB) 10% discount to BIS

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	1050	Rs. 650/- up to and including 50 mm NB
Cl 6(Outer Diameter, Thickness & Mass)	-	500	Rs. 300/- up to and including 50 mm NB
Cl 7(Workmanship)	-	200	-
Clause - 5.1, Table-3( CARBON)	-	200	-
Clause - 5.1, Table-3(SULPHUR)	-	150	-
Clause - 5.1, Table-3(PHOSPHURS)	-	150	-
Clause - 5.1, Table-3(MANGANESE)	-	200	-
5 AND AS PER IS 10748(CARBON EQUIVALENT)	-	150	-
8 AND AS PER IS 4736(MASS OF ZINC COATING)	-	225	-
8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING)	-	200	-

Complete

26 Jul, 2024

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IS 1489 : Part 2 (2015)

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

3350 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)	-	300	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	300	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	300	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	250	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	250	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	225	-
7 -Table 2- i(Fineness 4031 Part 2)	-	200	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	200	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	250	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	150	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	200	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	150	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	200	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	225	-

Complete

26 Jul, 2024

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IS 383 (2016)

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

All Sizes

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

Complete

26 Jul, 2024

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IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

All Grades

3200 View breakup
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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)	-	267	By calculation
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	267	By calculation
6.1 Table-2 iii.(Insoluble residue)	-	267	By testing
6.1 Table-2 iv(Magnesia)	-	267	By testing
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	267	By testing
6.1 Table-2 vi(Loss on ignition)	-	267	By testing
6.1 Table-2 vii(Chloride content)	-	267	By testing
6.1 Table-2 viii(Alkali content)	-	267	By testing
7 Table-3 i.(Fineness)	-	267	By testing
7 Table-3 ii a(Expansion by Le Chatelier)	-	267	By testing
7 Table-3 ii b(Expansion by Autoclave)	-	267	By testing
7 Table-3 iii a(Setting Time Initial)	-	267	By testing
7 Table-3 iii b(Setting Time Final)	-	267	By testing
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	266	By testing
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	266	By testing
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	266	By testing

Complete

26 Jul, 2024

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Bureau of Indian Standards

The National Standards Body of India

AADCO TESTING & RESEARCH LABORATORY PVT LTD

F 28 BULANDSHAHAR ROAD INDUSTRIAL AREA, GHAZIABAD, Ghaziabad, Uttar Pradesh, 201009

9555443495 [email protected]

Scope List