BIS - LIMS (Laboratory Information Management System)

BIS, Guwahati Branch Laboratory (GBL)

2nd Floor, West End Block, Housefed Building Complex, Last Gate, Dispur, Guwahati, Assam 781006, GUWAHATI, Kamrup, Assam, 781006

9641193329 gbol@bis.gov.in

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41 Results

S.No.

Indian Standard No.

Product

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 1626 : Part 3 (1994)

Asbestos Cement Building types and Pipe Fittings, Gutters and Gutter Fittings and Roofing Fittings - Part 3 : Roofing Fittings

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
5.1 Table-1 (Shapes)	-
6.1 (Physical requirements)	-
7 (Genaral appearance and finish)	-
10 (Marking)	-
6.2 (Impermeability test according to the Method 1 described in IS 5913 : 1989)	-
Cl. 5.2 (Cl. 5.2 Outer Thickness)	-
Cl. 5.2 (Cl. 5.2 Inner Thickness)	-
Cl. 5.2 (Cl. 5.2, Outer Length)	-
Cl. 5.2 (Cl. 5.2, Inner Length )	-

Partial

IS 1328 (1996)

Veneered Decorative Plywood -Specification

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

Partial

IS 12600 (1989)

Portland cement, low heat - specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6.1 (Fineness 4031 Part 2)	-
6.2.1 (Expansion by Le Chatelier- 4031 Part 3)	-
6.2.1.1 (Expansion after aeration - 4031 Part 3)	-
6.2.1 (Expansion by Autoclave- 4031 Part 3)	-
6.2.1.1 (Expansion after aeration- 4031 Part 3)	-
6.3 a) (Setting Time Initial- 4031 Part 5)	-
6.3 b) (Setting Time Final- 4031 Part 5)	-
6.4 a) (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-
6.4 b) (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-
6.4 c) (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-
5.1 - Table - 1 i (Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-
5.1 - Table - 1 ii (Insoluble residue - Cl 4.10 of IS 4032:1985)	-
5.1 - Table - 1 iii (Magnesia - Cl 4.8 of IS 4032:1985)	-
5.1 - Table - 1 iv (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-
5.1 - Table - 1 v ( Total loss on ignition - Cl 4.2 of IS 4032:1985)	-

Partial

IS 12330 (1988)

Specificatioon for sulphate resisting Portland cement

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

Partial

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
7 Table-3 iii b (Setting Time Final)	-
7 Table-3 iii a (Setting Time Initial)	-
7 Table-3 ii b (Expansion after aeration)	-
7 Table-3 ii b (Expansion by Autoclave)	-
7 Table-3 ii a (Expansion after aeration)	-
7 Table-3 ii a (Expansion by Le Chatelier)	-
7 Table-3 i. (Fineness)	-
7 Table-3 iv a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-
7 Table-3 iv b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-
7 Table-3 iv c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-
6 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-
6 - Table - 1 ii (Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-
6 - Table - 1 iii (Insoluble residue - Cl 4.10 of IS 4032:1985)	-
6 - Table - 1 iv (Magnesia - Cl 4.8 of IS 4032:1985)	-
6 - Table - 1 v (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-
6 - Table - 1 vi (Loss on ignition - Cl 4.2 of IS 4032:1985)	-
6 - Table - 1 vii (Chloride content - Cl 4.13 of IS 4032:1985)	-
6.1 Table-2 vii (Chloride content)	-
6.1 Table-2 vi (Loss on ignition)	-
6.1 Table-2 v (Total Sulphur Content calculated as Sulphuric Anhydride)	-
6.1 Table-2 iv (Magnesia)	-
6.1 Table-2 iii. (Insoluble residue)	-
6.1 Table-2 ii. (Ratio of percentage of alumina to that of iron oxide)	-
6.1 Table-2 i. (Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-

Partial

IS 455 (2015)

Portland slag cement - Specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl. 7 Table-2 (Cl. 7 Table-2 iii b (Setting time Final))	-
Cl. 7 Table-2 (Cl. 7 Table-2 iii a (Setting time Initial))	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Soundness , Autoclave Expansion ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Expansion after aeration ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Soundness , Le Chatelier Expansion ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Expansion after aeration ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 i (Fineness ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 iv a (Compressive Strength 72±1 hr IS))	-
Cl. 7 Table-2 (Cl. 7 Table-2 iv b (Compressive Strength 168±2 hr ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 iv c (Compressive Strength 672±4 hr) )	-
6 - Table - 1 ii (Magnesia - Cl 6.8 of IS 4032:1985)	-
6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-
6 - Table - 1 iv (Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-
6 - Table - 1 v (Loss on ignition - Cl 6.2 of IS 4032:1985)	-
6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985)	-
6 - Table - 1 vi (Chloride content - Cl 4.13 of IS 4032:1985)	-

Partial

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

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

Partial

IS 303 (1989)

Plywood for General Purposes -

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-
11.2.2 (Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only])	-
11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-
11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-
11.3 (Moisture Content - Part 1 of IS 1734)	-
8 (Dimensions & Tolerances - Edge Straightness - Annexure C)	-
8 (Dimensions & Tolerances - Squareness - Annexure C)	-
8 (Dimensions & Tolerances - Thickness - Cl. 8)	-
8 (Dimensions & Tolerances - Width - Cl. 8)	-
8 (Dimensions & Tolerances - Length - Cl. 8)	-
5.2, Table 1, Table 2 (Quality Requirements - Cl. 5.2)	-
5.1 (Type - For BB Type)	-
5.1 (Type - For AB Type)	-
5.1 (Type - For AA Type)	-
4 (Grade - For MR grade)	-
4 (Grade - For BWR grade)	-
9 (Workmanship and Finish - Cl.9, 8.3, Annexure C)	-
9 (Workmanship and Finish - Cl.9, 8.3, Annexure C)	-
cl. 13.1 (marking)	-
cl. 13.2 (marking)	-

Partial

IS 2062 (2011)

Hot rolled medium and high tensile structural steel - Specification (Seventh Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 11.3 (Press)	-
Cl 7 (Workmanship)	-
Cl 18 (Weight)	-
Cl. 10.3 (Cl. 10.3 (Elongation %))	-
Cl. 10.3 (Cl. 10.3 (Yield Stress))	-
Cl 15 (Length, Width & Thickness)	-
Cl. 10.3 (Cl. 10.3 (Tensile Strength))	-
Cl. 15, 16 (Leg Length A (Angle))	-
Cl. 15, 16 (Leg Length B (Angle))	-
Cl. 15, 16 (Thickness )	-
Cl. 15, 16 (Toe Radius R2)	-
Cl. 15, 16 (Out of Square (Angle))	-
Cl. 15, 16 (Leg Length Difference (Angle))	-
Cl. 15 (Cl. 15 Channel Section: Sweep)	-
Cl. 15 (Cl. 15 Channel Section: Camber)	-
Cl. 15 (Cl. 15 Channel Section: Flatness of Web (Concavity))	-
Cl. 15 (Cl. 15 Channel Section: Flatness of Web (Convexity))	-
Cl. 15 (Cl. 15 Round Bar: Out of Shape)	-
Cl. 15 (Cl. 15 Channel Section: Width of Flange)	-
Cl. 15 (Cl. 15 Channel Section: Depth)	-
Cl. 15 (Cl. 15 Square Bar: Out of Square)	-
Cl. 15 (Cl. 15 Square Bar: Side Width: Minimum)	-
Cl. 15 (Cl. 15 Square Bar: Side Width: Maximum)	-
Cl. 15 (Cl. 15 Round Bar: Out of Shape)	-
Cl. 15 (Cl. 15 Round Bar: Diameter Minimum)	-
Cl. 15 (Cl. 15 Round Bar: Diameter Maximum)	-
Cl. 15, 16 (Off Centre of Web)	-
Cl. 15, 16 (Width of flange (I Beam))	-
Cl. 15, 16 (Depth (I Beam))	-
Cl. 15, 16 (Flange Slope)	-
Cl. 15, 16 (Out of Square (Flat))	-
Cl. 15, 16 (Web Thickness)	-
Cl. 15, 16 (Flange Thickness)	-
Cl. 15, 16 (Flange out of square (I beam))	-
Clause 15, Table 4 (IS 2062)	-
16 (Tolerance)	-
Clause 15, Table 4 (IS 2062)	-
Cl. 15, 16 (Root Radius R1)	-
15 (Radius R1)	-
Cl. 15, 16 (Root Radius R1)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-

Partial

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
9.2.5 (Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-
9.2.4 (Mycological Test [for MR grade only] - Annexure J)	-
9.2.3 (Adhesion of Plies - Annexure H)	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-
9.2.1 (Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-
9.2.1 (Dimensional Changes caused by humidity - Delamination - Annexure F)	-
9.2.1 (Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-
9.2.1 (Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-
9.2.1 (Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-
9.2.1 (Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-
7.3 (Dimensional Requirements - Variation in thickness - Annexure E)	-
7.3 (Dimensional Requirements - Squareness - Annexure D)	-
7.3 (Dimensional Requirements - Edge Straightness - Annexure D)	-
7.3 (Dimensional Requirements - Thickness - Annexure E)	-
7.3 (Dimensional Requirements - Width - 8.1.4)	-
7.3 (Dimensional Requirements - Length - 8.1.4)	-
9.2.5 (Modulus of elasticity - AVERAGE - Annexure K)	-
9.2.5 (Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-
9.2.5 (Modulus of rupture - AVERAGE - Annexure K)	-
9.2.6 (Spot test - Annexure L)	-
8.1.3, 6.3.3, IS 1328 (Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-
8.1.3, 6.3.3, IS 303 (Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-
cl. 11 (marking)	-
cl. 11.1 (marking - BIS certification marking)	-
9.2.6 (mechanical) (Spot test - Annexure L)	-

Partial

IS 1786 (2008)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl. 8.1 Table 3 (Yield Stress (YS))	-
Cl. 8.1 Table 3 (Tensile Strength (TS))	-
Cl. 8.1 Table 3 (TS/YS ratio)	-
Cl. 8.1 Table 3 (Elongation, percentage)	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-
Cl.9.4 & Cl. 9.4.1 (Rebend test)	-
Cl. 7.2 Table -2 (Nominal Mass)	-
Cl. 6.1 (Nominal Size)	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-
Cl. 9.3, Table 4 (Bend Test )	-
Cl. 8.1 Table 3 (Total Elongation at Maximum Force)	-
Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-
Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-
Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-
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)	-

Partial

Bureau of Indian Standards

The National Standards Body of India

BIS, Guwahati Branch Laboratory (GBL)

2nd Floor, West End Block, Housefed Building Complex, Last Gate, Dispur, Guwahati, Assam 781006, GUWAHATI, Kamrup, Assam, 781006

9641193329 gbol@bis.gov.in

Scope List