BIS - LIMS (Laboratory Information Management System)

BIS, Guwahati Branch Office Laboratory (GBOL)

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

- [email protected]

Scope List

Reset

34 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 13489 (2000)

Textiles – Bed mattress – Specification (first revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl. 5 (dimensions - length)	-
cl. 5 (dimensions - width)	-
cl. 5 (dimensions - thickness)	-
cl. 6.1 (manufacture)	-
cl. 6.2 (manufacture)	-
cl. 6.3 (manufacture)	-
cl. 6.4 (manufacture)	-
cl. 7.1 (marking)	-
cl. 7.2 (BIS certification marking)	-

Partial

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IS 10079 (1982)

Specification for cylindrical metal measures for use in tests of aggregates and concrete

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
4.1, Table 1 (Dimensions - Capacity)	-
4.1, Table 1 (Dimensions - Inside Diameter, A)	-
4.1, Table 1 (Dimensions - Thickness of metal (Min) - Wall, C)	-
4.1, Table 1 (Dimensions - Thickness of metal (Min) - Bottom, D)	-
5.1 (Construction)	-
6.1.1 (Accessories - Tamping Rod - Dia)	-
6.1.1 (Accessories - Tamping Rod - Length)	-
6.1.1 (Accessories - tamping rod)	-
6.2.1 (Accessories - Tamping Bar - tamping face (square))	-
6.2.1 (Accessories - Tamping Bar - Length)	-
6.2.1 (Accessories - Tamping Bar - Weight)	-
6.2.1 (Accessories - Tamping Bar)	-
7.1 (Marking)	-
7.1 (Marking)	-

Partial

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IS 4822 (1981)

Specification for brass cooking utensils (First Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl. 2 (grades)	-
cl. 4, fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, fig. 6 (diameter, D)	-
cl. 4, fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, fig. 6 (thickness of sheet)	-
cl. 4, fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, fig. 6 (max permissible reduction in thickness)	-
cl. 5 (workmanship and finish)	-
cl. 6 (other requirements)	-
cl. 7 (marking)	-
cl. 7.1 (ISI certification marking)	-

Partial

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IS 2719 (1964)

Specification for carrom boards

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl. 3.4 (corners)	-
cl. 4.1 (dimensions - outside length)	-
cl. 4.1 (dimensions - inside length)	-
cl. 4.1 (dimensions - height of wall of frame from the face board)	-
cl. 4.1 (dimensions - thickness of the face board)	-
cl. 4.1 (dimensions - distance between the wall and outer base line - base lines 1)	-
cl. 4.1 (dimensions - distance between the wall and outer base line - base lines 2)	-
cl. 4.1 (dimensions - distance between the wall and outer base line - base lines 3)	-
cl. 4.1 (dimensions - dia of the pocket hole - pocket hole 4)	-
cl. 4.1 (dimensions - dia of the pocket hole - pocket hole 1)	-
cl. 4.1 (dimensions - dia of the pocket hole - pocket hole 2)	-
cl. 4.1 (dimensions - dia of the pocket hole - pocket hole 3)	-
cl. 4.1 (dimensions - dia of the pocket hole - pocket hole 4)	-
cl. 4.1 (dimensions - radus of curvature in case of quadrant shaped pocket hole (optional))	-
cl. 4.1.2 (face board inserted length)	-
cl. 4.2.1 (base lines and end circles)	-
cl. 4.2.2 (touch lines)	-
cl. 4.2.3 (centre circle for red draught and outer circle)	-
cl. 4.2.4 (ink)	-
cl. 4.3 (reinforcement)	-
cl. 4.4 (workmanship)	-
cl. 5.1 (designation)	-
cl. 6.1 (marking)	-
cl. 6.1.1 (marking)	-

Partial

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IS 11100 (1984)

Specification for sweeping brooms

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl. 3.1 (bamboo strips)	-
cl. 4.1, 5.1, fig. 1 (split bamboo strips extending beyond ring)	-
cl. 4.1, 5.1, fig. 1 (split bamboo strips - maximum length)	-
cl. 4.1, 5.1, fig. 1 (split bamboo strips - minimum length)	-
cl. 4.3, fig. 2 (plug length)	-
cl. 4.3, fig. 2 (plug thick end diameter)	-
cl. 4.4, fig. 3 (ring - smaller diameter)	-
cl. 4.4, fig. 3 (ring - larger diameter)	-
cl. 4.4, fig. 3 (ring - overlap length)	-
cl. 4.4, fig. 3 (ring - thickness)	-
cl. 4.5 (manufacture - strips)	-
cl. 5.2 (mass)	-
cl. 6.1 (workmanship and finish)	-
cl. 8.2.1 (major defects)	-
cl. 8.2.1 (major defects)	-
cl. 8.2.1 (major defects)	-
cl. 8.2.1 (major defects)	-
cl. 8.2.1 (major defects)	-
cl. 8.2.2 (minor defects)	-
cl. 8.2.2 (minor defects)	-
cl. 9.1 (marking)	-
cl. 9.2 (marking)	-

Partial

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IS 1976 (1976)

Specification for rotary paddy weeder, manually - Operated (Second Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl. 4.1 (Size - Width)	-
cl. 5.1 (Weeding Roll)	-
cl. 5.1.1 (Tines)	-
cl. 5.1.2 (Axle)	-
cl. 5.1.3 (Bearings)	-
cl. 5.1.4 (Washer)	-
cl. 5.2 (Float (Sleigh))	-
cl. 5.3 (Frame)	-
cl. 5.4 (Arm Piece (Yoke))	-
cl. 5.5 (angle regulator)	-
cl. 5.6 (handle)	-
cl. 6.1 (workmanship and finish)	-
cl. 6.2 (workmanship and finish)	-
cl. 6.3 (workmanship and finish)	-
cl. 6.4 (workmanship and finish)	-
cl. 7.1 (marking)	-
cl. 7.1.1 (marking)	-
cl. 7.1.2 (marking)	-

Partial

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IS 15921 (2011)

Equipment for crop protection - Air - Assisted sprayers - Dimensions of nozzle swivel nuts

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl. 2, table 1, figure 1 (Dimension - l)	-
cl. 2, table 1, figure 1 (Dimension - d)	-

Partial

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IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
4.0 (Types)	-
7.2 (DIMENSIONS & TOLERANCES )	-
7.2 (DIMENSIONS & TOLERANCES )	-
7.3 (DIMENSIONS & TOLERANCES )	-
7.4 (DIMENSIONS & TOLERANCES )	-
7.4 (DIMENSIONS & TOLERANCES )	-
8.1 (WORKMANSHIP AND FINISH )	-
8.3 (WORKMANSHIP AND FINISH )	-
10.1.1 (MOISTURE CONTENT)	-
10.1.2, 10.1.2.1 (Table-1) (GLUE ADHESION IN DRY STATE)	-
10.1.2, 10.1.2.2 (GLUE ADHESION IN DRY STATE)	-
10.1.3, 10.1.3.1.1 (Table-1) (RESISTANCE TO WATER TEST)	-
10.1.3, 10.1.3.1.2 (RESISTANCE TO WATER TEST)	-
10.1.4 (RESISTANCE TO WATER TEST)	-
10.1.5 (MYCOLOGICAL TEST )	-
10.1.5, 10.1.5.1 (Table-1) (MYCOLOGICAL TEST )	-
10.1.5.2 (MYCOLOGICAL TEST )	-
Cl. 10.1.6 (Cl. 10.1.6 (Tensile Strength: Parallel to grain))	-
10.1.7 (Table-2) (STATIC BENDING STRENGTH)	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Average))	-
10.1.8 (Table-3) (WET BENDING STRENGTH)	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-
12, 12.1 (MARKING)	-
12, 12.2 (MARKING)	-
Cl. 10.1.6 (Cl. 10.1.6 (Tensile Strength: Perpendicular to grain))	-
Cl. 10.1.6 (Cl. 10.1.6 (Tensile Strength: Sum of the Tensile Strength in two directions))	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Average))	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Average))	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Average))	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-
cl. 10.1.2.1 (glue adhesion in dry state - glue shear strength - AVERAGE)	-
cl. 10.1.2.1 (glue adhesion in dry state - glue shear strength - WOOD FAILURE, Average)	-
cl. 10.1.3.1 (resistance to water test - glue shear strength - AVERAGE)	-
cl. 10.1.3.1 (resistance to water test - glue shear strength - WOOD FAILURE, Average)	-
cl. 10.1.5.1 (mycological test - glue shear strength - AVERAGE)	-
cl. 10.1.5.1 (mycological test - glue shear strength - WOOD FAILURE, Average)	-

Partial

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IS 15410 (2003)

Containers for packaging of natural mineral water and packaged drinking water - Specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
4.0 (chem) (MATERIAL)	-
4.6.2 (TRANSPARANCY)	-
Cl. 4.6.3 (Cl. 4.6.3 Vibration Leakage)	-
Cl. 4.6.3 (Cl. 4.6.3 Air Pressure Leakage)	-
Cl. 4.6.3 ( Cl. 4.6.3 Closure Leakage)	-
4.6.4 (DROP TEST)	-
Cl. 4.6.5 (Cl. 4.6.5 Migration )	-
4.6.6 (PORTABILITY TEST)	-
Cl. 4.6.3 (Cl. 4.6.3 Vibration Leakage)	-
Cl. 4.6.3 (Cl. 4.6.3 Air Pressure Leakage)	-
Cl. 4.6.5 (chem) (Cl. 4.6.5 Overall migration (Caps))	-
Cl. 4.6.5 (chem) (Cl. 4.6.5 Color migration (Caps))	-
Cl. 4.2 (Cl. 4.2 Design, Shape & Dimension)	-
Cl. 4.3.2 (Cl. 4.3.2 Finish & Appearance)	-
Cl. 4.4 (a) (Capacity)	-
Cl. 4.5 (Cl. 4.5 Wall Thickness (Top))	-
Cl. 4.5 (Cl. 4.5 Wall Thickness (Middle))	-
Cl. 4.5 (Cl. 4.5 Wall Thickness (Bottom))	-

Complete

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IS 14429 (1997)

Braille shorthand machine - Specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
4.1 (a) Length)	-
4.1 (b) Width)	-
4.1 (c) Height)	-
6.1 (i) The cover of the machine shall be detachable.)	-
6.2 (ii) The paper roll shall be 25.4 mm in width and 80 m in length suitable to accommodate 12 240 characters.)	-
6.3 (iii) The paper roll shall be able to be rewound smoothly.)	-
6.6 (vi) The unidirectional paper forwarding mechanism shall give perfectly equispaced dots. The maximum horizontal movement of the paper/stroke shall be 6.00 to 6.25 mm.)	-
6.9 (i) With cover)	-
6.9 (ii) Without cover)	-
7.1 (i) Operate the machine by pressing the keys. The Braille dots/cells so formed shall be uniform and of good quality. The dots/cells shall maintain the distance in longitudinal, lateral and diagonal directions as specified in Fig. 3 of IS 11279 : 1985 for standard size of dots/cells.)	-
6.4 (iv) The space between the cover and the base shall be adequate to carry the spool and a paper roll)	-
6.5 (v) A reading plate shall be provided with the machine to provide a firm base to read Braille shorthand notes.)	-
6.7 (vii) The pressure-depth correlation of all the keys shall be equal in height)	-
6.8 (viii) The machine shall be provided with suitable cushion pads, wherever necessary, to avoid vibration/ noise while operating the machine.)	-

Partial

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IS 16415 (2015)

Composite cement - Specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
7 and Table 3 i (Fineness IS 4031(Part 2))	-
7 and Table 3 ii a (Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-
7 and Table 3 ii b (Soundness, Autoclave expansion IS 4031(Part 3) )	-
7 and Table 3 iii a (Setting Time ( by Vicat Apparatus), Initial IS 4031(Part 5))	-
7 and Table 3 iii b (Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-
7 and Table 3 v (Drying shrinkage IS 4031(Part 10))	-
7 and Table 3 iv a (Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-
7 and Table 3 iv b (Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-
7 and Table 3 iv c (Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-

Partial

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IS 13714 (1993)

Dunnage pallets - Warehousing - Specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
4.1 (DIMENSIONS)	-
4.1 (DIMENSIONS)	-
5.1 Annex A (Timber)	-
5.1.2 (Timber)	-
5.1.2.1 (Objectionable knots)	-
6.1 , Fig. 1 (CONSTRUCTION)	-
6.1.1 (CONSTRUCTION)	-
6.1.2 (CONSTRUCTION)	-
7 (WORKMANSHIP AND FINISH)	-
10.1 (a) (MARKING)	-
10.1 (b) (MARKING)	-
10.1 (c) (MARKING)	-
5.2.1 (Nails)	-
5.2.1 (Nails)	-
5.2 (Nails)	-
5.1.2 (Timber)	-
5.1.2 (Timber)	-
5.1.2.1 (Objectionable knots)	-
4.1 (DIMENSIONS)	-

Partial

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IS 8229 (1986)

Specification for oil - Well cement (First Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
5.1 and Table 2 ii (Fineness IS : 4031:1988)	-
5.1 and Table 2 iii (Soundness, Autoclave expansion IS 4031:1988)	-

Partial

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IS 8043 (1991)

Specification for hydrophobic Portland cement

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6.1 (Fineness 4031 Part 2)	-
6.2 (Expansion by Le Chatelier- IS 269 & 4031 Part 3)	-
6.2 (Expansion after aeration - IS 269 & 4031 Part 3)	-
6.2 (Expansion by Autoclave- IS 269 & 4031 Part 3)	-
6.2 (Expansion after aeration- IS 269 & 4031 Part 3)	-
6.2 (Setting Time Initial- IS 269 & 4031 Part 5)	-
6.2 (Setting Time Final- IS 269 & 4031 Part 5)	-
6.3 a) (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-
6.3 b) (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-
6.3 c) (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-

Partial

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IS 8042 (2015)

White portland cement - Specification (Third Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6 -Table 2- i (Fineness 4031 Part 2)	-
6 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3)	-
6 -Table 2- ii- a (Expansion after aeration - 4031 Part 3)	-
6 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3)	-
6-Table 2- ii- b (Expansion after aeration- 4031 Part 3)	-
6 -Table 2- iii- a (Setting Time Initial- 4031 Part 5)	-
6 -Table 2-iii- b (Setting Time Final- 4031 Part 5)	-
6 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-
6 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-
6 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-

Partial

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IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

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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 24 hrs ± 30 minutes - IS 4031 Part 6)	-
6.4 b) (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-

Partial

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IS 6909 (1990)

Supersulphated cement ? specification

- View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6.1 (Fineness 4031 Part 2)	-
6.2 (Soundness (cold expansion) by Le Chatelier- 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)	-

Partial

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IS 1489 : Part 2 (2015)

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

- View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
7 -Table 2- i (Fineness 4031 Part 2)	-
7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3)	-
7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3)	-
7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3)	-
7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3)	-
7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5)	-
7 -Table 2-iii- b (Setting Time Final- 4031 Part 5)	-
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)	-
7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10)	-

Partial

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IS 723 (1972)

Specification for steel countersunk head wire nails (First Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
3 Table-1,2,3,4 (Dimensions & Tolerances-Shank Dia)	-
3 Table-1,2,3,4 (Dimensions & Tolerances-Head Diameter)	-
3 Table-1,2,3,4 (Dimensions & Tolerances-Length)	-
3 Table-1,2,3,4 (Dimensions & Tolerances-e)	-
3 Table-1,2,3,4 (Approximate no of nails /kg)	-
3.1 (Band of Shank)	-
3.2 (Eccentricity and ovality of centre of nails from axis of shank)	-
5 (General Requirment)	-
5 (General Requirment)	-
5 (General Requirment)	-
6 (Finish)	-
7.1 (Bend Test)	-

Partial

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IS 710 (2010)

Marine plywood - Specification (Second Revision)

- View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
11.1 (MARKING)	-
11.2 (MARKING)	-
7.1 (WORKMANSHIP AND FINISH )	-
7.2 (WORKMANSHIP AND FINISH )	-
7.3 (WORKMANSHIP AND FINISH )	-
7.5 (WORKMANSHIP AND FINISH )	-
6.1 (DIMENSIONS)	-
6.1 (DIMENSIONS)	-
6.2 (DIMENSIONS)	-
6.3 (DIMENSIONS)	-
6.3 (DIMENSIONS)	-
9.1.1 (MOISTURE CONTENT)	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average ))	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual))	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average))	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual))	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average))	-
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual))	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Parallel to grain))	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain))	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions))	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average))	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average))	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average))	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average))	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-
9.1.2 , 9.1.2.2 (Glue Adhesion in Dry State)	-
9.1.3 , 9.1.3.1.2 (Water resistance test)	-
9.1.5 , 9.1.3.1.2 (Mycological test)	-
cl.5.1 (manufacture - Veneers - moisture content)	-
cl.5.1.1 (manufacture - Veneers - Defects in Veneers)	-
cl.5.2.2 (Assembly - Thickness of Veneers)	-

Partial

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IS 459 (1992)

Corrugated and semi - Corrugated asbestos cement sheets - Specification (Third Revision)

- View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
5, Table 1 (Dimensions & Tolerances - Type of Sheet - cl. 5)	-
5, Table 1, Figure 1,2 (Dimensions & Tolerances - Depth of Corrugation, D - Cl. 5)	-
5, Table 1, Figure 1,2 (Dimensions & Tolerances - Pitch of Corrugation, P - Cl. 5)	-
5, Table 1, Figure 1,2 (Dimensions & Tolerances - Overall width, B - Cl. 5)	-
5, Table 1, Figure 1,2 (Dimensions & Tolerances - Effective Width, C - Cl. 5)	-
5, Table 1, Figure 1,2 (Dimensions & Tolerances - Nominal Thickness, T - Cl. 5)	-
5, Table 1, Figure 1,2 (Dimensions & Tolerances - Length of Sheet, A - Cl. 5)	-
7 (General Appearance and Finish - Cl. 7.1)	-
7 (General Appearance and Finish - Cl. 7.2)	-
12 (Marking - Indication of source of manufacture - Cl. 12)	-
12 (Marking - Year & Date of manufacture - Cl. 12)	-
12 (Marking - Pictorial warning signs as given in IS 12081 (Part 2) : 1987 - Cl. 12)	-

Partial

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IS 277 (2018)

Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 12 (Workmanship)	-
Cl 13 (Weight)	-
Cl. 8.1 (Cl. 8.1 (Tensile Strength))	-
Cl. 8.1 (Cl. 8.1 (Yield Stress))	-
Cl. 8.1 (Cl. 8.1 (Percentage Elongation ))	-
Cl.12 (Freedom from defects)	-
Cl. 14 (Cl. 14 & Cl 15 (Length))	-
Cl. 14 (Cl. 14 & Cl 15 (Width))	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl. 15 (Thickness))	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Difference between Diagonal))	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Number of Corrugation))	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Depth of Corrugation))	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Pitch of Corrugation))	-
Cl. 17 (Marking )	-

Partial

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IS 2098 (1997)

Asbestos cement building boards - Specification (First Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
8.3 Table 1 & 7.1 (TESTS-Measurement of Thickness )	-
8.4 (TESTS-Water Absorption Test )	-
11 (MARKING-Each board shall be stamped or marked by any suitable method on non weathering side with the following information: )	-
Cl. 7.1 Table -1 (Cl. 7.1 ,Table-1 (Length))	-
Cl. 7.1 Table -1 (Cl. 7.1 , Table-1 (Width))	-
Cl. 7.2 Table -1 (Cl. 7.1 , Table-1 (Thickness))	-
Cl.6 (General apperance and finish)	-
Cl. 8.2 (Cl. 8.2 ,Tests-Load Bearing Capacity test, Class A/B/C ,Average Load)	-
Cl. 8.2 (Cl. 8.2 ,Tests-Load Bearing Capacity test, Class-A/B/C , Individual Load )	-

Partial

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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

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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

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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)	-

Partial

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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)	-

Partial

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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)	-

Partial

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IS 455 (2015)

Portland slag cement - Specification

- View breakup
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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) )	-

Partial

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IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

- View breakup
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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)	-

Partial

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Bureau of Indian Standards

The National Standards Body of India

BIS, Guwahati Branch Office Laboratory (GBOL)

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

- [email protected]

Scope List