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

Scope List

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36 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

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

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Qty. required (8+1) kg Except Transverse strength test (optional).

IS 455 (2015)

Portland slag cement - Specification

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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl. 7 Table-2 (Cl. 7 Table-2 iii b (Setting time Final))	-
Cl. 7 Table-2 (Cl. 7 Table-2 iii a (Setting time Initial))	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Soundness , Autoclave Expansion ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii b (Expansion after aeration ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Soundness , Le Chatelier Expansion ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Expansion after aeration ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 i (Fineness ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 iv a (Compressive Strength 72±1 hr IS))	-
Cl. 7 Table-2 (Cl. 7 Table-2 iv b (Compressive Strength 168±2 hr ))	-
Cl. 7 Table-2 (Cl. 7 Table-2 iv c (Compressive Strength 672±4 hr) )	-
6 - Table - 1 ii (Magnesia - Cl 6.8 of IS 4032:1985)	-
6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-
6 - Table - 1 iv (Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-
6 - Table - 1 v (Loss on ignition - Cl 6.2 of IS 4032:1985)	-
6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985)	-
6 - Table - 1 vi (Chloride content - Cl 4.13 of IS 4032:1985)	-
6 - Table - 1 vii ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-

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Qty. required (8+1) kg Except Transverse Strength Test (Optional).

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

Rs 8420/ View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
7 -Table 2-iii- b (Setting Time Final- 4031 Part 5)	-
7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5)	-
7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3)	-
7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3)	-
7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3)	-
7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3)	-
7 -Table 2- i (Fineness 4031 Part 2)	-
7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10)	-
7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-
7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-
7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-
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)	-

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Qty. required (8+1) kg Except Transverse Strength Test (Optional)

IS 2062 (2011)

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

3200 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl 11.3 (Press)	-
Cl 7 (Workmanship)	-
Cl 18 (Weight)	-
Cl. 10.3 (Cl. 10.3 (Elongation %))	-
Cl. 10.3 (Cl. 10.3 (Yield Stress))	-
Cl 15 (Length, Width & Thickness)	-
Cl. 10.3 (Cl. 10.3 (Tensile Strength))	-
Cl. 15, 16 (Leg Length A (Angle))	-
Cl. 15, 16 (Leg Length B (Angle))	-
Cl. 15, 16 (Thickness )	-
Cl. 15, 16 (Toe Radius R2)	-
Cl. 15, 16 (Out of Square (Angle))	-
Cl. 15, 16 (Leg Length Difference (Angle))	-
Cl. 15 (Cl. 15 Channel Section: Sweep)	-
Cl. 15 (Cl. 15 Channel Section: Camber)	-
Cl. 15 (Cl. 15 Channel Section: Flatness of Web (Concavity))	-
Cl. 15 (Cl. 15 Channel Section: Flatness of Web (Convexity))	-
Cl. 15 (Cl. 15 Round Bar: Out of Shape)	-
Cl. 15 (Cl. 15 Channel Section: Width of Flange)	-
Cl. 15 (Cl. 15 Channel Section: Depth)	-
Cl. 15 (Cl. 15 Square Bar: Out of Square)	-
Cl. 15 (Cl. 15 Square Bar: Side Width: Minimum)	-
Cl. 15 (Cl. 15 Square Bar: Side Width: Maximum)	-
Cl. 15 (Cl. 15 Round Bar: Out of Shape)	-
Cl. 15 (Cl. 15 Round Bar: Diameter Minimum)	-
Cl. 15 (Cl. 15 Round Bar: Diameter Maximum)	-
Cl. 15, 16 (Off Centre of Web)	-
Cl. 15, 16 (Width of flange (I Beam))	-
Cl. 15, 16 (Depth (I Beam))	-
Cl. 15, 16 (Flange Slope)	-
Cl. 15, 16 (Out of Square (Flat))	-
Cl. 15, 16 (Web Thickness)	-
Cl. 15, 16 (Flange Thickness)	-
Cl. 15, 16 (Flange out of square (I beam))	-
Clause 15, Table 4 (IS 2062)	-
16 (Tolerance)	-
Clause 15, Table 4 (IS 2062)	-
Cl. 15, 16 (Root Radius R1)	-
15 (Radius R1)	-
Cl. 15, 16 (Root Radius R1)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650) (Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Clause - 5, 8.1 & 8.2 (E650, CARBON +EQUIVELENT )	-
14.2 (Grain Size)	-
14.2 (Inclusion)	-

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Qty. required Mech - Three pices of One metre each Chem - 50 gm or 5 pcs of 50 mm i) Except Impact Test, Y-Groove crackability tests (for Gr 250C). ii) Test Facility for all grades mentioned IS 2062: 2011 having quality A, all grades having other quality partial test is available bar upto diameter 20 mm

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

MR/BWP

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

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Qty. required 1 Nos Test facility available for thickness upto 30 mm

IS 1786 (2008)

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

Up to nominal dia of 25 mm

25780 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl. 8.1 Table 3 (Yield Stress (YS))	-
Cl. 8.1 Table 3 (Tensile Strength (TS))	-
Cl. 8.1 Table 3 (TS/YS ratio)	-
Cl. 8.1 Table 3 (Elongation, percentage)	-
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-
Cl.9.4 & Cl. 9.4.1 (Rebend test)	-
Cl. 7.2 Table -2 (Nominal Mass)	-
Cl. 6.1 (Nominal Size)	-
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-
Cl. 9.3, Table 4 (Bend Test )	-
Cl. 8.1 Table 3 (Total Elongation at Maximum Force)	-
Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON )	-
Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR)	-
Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS)	-
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700) (Sulphur & Phosphorous)	-
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D) (Carbon Equivalent)	-
4.1 (Carbon %)	-
4.1 (Sulphur %)	-
4.1 (Phosphorus %)	-
4.1 (Sulphur and phosphorous)	-

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Qty. required Mech -3 Pcs of 1 meter, Chem- 5 pcs* 50 mm i) Tensile Strength, Yield Stress, Elongation percentage Test facility available up to diameter 20 mm. ii) Except Pull-out test."

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