BIS - LIMS (Laboratory Information Management System)

BIS Patna Branch Laboratory (PBL)

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

- pbol@bis.gov.in

Scope List

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72 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 12330 (1988)

Specificatioon for sulphate resisting Portland cement

Rs.12900/- View breakup
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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)	-

Partial

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IS 10228 (1982)

Specification for school bag

Rs 2700/- + charges as per relevant ISS View breakup
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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

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All test facilities are available as per the IS

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

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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

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All test facilities are available as per the IS except- i. Galvanizing Test (Clause 8) ii. Cold Bend Test (Clause 11.3.1) iii. Tests for Chromium, Molybdenum,Vanadium, Nickel, Copper, Niobium, Boron, Titanium, Aluminium and Tungsten (Clause 5.1) Note: Sample size of 3m full length (two samples each of preferred size 1.5 m) may be supplied for testing. *- The exact sample type, size and quantity may be ascertained from the latest product manual issued by BIS.

IS 13592 (2013)

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

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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.)	-
Cl.8.4 (When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-
Cl. 9, IS 12235 Part 7 (Resistance to Sulphuric Acid)	-
Cl.10.1 (When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than 10 percent. Mass of striker and height of fall shall be as per Annex A.)	-
Cl. 12, IS 12235 Part 11 (Resistance to Di-Chloro-Methane )	-

Partial

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All test facilities are available as per the IS except- i. Water Tightness of Joint (Clause 11) ii. Effect on Water (Clause 8.6) iii.Resistance to dichloromethane at specified temperature (Clause 12)

IS 2062 (2011)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 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)	-
Cl 12 (Sudden Load Applied)	-

Partial

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All test facilities are available as per the IS except- i. Y-Groove Test (Clause 13) ii. Bend Test for thickness above 25 mm (Clause 11) iii. Tests for microalloying elements and Cr, Mo, Ni, Cu Al and B (Clause 8.2) Note: Prepared test piece of size 55 mm x10 mm x10 mm is required for Impact Test (Clause 12) *- The exact sample type, size and quantity may be ascertained from the latest product manual issued by BIS.

IS 1786 (2008)

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

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 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 )	-
Cl. 5.3 (a) (The ribs contributing the projected area - Longitudinal Ribs)	-
Cl. 5.3 (b) (The ribs contributing the projected area - Transverse Ribs)	-

Partial

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All test facilities are available as per the IS except- i. Bond/Pull Out Test (Clause 5.7) ii. Total Elongation at Maximum Force (Clause 8.1 and Table 3) iii. Tensile Test of Sizes > 16mm (Clause 8.1 and Table 3) iv. Tests for microalloying elements (Ti, Nb, B, V), Cr, Mo, Cu, Ni and Al (Clause 4.2)

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
7 -Table 2- 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)	-

Partial

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All test facilities are available as per the IS except Transverse Strength Test (Clause 7 and Table-2) which is an optional test

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

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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)	-

Partial

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All test facilities are available as per the IS

IS 303 (1989)

Plywood for General Purposes -

Rs 4000/- /BWR Grade, Rs.4900/- for MR Grade View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-
11.2.2 (Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only])	-
11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade])	-
11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade])	-
11.3 (Moisture Content - Part 1 of IS 1734)	-
8 (Dimensions & Tolerances - Edge Straightness - Annexure C)	-
8 (Dimensions & Tolerances - Squareness - Annexure C)	-
8 (Dimensions & Tolerances - Thickness - Cl. 8)	-
8 (Dimensions & Tolerances - Width - Cl. 8)	-
8 (Dimensions & Tolerances - Length - Cl. 8)	-
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)	-
cl. 13.1 (marking)	-
cl. 13.2 (marking)	-

Partial

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All test facilities are available as per the IS

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 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

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All test facilities are available as per the IS except Transverse Strength Test (Clause 7 and Table-3) which is an optional test

IS 455 (2015)

Portland slag cement - Specification

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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

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All test facilities are available as per the IS except Transverse Strength Test (Clause 7 and Table 2) which is an optional test

IS 12818 (2010)

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

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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)	-
9.6 (Vicat Softening Temperature IS 12235 (Part 2).)	-
9.4 and Table 14 (Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A (THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-

Partial

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All test facilities available except Effect on Water (Clause 9.7)

Bureau of Indian Standards

The National Standards Body of India

BIS Patna Branch Laboratory (PBL)

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

- pbol@bis.gov.in

Scope List