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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33 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

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
5.1 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-
5.1 - Table - 1 ii (Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-
5.1 - Table - 1 iii (Insoluble residue - Cl 4.10 of IS 4032:1985)	-
5.1 - Table - 1 iv (Magnesia - Cl 4.8 of IS 4032:1985)	-
5.1 - Table - 1 v (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-
5.1 - Table - 1 vi (Total loss on ignition - Cl 4.2 of IS 4032:1985)	-
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)	-
5.1 - Table - 1 iv (Magnesia - Cl 4.8 of IS 4032:1985)	-

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Disabled

IS 6909 (1990)

Supersulphated cement ? specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
5.1 (Insoluble residue - Cl 4.10 of IS 4032:1985)	-
5.1 (Magnesium Oxide - Cl 4.8 of IS 4032:1985)	-
5.1 (Sulphuric anhydride - Cl 4.9 of IS 4032:1985)	-
5.1 (Sulphide sulphur - Cl 6.12 of IS 4032:1985)	-
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)	-
5.1 (Insoluble residue - Cl 4.10 of IS 4032:1985)	-
5.1 (Chloride content)	-

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Disabled

IS 12330 (1988)

Specificatioon for sulphate resisting Portland cement

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	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)	-
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)	-
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)	-

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1. Except Sulphate expansion & Optional test 2. Disable

IS 12600 (1989)

Portland cement, low heat - specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
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)	-
5.2 (Lime after deduction of that necessary to combine with Sulphuric anhydride - Cl 4 of IS 4032:1985)	-
5.1 - Table - 1 note 2 (Alkali content as Na2O - Cl 4.11 of IS 4032:1985)	-
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)	-
6.3 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)	-
6.2.1.1 (Expansion after aeration- 4031 Part 3)	-

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1. Except heat of hydration test & Optional test 2. Disable

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl-7.1 (Dimensions -length)	-
Cl-7.2 (Thickness)	-
Cl-7.3 (Squareness)	-
Cl-8.1, 8.2 (Workmanship and finish)	-
Cl-10.3 (Moisture Content)	-
Cl-10.4.1 (Glue Adhesion in Dry State - Glue Shear Strength)	-
Cl-10.4.2 (Glue Adhesion in Dry State - Adhesion of Plies)	-
Cl-10.5, 10.5.1 (Resistance to Water Test)	-
Cl-10.5.1.1 (Water Resistance Test-Glue shear strength)	-
Cl-10.5.1.2 (Water Resistance Test-Adhesion of plies)	-
Cl-10.5.2 (Water Resistance Test (Alternate method))	-
Cl-10.6 (Water resistance test (Concrete shuttering Plywood))	-
Cl-10.7.1, Table-2 (Mycological Test- Glue shear strengt)	-
Cl-10.7.2 (Mycological Test- Adhesion of plies)	-
Cl-10.8 (Tensile Strength)	-
Cl-10.9, Table-3 (i) (Along (parallel to the grain direction of the face veneer))	-
Cl-10.9, Table-3 (ii) (Across (perpendicular to the grain direction of the face veneer))	-
Cl-10.10, Table-4 (i) a (Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-
Cl-10.10, Table-4 (i) b (Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-
Cl-10.11 (Retention of Preservative)	-
Cl-10.12 (Formaldehyde Content Test)	-
Cl-10.8 (b) (Tensile strength)	-
Cl-10.8 (c) (Tensile strengths in both directions)	-

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IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl-5.3 (Treatment)	-
Cl-5.4 (Moisture Content)	-
Cl-6.1 (Dimensions (length))	-
Cl-6.2 (Thickness)	-
Cl-6.3 (Squareness)	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6 (Workmanship and finish)	-
Cl-9.3 (Moisture Content)	-
Cl-9.4.2 (Glue Adhesion in Dry State- Adhesion of Plies)	-
Cl-9.4.1 (Glue Adhesion in Dry State- Glue Shear Strength -Average)	-
Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-
Cl-9.5.1.2 (Water Resistance Test-Adhesion of plies)	-
Cl-9.5.2 (Water Resistance Test)	-
Cl-9.6 (Tensile Strength-Along the grain)	-
Cl-9.7 (Mycological Test -Adhesion)	-
Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-
Cl-9.9, Table-3 (i) a (Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-
Cl-9.9, Table-3 (i) b (Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-
Cl-9.10 (Retention of Preservative)	-
Cl-9.11 (Formaldehyde Content Test)	-
Cl-9.4.2 (Adhesion of Plies)	-
Cl-4.1 (Timber)	-
Cl-4.2 (Adhesive)	-
Cl-5.1 (Veneers)	-
Cl-5.2.1 (Glueing)	-
Cl -5.2.2 (Thickness of Veneers)	-
Cl - 5.2.3.1 (Joint in Veneers)	-
Cl - 5.2.3.2 (Edge joints)	-
Cl - 5.2.3.3 (End joints)	-
Cl - 5.2.3.4 (Scarf joints)	-
Cl - 5.2.4 (Grain Direction)	-
5.1.1 (Defects in veneers)	-
Cl-9.12 (Steady-State Formaldehyde Emission Test)	-
Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-
Cl-9.4.1 (Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual)	-
Cl-9.5.1.1 (Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual)	-
Cl-9.6 (Tensile Strength-Across the grain)	-
Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-
Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-
Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-
Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-
Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-
Cl-9.8, Table-2 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-
Cl-9.7 (Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual)	-
Cl-9.7 (Glue Adhesion in Mycological test - Glue Shear Strength -Average)	-
Cl-9.8, Table-2 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-

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IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

MR/BWR/BWP

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl-8.1 (Dimensions -length)	-
Cl-8.2 (Thickness of the plywood boards)	-
Cl-8.3 (Squareness)	-
Cl-11.3.1, 11.3.1.1 (Water Resistance Test)	-
Cl-11.3.2 (Mycological Test)	-
Cl-11.4 (Moisture Content)	-
Cl-11.5, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-
Cl-11.5, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-
Cl-9 (WORKMANSHIP AND FINISH)	-
Cl-7.2.4 (Scarf Joints)	-
Cl-11.6 (Formaldehyde Content Test)	-
Cl-5.1 (Classification by appearance)	-
Cl-5.2, Table- 1 (i) (Blister)	-
Cl-5.2, Table- 1 (ii) (Checks)	-
Cl-5.2, Table- 1 (iii) (Discolouration)	-
Cl-5.2, Table- 1 (iv) (Dote)	-
Cl-5.2, Table- 1 (v) (Insect hole)	-
Cl-5.2, Table- 1 (vi) (Joints)	-
Cl-5.2, Table- 1 (vii) (Knots (dead))	-
Cl-5.2, Table- 1 (viii) (Pin knots (dead))	-
Cl-5.2, Table- 1 (ix) (Pin knots (live))	-
Cl-5.2, Table- 1 (xi) (Patches)	-
Cl-5.2, Table- 1 (x) (Knots (tight))	-
Cl-5.2, Table- 1 (xi) (Patches)	-
Cl-5.2, Table- 1 (xii) (Splits)	-
Cl-5.2, Table- 1 (xiii) (Swirl)	-
Cl-5.2, Table-2 (Maximum Number of Categories of Permissible Defects, per m2)	-
Cl-7.2.1 (Thickness of veneers)	-
Cl-11.6 (Formaldehyde Content Test)	-
Cl-11.7 (Steady-State Formaldehyde Emission Test)	-
Cl-11.5, Table-4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-
Cl-11.5, Table-4, (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-
Cl-11.5, Table-4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-
Cl-11.5, Table-4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-
Cl-11.5, Table-4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-
Cl-11.5, Table-4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-

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IS 459 (1992)

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

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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)	-
6.1 (Load Bearing Capacity Test - Cl. 6.1, IS 5913)	-
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)	-
6.2 (Impermeability)	-

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Disabled

IS 723 (2023)

Steel Countersunk Head Wire Nails ï¿½ Specification ( Second Revision )

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
4.1 (Dimensions & tolerances (Except 120° angle))	-
4.2 (Bend of shank)	-
6 (Finish)	-
7 (Bend test)	-

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IS 17803 (2022)

POTABLE WATER BOTTLES (COPPER, STAINLESS STEEL, ALUMINIUM) SPECIFICATION

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
7.2 (Capacity)	-
7.3, 7.3.1, 7.3.2 (Impact resistance Test/ Drop Impact Test/ Pendulum Impact test)	-
7.8 (Staining test)	-
7.11 (Load test)	-
7.4 (Test for strength of shoulder strap)	-
7.5 (Test for cord)	-
7.7 (Leakage test)	-
9.1 (Marking)	-
7.13 (pH value)	-
7.13 (Turbidity)	-
7.13 (Odour)	-
7.13 (Taste threshold)	-
5 (Manufacture and Workmanship)	-
7.13 (Taste threshold)	-
7.13 (Total dissolved solids)	-
7.13 (Odour)	-
7.10 (Stability test)	-
7.13 (Colour, Hazen units)	-

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IS 10701 (2012)

Structural plywood - Specification (First Revision)

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
11.3 (Glue Shear strength in dry state)	-
11.4.1 (Resistance to Water)	-
11.4.2 (Resistance to Water)	-
11.5 (Resistance to Micro-organisms)	-
11.6 (Tensile Strength)	-
11.8 (Wet Bending Strength)	-
Clause 11.2 (Moisture content)	-

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IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

GRADE 1 AND 2

Rs 5100.00 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
3.1 (Shape)	-
3.2 & 8.2 (Indivisual Height)	-
3.2 & 8.2 (Indivisual Width)	-
3.2 & 8.2 (Indivisual Length)	-
3.3 (Faces & Arises)	-
7 (SURI'ACE TUTUU AND FINISH)	-
8.1.1 (General (Exposed wall construction))	-
8 (Physical requirments)	-
8.3 (Physical requirments- Block density)	-
8.4 (Physical requirments- Compressive strength)	-
8.6 ( Drying Shrinkage )	-
8.5 (Thermal Conductivity)	-
8.4, 9.2 & 11.3 (Indivisual Moisture Content)	-
8.4, 9.2 & 11.3 & Table 1 (Indivisual Compressive strength)	-
15 (Marking)	-

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IS 2202 : Part 1 (2023)

WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
9.1 (Workmanship & Finish)	-
9.2 (Workmanship & Finish)	-
9.3 (Workmanship & Finish)	-
11.1 (Dimensions - Height)	-
11.1 (Dimensions - Width)	-
11.1 (Dimensions - Thickness)	-
11.1 (Dimensions - Variation in thickness)	-
11.1 (Dimensions - Squareness)	-
11.12 (End immersion test)	-
11.13 (Knife Test)	-
11.14 (Glue Adhesion Test)	-

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IS 5509 (2021)

Fire Retardant Plywood - Specification ( Third Revision )

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
8.3 (Table 1) (b) 6 mm and above)	-
8.1 (Dimensions)	-
8.2 (Thickness)	-
8.3, Taable-1 (i) (Tolerance- Length)	-
9 (WORKMANSHIP AND FINISH)	-
12.1 Table - 2 (i) (Moisture content, percent, Max)	-
12.2 (Other Tests)	-
14 (Marking)	-
4.2 (Flame retardant and preservative treatment)	-

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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)	-

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Disabled

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)	-

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Disabled

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)	-

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Disabled

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

Rs 11950/- View breakup
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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)	-
10.1.9(Chem) (RETENTION OF PRESERVATIVE)	-

-
-

IS 15410 (2003)

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

- View breakup
-

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))	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (i) (Barium)	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (ii) (Cobalt)	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (iii) (Copper)	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (iv) (Iron)	-
Cl.4.6.7.2 and 4.6.7.3, Table 3, (v) (Lithium)	-
CL 4.6.7.2 and 4.6.7.3, Table 3 (vi) (Manganese)	-
CL 4.6.7.2 and 4.6.7.3, Table 3 (vii) (Zinc)	-
CL 4.6.7.2 and 4.6.7.3, Table 3 (viii) (Antimony)	-
CL 4.6.7.2 and 4.6.7.3, Table 3 (ix) (Phthalic acid, bis(2-ethylhexyl) ester (DEHP))	-

-
-

IS 16415 (2015)

Composite cement - Specification

Rs.9150/- View breakup
-

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))	-
6 -Table - 2 i (Insoluble residue - Cl 4.10 of IS 4032:1985)	-
6 -Table - 2 ii (Magnesia - Cl 4.8 of IS 4032:1985)	-
6 -Table - 2 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-
6 -Table - 2 iv (Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-
6 -Table - 2 v (Loss on ignition - Cl 4.2 of IS 4032:1985)	-
6 -Table - 2 vi (Chloride content - Cl 4.13 of IS 4032:1985)	-
Cl. 6.1,Table 2 (Alkali content)	-

-
Except Transverse Strength Test (Optional)

IS 1489 : Part 2 (2015)

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

Rs.8420/- View breakup
-

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)	-
6 - Table - 1 i (Insoluble residue - Cl 7.4 of IS 4032:1985)	-
6 - Table - 1 ii (Magnesia - Cl 7.2 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 iv (Loss on ignition - Cl 7.1 of IS 4032:1985)	-
6 - Table - 1 v (Chloride content - Cl 4.13 of IS 4032:1985)	-
6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-

-
Except Transverse Strength Test (Optional)

IS 710 (2010)

Marine plywood - Specification (Second Revision)

Rs 11200/- View breakup
-

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)	-
9.1.8 (Retention of preservative)	-

-
-

IS 277 (2018)

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

- View breakup
-

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 )	-
Cl 10 (Galvanising Test)	-
7.4 (Mass of Coating: Single Spot Test)	-
7.4 (Mass of Coating: Triple Spot Test)	-
7.1 & 10.2 (Mass of Coating: Triple Spot Test)	-
7.1 & 10.2 (Mass of Coating: Single Spot Test)	-

-
-

IS 2098 (1997)

Asbestos cement building boards - Specification (First Revision)

Rs 2350/- View breakup
Excluding Load Bearing Capacity Test. Rs. 980 for Load Bearing Capacity Test.

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 )	-

-
-

IS 1626 : Part 3 (1994)

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

Rs.3300.00 View breakup
-

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 )	-

-
-

IS 1328 (1996)

Veneered Decorative Plywood -Specification

- View breakup
Rs. 5550/- for MR. Grade & material testing charges as per relevant referred ISs Rs. 6720/- for BWR Grade & material testing charges as per relevant referred Iss

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])	-

-
-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

- View breakup
-

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)	-
6.1 Table-2 viii (Alkali content)	-

-
-

IS 455 (2015)

Portland slag cement - Specification

- View breakup
-

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)	-
6 - Table - 1 vii ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-

-
-

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

- View breakup
-

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)	-
6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-

-
Transverse Strength Test (Optional)

IS 303 (1989)

Plywood for General Purposes -

BWR/MR

Rs 4000/- /BWR Grade, Rs.4900/- for MR Grade View breakup
-

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)	-

-
-

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