| 15631 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
25780 View breakup
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| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.1 (Nominal Size) |
- |
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| Cl 7.2 (Weight) |
- |
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| Cl. 8.1 Table 3 (Elongation, percentage) |
- |
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| Cl. 8.1 Table 3 (TS/YS ratio) |
- |
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| Cl. 8.1 Table 3 (Tensile Strength (TS)) |
- |
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| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
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| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
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| Cl. 9.3, Table 4 (Bend Test ) |
- |
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| Cl.9.4 & Cl. 9.4.1 (Rebend test) |
- |
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| 4.1 (Silicon %) |
- |
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| 4.1 (Sulphur %) |
- |
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| 4.1 (Phosphorus %) |
- |
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| 4.1 (Manganese %) |
- |
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| 4.1 (Carbon %) |
- |
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| Cl. 8.1 Table 3 (Yield Stress (YS)) |
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| 4.1 (Sulphur and phosphorous) |
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Test facilities are not available for the following:
(1) Total elongation at maximum force,
(2) Pull out test (Type test)
(3) Sizes above 25 mm,
(4) Micro-alloy/low alloys, Nb, V, B and Ti, Cr, Cu, Ni, Mo, Nirogen and nitrogen binding elements, like Nb, V, Ti, Al |
| 15632 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
- View breakup
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| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 i (Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
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| 6 - Table - 1 ii (Magnesia - Cl 7.2 of IS 4032:1985) |
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| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
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| 6 - Table - 1 iv (Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
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| 6 - Table - 1 v (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
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| 6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
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| 7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10) |
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| 7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
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| 7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
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| 7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
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| 7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
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| 7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
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| 7 -Table 2-iii- b (Setting Time Final- 4031 Part 5) |
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| 7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5) |
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| 7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3) |
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| 7 -Table 2- i (Fineness 4031 Part 2) |
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| 7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
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| 7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3) |
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| 7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3) |
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- |
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Expect (Cl 7(v) Transverse Strength) |
| 15633 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
33 GR 43GR 53 GR |
- View breakup
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| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1 Table-2 i. (Ratio of percentage of lime to percentage of silica, alumina and iron oxide) |
- |
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| 6 - Table - 1 ii (Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
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| 6.1 Table-2 iii. (Insoluble residue) |
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| 6.1 Table-2 iv (Magnesia) |
- |
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| 6 - Table - 1 v (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
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| 6.1 Table-2 vi (Loss on ignition) |
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| 6 - Table - 1 vii (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
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| 6.1 Table-2 viii (Alkali content) |
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| 7 Table-3 iv c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
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| 7 Table-3 iv b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
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| 7 Table-3 iv a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
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| 7 Table-3 iii b (Setting Time Final) |
- |
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| 7 Table-3 iii a (Setting Time Initial) |
- |
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| 7 Table-3 ii b (Expansion by Autoclave) |
- |
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| 7 Table-3 i. (Fineness) |
- |
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| 7 Table-3 ii a (Expansion by Le Chatelier) |
- |
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| 7 Table-3 ii a (Expansion after aeration) |
- |
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| 7 Table-3 ii b (Expansion after aeration) |
- |
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- |
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Expect (Cl 7(v) Transverse Strength) |
| 15634 |
BIS, Central Laboratory (CL)
| None
| IS 303 (2024) |
Plywood for General Purposes â Specification (Fourth Revision) |
- |
- View breakup
Electricity Cost (per kWh) ₹ 9.00
Testing Charges per man hour ₹ 300.00
Total testing charge for BWP Grade ₹ 7,456.00 ₹ 7,450.00
Total testing charge for BWR Grade ₹ 7,108.00 ₹ 7,100.00
Total testing charge for MR Grade ₹ 7,090.00 ₹ 7,100.00
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 4 (Grades) |
- |
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| Cl-8.1 (Dimensions -length) |
- |
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| Cl.8.1 (Dimensions -width) |
- |
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| Cl-8.2 (Thickness of the plywood boards) |
- |
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| Cl-8.3 (Squareness) |
- |
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| Cl.8, 8.3 & Annex C (Edge Straightness) |
- |
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| Cl-11.4 (Moisture Content) |
- |
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| Cl-11.3.2 (Mycological Test) |
- |
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| Cl-11.5, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
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| Cl-11.5, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
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| Cl-11.5, Table-4, (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
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| Cl-11.5, Table-4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
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| Cl-11.5, Table-4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
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| Cl-11.5, Table-4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
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|
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| Cl-11.5, Table-4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
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|
|
| Cl-11.5, Table-4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
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|
|
| Cl-11.3.1, 11.3.1.1 (Water Resistance Test) |
- |
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|
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| Cl-9 (WORKMANSHIP AND FINISH) |
- |
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|
|
- |
-
Excluding- Steady State Formaldehyde Emission Test (Cl. 11.7) |
| 15635 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| 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
-
| 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) |
- |
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|
|
| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
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| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
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| Clause - 4.2 & 4.2.1 (Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
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|
| 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) |
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| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
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| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
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| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
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| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
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| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
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| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
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| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
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|
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D) (Carbon Equivalent) |
- |
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|
|
| 4.1 (Carbon %) |
- |
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|
|
| 4.1 (Sulphur %) |
- |
|
|
|
| 4.1 (Phosphorus %) |
- |
|
|
|
| 4.1 (Sulphur and phosphorous) |
- |
|
|
|
|
- |
-
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." |
