BIS - LIMS (Laboratory Information Management System)

BIS, Patna Branch Office Laboratory (PBOL)

Bureau of Indian Standards, Patliputra Industrial Estate, Patna - 800013, Patna, Patna, Bihar, 800013

9955998957 [email protected]

Scope List

Reset

85 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 1759 (1986)

Specification for powrahs (Second Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.1 (Shapes)	-
2.1 (Dimensions of Powrah-A)	-
2.1 (Dimensions of Powrah-B)	-
2.1 (Dimensions of Powrah-C)	-
2.1 (Dimensions of Powrah-D)	-
2.1 (Dimensions of Powrah-E)	-
2.1 (Dimensions of Powrah-F)	-
2.1 (Dimensions of Powrah-G)	-
2 Fig 11 (Dimensions of Eye-H)	-
2 Fig 11 (Dimensions of Eye-J)	-
2 Fig 11 (Dimensions of Eye-K)	-
2 Fig 11 (Dimensions of Eye-L)	-
2 Fig 11 (Dimensions of Eye-M)	-
2.3 (Blade thickness)	-
4 (Mass)	-
5.2 (Hardness)	-
6.1 (Workmanship & Finish)	-
6.1 (Workmanship & Finish)	-
6.1 (Workmanship & Finish)	-
6.1 (Workmanship & Finish)	-
6.2 (Workmanship & Finish)	-
7.1 (Preservative Treatment)	-
7.2 (Preservative Treatment)	-
10.1 (Drop test)	-

Partial

-
-

IS 278 (2009)

Galvanized steel barbed wire for fencing - Specification (Fourth Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
4 (Type A/Type B)	-
5 Table-1 (Sizes Diameter of Line wire)	-
5 Table-1 (Sizes Diamater of Point wire)	-
5 Table-1 (Sizes Mass of Completed barbed wire)	-
5 Table-1 (Sizes Distance between two barbs)	-
5 Table-1 (Sizes No. of Lays between the two consequtive barbs)	-
7.1 (Manufacture)	-
7.2 (Manufacture)	-
7.2 (Manufacture)	-
7.3 (Manufacture)	-
8 (CHROMATING)	-
9.1 (Freedom from defects)	-
9.2 (Freedom from defects)	-
9.2 (Freedom from defects)	-
9.2 (Freedom from defects)	-
12.1 (Tensile Strength)	-
12.1 (Breaking load)	-
12.2.1 (Mass of zinc coating (line wire))	-
12.2.2 (Mass of zinc coating (point wire))	-
12.2 (Uniformity of zinc coating)	-

Partial

-
-

IS 1239 : Part 1 (2004)

Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 10.1 (Manufacturing )	-
Cl 10.1.1 (Manufacturing )	-
7, 6.1.1 (CARBON)	-
7, 6.1.1 (SULPHUR)	-
7, 6.1.1 (PHOSPHURS)	-
7, 6.1.1 (MANGANESE)	-
12 AND AS PER IS 4736 (UNIFORMITY OF ZINC COATING)	-
12 AND AS PER IS 4736 (MASS OF ZINC COATING)	-
Cl. 14.1 (Tensile Strength)	-
Clause 14.1.1 (Elongation Percent)	-
Cl. 14.2 (Bend Test (uto and including 50 mm NB))	-
Cl. 14.3 (Flattening test (Over 50 mm NB))	-
Cl. 15 (Workmanship)	-
Cl. 8 Table 3,4 & 5 (Outside Diameter)	-
Cl. 8, 9 Table 3,4 & 5 (Thickness)	-
Cl. 8, 9 Table 3,4 & 5 (Mass of Tube)	-
Cl. 6.5 (Height of Internal Fin)	-
Cl. 3.3, 10.2 (Plain End)	-
Clause 8.1 (Table3,4,5) (Nominal Bore)	-
Clause 11.1 (Random Length)	-
Clause 11.2 (Exact Length)	-
Clause 11.3 (Approximate Length)	-

Partial

-
-

IS 7887 (1992)

Mild steel wire rod for general engineering purposes - Specification (First Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 8 (Workmanship)	-
Cl 9 (Nominal Diameter & Out Of Shape)	-
6.1 (Carbon %)	-
6.1 (Manganese %)	-
6.1 (Phosphorus %)	-
6.1 (Sulphur %)	-
6.1 (Silicon %)	-

Partial

-
-

IS 710 (2010)

Marine plywood - Specification (Second Revision)

- 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)	-
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 (Mycological test)	-
9.1.5 , 9.1.3.1.2 (Mycological test)	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions))	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain))	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Parallel to grain))	-
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. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across 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: Along 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 Elasticity: Across 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: Along the Face Grain: Minimum Individual))	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along 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))	-
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: Along 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 Elasticity: Across 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: Along 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))	-
9.1.8 (Retention of preservative)	-

Partial

-
-

IS 2830 (2012)

Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6.1 (Carbon %)	-
6.1 (Manganese %)	-
6.1 (Phosphorus %)	-
6.1 (Sulphur %)	-
6.1 ( Nitrogen%)	-
6.1 (Silicon %)	-

Partial

-
-

IS 8035 (1999)

Handpump - Shallow well - Specification (First Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6.1 (Visual Tests)	-
6.2 (Dimensional and Other Tests)	-
6.3.1 (Routine Test)	-
6.3.2 (Routine Test)	-
6.3.3 (Routine Test)	-
6.2.2 (Dimensional and Other Tests)	-
6.2.3 (Dimensional and Other Tests)	-
6.2.4 (Dimensional and Other Tests)	-
6.2.5 (Dimensional and Other Tests)	-
6.2.6 (Dimensional and Other Tests)	-
6.2.7 (Dimensional and Other Tests)	-
6.2.8 (Dimensional and Other Tests)	-
6.2.9 (Dimensional and Other Tests)	-
6.2.10 (Dimensional and Other Tests)	-
6.2.11 (Dimensional and Other Tests)	-
6.2.12 (Dimensional and Other Tests)	-

Partial

-
-

IS 1341 (2018)

Steel Butt Hinges - Specification (Sixth Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
3 Tables 2 to 9 (Types)	-
5.1 Tables 2 to 9 (2) (Size of Hinge)	-
5.1 Tables 2 to 9 (3) (Length A)	-
5.1 Tables 2 to 9 (4) (Breadth B)	-
5.1 Tables 2 to 9 (4) (Breadth B1)	-
5.1 Tables 2 to 9 (4) (Breadth B2)	-
5.1 Tables 2 to 9 (5) (Thickness of Flap C)	-
5.1 Tables 2 to 9 (6) (Diameter of Hinge Pin D)	-
5.1 Tables 2 to 9 (7) (Number of Knuckles)	-
5.1 Tables 2 to 9 (8) (Number of Screw Holes)	-
5.1 Tables 2 to 9 (9) (Holes for Screw No.)	-
6.1 (General)	-
6.1 (General)	-
6.2.1 (Knuckles)	-
6.3 (Pins)	-
6.4 (Screw Holes)	-
6.4.2 (Position of Holes)	-
6.4.2 (X)	-
6.4.2 (Y)	-
6.4.2 (Z)	-
6.4.2.1 (Position of Holes)	-
7 (Finish)	-
TABLE-1 (Clause-4) ( CARBON)	-
TABLE-1 (Clause-4) (SULPHUR)	-
TABLE-1 (Clause-4) (PHOSPHURS)	-
TABLE-1 (Clause-4) (MANGANESE)	-

Partial

-
-

IS 1328 (1996)

Veneered Decorative Plywood -Specification

- View breakup
-

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 12330 (1988)

Specificatioon for sulphate resisting Portland cement

- View breakup
-

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)	-

Partial

-
-

IS 10228 (1982)

Specification for school bag

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
3.1 ( Dimensions-A)	-
3.1 (Dimensions-B)	-
3.1 (Dimensions-B1)	-
3.1 (Dimensions-C1)	-
3.1 (Dimensions-C2)	-
3.1 (Dimensions-C3)	-
3.1 (Dimensions-D)	-
3.1 (Dimensions-E)	-
3.1 (Dimensions-F)	-
3.1 (Dimensions-G)	-
3.1 (Dimensions-H)	-
3.1 (Dimensions-J)	-
3.1 (Dimensions-K)	-
3.1.1 (The length of back strap)	-
3.1.2 (The length of side strap)	-
5.1 (Manufacture, Workmanship & Finish)	-
5.2 (Manufacture, Workmanship & Finish)	-
5.3 (Manufacture, Workmanship & Finish)	-
5.4 (Manufacture, Workmanship & Finish)	-
5.5 (Manufacture, Workmanship & Finish)	-
5.6 (Manufacture, Workmanship & Finish)	-
7.1 ( Drop Test)	-
7.2 (Handle snatch test)	-

Partial

-
-

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 7 (Workmanship)	-
Cl 13 (Workmanship)	-
8 AND AS PER IS 4736 (UNIFORMITY OF ZINC COATING)	-
8 AND AS PER IS 4736 (MASS OF ZINC COATING)	-
5 AND AS PER IS 10748 (CARBON EQUIVALENT)	-
5 AND AS PER IS 10748 (CARBON)	-
Clause - 5.1, Table-3 (SILICON)	-
Clause - 5.1, Table-3 (NITROGEN)	-
Clause - 5.1, Table-3 (MANGANESE)	-
Clause - 5.1, Table-3 (PHOSPHURS)	-
Clause - 5.1, Table-3 (SULPHUR)	-
Clause - 5.1, Table-3 ( CARBON)	-
9 (Straightness)	-
10 (Lengths)	-
Clause 11.2, Table -2 (Elongation)	-
Clause 11.2, Table -2 (Yield Strength)	-
Cl 11.3.1 (Flattening test (over 50 mm NB))	-
Cl 11.3.1 (Cold bend test (upto & including 50 mm NB))	-
Cl. 6 , 6.2 Table 1 (Thickness)	-
Cl. 6 , 6.2 Table 1 (Weight)	-
Cl 11 (Tensile Test, Flattening Test & Cold Bend Test)	-
Cl 6 (Outer Diameter, Thickness & Mass)	-

Partial

-
-

IS 13801 (2013)

Chequered Cement Concrete Tiles -

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 12.4 (Water absorption)	-
Cl 11 (Finish)	-
Cl 12.2 (Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-
Cl 12.3 (Shall not exceed 1 percent of the length of the edge.)	-
(Cl 7, 8 &9) (Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-

Partial

-
-

IS 13592 (2013)

Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl.5 (Surface colour of the pipes shall be dark shade of grey)	-
Cl.7.1 (Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-
Cl.7.1 ( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-
Cl.7.1 ( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-
Cl.7.2 (Pipes shall be supplied in nominal lengths of 2, 3, 4 or 6 metres either plain or with socket for solvent cementing/grooved socket. Tolerances on specified length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent cementing/grooved socket shall be as given in Fig. 1.)	-
Cl.7.3.1 (Minimum wall thickness of socket on pipes shall be as given in Table 2 read with Fig. 2 and Fig. 3.)	-
Cl.7.3.2 (Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-
Cl.8.1 (The internal and external surface of the pipes shall be smooth and clean, and free from grooving and other defects. The end shall be clearly cut and shall be square with the axis of the pipe. The end may be chamfered on the plain side.)	-
Cl.8.2 (When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-
Cl8.3 (This test shall be carried out for socket end pipes only. When tested by the method described in IS 12235 (Part 6), the test specimens shall not show blisters, excessive delamination or cracking or signs of weld line splitting.)	-
Cl.10.2 (When determined in accordance with the method described in IS 12235 (Part 13), the tensile strength at break shall not be less than 45 MPa.)	-
Cl.10.3 (The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-

Partial

-
-

IS 398 : Part 2 (1996)

Aluminium conductors for overhead transmission purposes - Specification: Part 2 aluminium conuuctors, galvanized steel - Reinforced (Third Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
8.1.1 & 13.2 Table-1 (mech) (Diameter of Aluminium Wires Before Stranding)	-
8.1.1 & 13.2 Table 2 (mech) (Diameter of Steel Wires Before Stranding)	-
8.1.1 & 13.2 Table-1 (mech) (Diameter of Aluminium Wires After Stranding)	-
8.1.1 & 13.2 Table 2 (mech) (Diameter of Steel Wires After Stranding)	-
13.3 Table 1 (mech) (Breaking Load of Aluminium Wires Before Stranding)	-
13.3 Table 2 (mech) (Breaking Load of Steel Wires Before Stranding)	-
13.3 Table 1 (mech) (Breaking Load of Aluminium Wires After Stranding)	-
13.3 Table 2 (mech) (Breaking Load of Steel Wires After Stranding)	-
13.4.1 (mech) (Ductility by Torsion Test before stranding)	-
13.4.1 (mech) (Ductility by Torsion Test after stranding)	-
13.5.1 (mech) (Wrapping Test Aluminium Wires Before Stranding)	-
13.5.1 (mech) (Wrapping Test Aluminium Wires After Stranding)	-
13.5.2 (mech) (Wrapping Test Galvanized Steel Wires Before Stranding)	-
13.5.2 (mech) (Wrapping Test Galvanized Steel Wires After Stranding)	-
13.7.2 (chem) (Mass of Zinc coating)	-
13.7.2 (chem) (Uniformity of Zinc coating)	-
13.8 Table-4 (mech) (Lay Ratio- Aluminium Wire Outermost Layer)	-
13.8 Table-4 (mech) (Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer)	-
13.8 Table-4 (mech) (Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers)	-
13.8 Table-4 (mech) (Lay Ratio- Steel Core (6 Wire Layer))	-
10 (mech) (Stranding)	-

Partial

-
-

IS 2062 (2011)

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

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 7 (Workmanship)	-
Clause - 5, 8.1 & 8.2 (E250, CARBON)	-
Clause - 5, 8.1 & 8.2 (E250, SULPHUR)	-
Clause - 5, 8.1 & 8.2 (E250, PHOSPHURS)	-
Clause - 5, 8.1 & 8.2 (E250 ,MANGANESE)	-
Clause - 5, 8.1 & 8.2 (E250, NITROGEN)	-
Clause - 5, 8.1 & 8.2 (E250, SILICON)	-
Clause - 5, 8.1 & 8.2 (E250, CARBON +EQUIVELENT )	-
Cl. 10.3 (Cl. 10.3 (Tensile Strength))	-
Cl. 10.3 (Cl. 10.3 (Yield Stress))	-
Cl. 10.3 (Cl. 10.3 (Elongation %))	-
Cl 18 (Weight)	-
Cl 15 (Length, Width & Thickness)	-
Cl 11.3 (Press)	-

Partial

-
-

IS 1786 (2008)

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

- View breakup
-

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

Partial

-
-

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- vi (Drying Shrinkage- IS 4031 Part 10)	-
7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 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- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-
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 by Autoclave- 4031 Part 3)	-
7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3)	-
7 -Table 2- i (Fineness 4031 Part 2)	-
6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-
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)	-
7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3)	-
7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3)	-
7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3)	-

Complete

-
-

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
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 - MINIMUM INDIVIDUAL - Annexure K)	-
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)	-
9.2.4 (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)	-
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])	-
9.2.6 (mechanical) (Spot test - Annexure L)	-

Complete

-
-

IS 303 (1989)

Plywood for General Purposes -

- 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)	-
9 (Workmanship and Finish - Cl.9, 8.3, Annexure C)	-
9 (Workmanship and Finish - Cl.9, 8.3, Annexure C)	-
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)	-

Partial

-
-

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 iv c (Compressive Strength At 672 hrs ± 4 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 a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-
7 Table-3 iii b (Setting Time Final)	-
7 Table-3 iii a (Setting Time Initial)	-
7 Table-3 ii b (Expansion by Autoclave)	-
7 Table-3 ii a (Expansion by Le Chatelier)	-
7 Table-3 i. (Fineness)	-
6.1 Table-2 viii (Alkali content)	-
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)	-
7 Table-3 ii b (Expansion after aeration)	-
7 Table-3 ii a (Expansion after aeration)	-
6.1 Table-2 ii. (Ratio of percentage of alumina to that of iron oxide)	-
6 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-

Partial

-
-

IS 455 (2015)

Portland slag cement - Specification

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
7 Table 1 iv c (Compretsive Strenqth 672 ± 4 hr IS 4031(Part 6))	-
7 Table 1 iv b (Compretsive Strenqth 168 ± 2 hr IS 4031(Part 6))	-
7 Table 1 iv a (Compretsive Strenqth .72 ± 1 hr IS 4031(Part 6))	-
7 Table 1 iii b (Setting Time ( by Vicat Apparatus ), Final IS 4031(Part 5))	-
7 Table 1 iii a (Setting Time ( by Vicat Apparatus ),Initial IS 4031(Part 5))	-
7 Table 1 ii b (Soundness, Autoclave expansion IS 4031(Part 3) )	-
7 Table 1 ii a (Soundness, Le-Chate1ier expansion IS 4031(Part 3) )	-
7 Table 1 i (Fineness IS 4031(Part 2))	-
6 - Table - 1 vii ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-
6 - Table - 1 vi (Chloride content - Cl 4.13 of IS 4032:1985)	-
6 - Table - 1 v (Loss on ignition - Cl 6.2 of IS 4032:1985)	-
6 - Table - 1 iv (Sulphide sulphur (S) - Cl 6.12 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 ii (Magnesia - Cl 6.8 of IS 4032:1985)	-
6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985)	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Expansion after aeration ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Expansion after aeration ))	-

Partial

-
-

IS 2202 : Part 1 (1999)

Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
11.1 (Thickness - IS 4020 (Pt-2))	-
11.13 (Knife Test - IS 4020(Pt-14))	-
11.14 (Glue Adhesion Test - IS 4020(Pt-15))	-
11.1 (Width- IS 4020 (Pt-2))	-
11.1 (Height - IS 4020 (Pt-2))	-
11.1 (Variation in thickness - IS 4020 (Pt-2))	-
9.1 (Workmanship & finish - IS 2202(Pt-1))	-
9.2 (Workmanship & finish - IS 2202(Pt-1))	-
9.3 (Workmanship & finish - IS 2202(Pt-1))	-
11.1 ( Squareness Test - IS 4020 (Pt-2))	-
11.11 (Maximum departure from the general planeness - IS 4020(Pt-12))	-

Partial

-
-

IS 15658 (2006)

Precast concrete blocks for paving - Specification

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6.1.2 (Physical requirement)	-
6.2.1 & 7.1 (VISUAL INSPECTION)	-
B-1.3.1 (MEAN INDIVIDUAL WIDTH (of all eight test specimens), W)	-
B-5 (AVERAGE WIDTH (Average for eight test specimens), W)	-
B-1.3.1 (MEAN INDIVIDUAL LENGTH (of all eight test specimens), L)	-
B-5 (AVERAGE LENGTH (Average for eight test specimens), L)	-
Table 1 (MINIMUM PAVER BLOCK THICKNESS)	-
B-1.3.2 (MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T)	-
B-5 (AVERAGE THICKNESS (Average for eight test specimens), T)	-
B-1.3.3 (INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens))	-
B-5 (AVERAGE ASPECT RATIO (L/T) (for eight test specimens))	-
B-2.3 (INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens))	-
B-5 (AVERAGE ARRIS/CHAMFER (for eight test specimens))	-
B- 4.3 (MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) )	-
B-5 (AVERAGE SQUARENESS (for eight test specimens))	-
6.2.4 (WATER ABSORPTION TEST (Average for three test specimens))	-

Partial

-
-

IS 12818 (2010)

Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision)

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
9.5 (Tensile Strength IS 12235(Part 13))	-
9.2 (Internal Diameter)	-
9.3 (Density IS 12235 (Part 14))	-
9.1 ( Visual Appearance)	-
5 (COLOUR)	-
7.2 and Table 5, 6 & 7 Fig 1B (Wall thickness, Max)	-
7.2 and Table 5, 6 & 7 Fig 1B (Wall thickness, Min)	-
7.2 and Table 5, 6 & 7 Fig 1B (Mean Outer Diameter over Connection)	-
7.2 and Table 5, 6 & 7 Fig 1B (Outer Diameter at any point, Max)	-
7.2 and Table 5, 6 & 7 Fig 1B (Outer Diameter at any point , Min)	-
7.2 and Table 5, 6 & 7 Fig 1B (Mean Outer Diameter of Pipe , Max)	-
7.2 and Table 5, 6 & 7 Fig 1B (Mean Outer Diameter of Pipe, Min)	-
7.2 and Table 5, 6 & 7 Fig 1B (Nominal Diameter)	-
7.2 and Table 5, 6 & 7 Fig 1B (DIMENSIONS - Casing Pipes)	-
8.4 (Sealing rings - Hardness)	-

Partial

-
-

Bureau of Indian Standards

The National Standards Body of India

BIS, Patna Branch Office Laboratory (PBOL)

Bureau of Indian Standards, Patliputra Industrial Estate, Patna - 800013, Patna, Patna, Bihar, 800013

9955998957 [email protected]

Scope List