| 15541 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 455 (2015) |
Portland slag cement - Specification |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
|
|
|
| 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 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) |
- |
|
|
|
| 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)) |
- |
|
|
|
|
- |
-
Expect(Cl 7(v) Transverse Strength) |
| 15542 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 2124 (2000) |
Sodium bicarbonate - Specification (Second Revision) |
- |
Rs 4660/- for Pure Grade View breakup
Rs 8210/- for Analytical Reagent Grade Rs 4360/- for Refined Grade
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1 (Grade) |
- |
|
|
|
| 4.1 (Description) |
- |
|
|
|
| 4.2 (Table 1 S.no.(i)) (Total Alkalinity (as NaHCO3)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(i)) (pH ) |
- |
|
|
|
| 4.2 (Table 1 S.no.(ii)) (Chlorides (as Cl)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(iii)) (Insoluble matter) |
- |
|
|
|
| 4.2 (Table 1 S.no.(iv)) (Sulphates (as SO4)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(v)) (Iron (as Fe)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(vii)) (Arsenic (as As)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(viii)) (Ammonium compounds (as NH4)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(ix)) (Phosphates (as PO4)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(x)) (Calcium and magnesium (as Ca)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xi)) (Copper (as Cu)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xii)) (Nitrates (as NO3)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xiii)) (Silicates (as SiOz)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xiv)) (Potassium (as K)) |
- |
|
|
|
| 4.2 (Table 1 S.no.(xv)) (Substances reducing iodine) |
- |
|
|
|
|
- |
-
- |
| 15543 |
BIS, Western Regional Laboratory (WRL)
| None
| IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.2.1 (6.1.1 Identification Stripes) |
- |
|
|
|
| Cl-7.4 (Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported)) |
- |
|
|
|
| 8.2 (Longitudinal Reversion Test) |
- |
|
|
|
| 8.4 ( Melt Flow Rate) |
- |
|
|
|
| 8.3 (Carbon black) |
- |
|
|
|
| 6.2 (Colour) |
- |
|
|
|
| 6, 6.1 (PIPE DESCRIPTION) |
- |
|
|
|
| 7 () |
- |
|
|
|
| Clause 8.3 (Carbon Black Dispersion) |
- |
|
|
|
| 8.5 (Oxidation Induction Time) |
- |
|
|
|
| 8.7 (Density) |
- |
|
|
|
| 8.9 table-6 (Elongation at Break) |
- |
|
|
|
| 8.6 (Overall migration) |
- |
|
|
|
|
- |
-
The following test facilities are not available:
(1) Internal Pressure creep rupture test
(2)Tensile Strength for Butt-fusion (Clause 8.8)
(3) Slow Crack Growth rate test (Clause 8.10)
(4) Depth of strip (Clause 6.2.1)
(5) Carbon Black content ( Clause 8.3)
(6) For Size above 250 mm |
| 15544 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- |
3200 View breakup
-
| 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) |
- |
|
|
|
|
- |
-
Qty. required Mech - Three pieces 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) Tensile test & Bend test upto Nominal Diameter 20 mm.
iii) To be completed |
| 15545 |
BIS, Guwahati Branch Laboratory (GBL)
| None
| IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
MR/BWP |
- View breakup
-
| 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) |
- |
|
|
|
| Cl-9.2.7 (Amendment No-3) (Formaldehyde Content Test) |
- |
|
|
|
|
- |
-
Qty. required 1 No.
Test facility available for thickness upto 30 mm, Retain as partial |
| 15546 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- |
3200 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) |
- |
|
|
|
| Cl 12 (Sudden Load Applied) |
- |
|
|
|
|
- |
-
All test facilities are available as per the IS except-
i) Bend Test for thickness above 25 mm (Clause 11)
ii. Tests for microalloying elements and Cr, Mo, Ni, Cu Al and B (Clause 8.2) ii) ii. Impact Test (Clause 12) FACILTY IS OUT OF ORDER |
| 15547 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
25780 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 ) |
- |
|
|
|
| Cl. 5.3 (a) (The ribs contributing the projected area - Longitudinal Ribs) |
- |
|
|
|
| Cl. 5.3 (b) (The ribs contributing the projected area - Transverse Ribs) |
- |
|
|
|
|
- |
-
"Except Pull Out Test
(Mechanical Test) |
| 15548 |
BIS, Patna Branch Laboratory (PBL)
| None
| 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) |
- |
|
|
|
|
- |
-
Except Transverse Strength (Mechanical Test) (It is an optional test as mentioned in the IS and not required for GoL.) |
| 15549 |
BIS, Patna Branch Laboratory (PBL)
| None
| 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) |
- |
|
|
|
|
- |
-
All test facilities are available as per the IS |
| 15550 |
BIS, Patna Branch Laboratory (PBL)
| None
| 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) |
- |
|
|
|
|
- |
-
Except Transverse Strength (Mechanical Test) (It is an optional test as mentioned in the IS and not required for GoL.) |
| 15551 |
BIS, Patna Branch Laboratory (PBL)
| None
| 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 )) |
- |
|
|
|
|
- |
-
Except Transverse Strength (Mechanical Test) (It is an optional test as mentioned in the IS and not required for GoL.) |
| 15552 |
BIS, Patna Branch Laboratory (PBL)
| None
| IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
- |
Rs.6450.00 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) |
- |
|
|
|
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B (Mean outside dia over connection,mm (Take 4 reading and maximum valu reported)) |
- |
|
|
|
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B (Outer Diameter at any point, Max) |
- |
|
|
|
| 7.1, 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.) |
- |
|
|
|
|
- |
-
Complete except effect on Water. |
| 15553 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 455 (2015) |
Portland slag cement - Specification |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
- |
|
|
|
| 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 ii (Magnesia - Cl 6.8 of IS 4032:1985) |
- |
|
|
|
| 6 - Table - 1 i (Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
|
|
|
| 7 Table 1 i (Fineness
IS 4031(Part 2)) |
- |
|
|
|
| 7 Table 1 ii a (Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
|
|
|
| 7 Table 1 ii b (Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
|
|
|
| 7 Table 1 iii a (Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
|
|
|
| 7 Table 1 iii b (Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
|
|
|
| 7 Table 1 iv a (Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iv b (Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
|
|
|
| 7 Table 1 iv c (Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 v (Transverse Strength (Optional) ) |
- |
|
|
|
| Cl. 7 Table-2 (Cl. 7 Table-2 ii a (Expansion after aeration )) |
- |
|
|
|
|
- |
-
Mech-Facility not available for transverse strength test( optional);
Chem-Declaration for chloride regarding end use of cement required as per Table 1, Confirmation for testing Alkali Content required. |
| 15554 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
All varieties |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.6 (Overall migration) |
- |
|
|
|
| Cl-7.4 (Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported)) |
- |
|
|
|
| 8.2 (Longitudinal Reversion Test) |
- |
|
|
|
| 8.4 ( Melt Flow Rate) |
- |
|
|
|
| 8.8 (Tensile Strength for Butt-fusion) |
- |
|
|
|
| 8.9 table-6 (Elongation at Break) |
- |
|
|
|
| 8.8 (Tensile Strength for Butt-fusion) |
- |
|
|
|
| 8.9 table-6 (Elongation at Break) |
- |
|
|
|
| 8.3 (Carbon black) |
- |
|
|
|
| 6.2.1 (6.1.1 Identification Stripes) |
- |
|
|
|
| 6.1.4 (PIPE DESCRIPTION) |
- |
|
|
|
| Clause 7.1 (Visual Apperance) |
- |
|
|
|
| 6.2 (Colour) |
- |
|
|
|
| Cl. 8.3 (Carbon Black Dispersion) |
- |
|
|
|
| 8.7 (Density) |
- |
|
|
|
| 8.5 (Oxidation Induction Time) |
- |
|
|
|
| CL 7.4 (Wall Thickness (Take 8 reading & Minimum and Maximum reported)) |
- |
|
|
|
|
- |
-
Mech- Except Hydraulic test, Slow Crack Growth Rate and Internal Pressure Creep Rupture test. Fused pipes required to be provided for T/S of butt fusion joints. Prepared test pieces required for density. Chem- Complete |
| 15555 |
BIS, Eastern Regional Laboratory (ERL)
| None
| 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 |
| 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) |
- |
|
|
|
| 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) |
- |
|
|
|
| 7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
- |
|
|
|
| 7 -Table 2- v (Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
|
|
|
|
- |
-
Mech- Facility not available for transverse strength test( optional); Chem-Declaration for chloride regarding end use of cement (as per Table 1) and declaration of fly ash content & Confirmation for testing Alkali Content required. |
| 15556 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 694 (2010) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision) |
Complete for Category 01- up to & including 400 sq mm |
Please see remarks View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 (Conductor - Material) |
- |
|
|
|
| 4.2 (Conductor resistance test) |
- |
|
|
|
| 5.1 (Insulation) |
- |
|
|
|
| 6.1 (Filler) |
- |
|
|
|
| 4.1 (Annealing test (for copper)) |
- |
|
|
|
| 4.1 (Tensile test (for Al)-Before Stranding) |
- |
|
|
|
| 4.1 (Tensile test (for Al)- After Stranding) |
- |
|
|
|
| 4.1 (Wrapping test (for Al)) |
- |
|
|
|
| 10.11 (Per sulphate test (for tinned Cu cable only)) |
- |
|
|
|
| (Cl.16.1)
(Cl.19.1) (Conductor- Diameter ) |
- |
|
|
|
| 5.2 (Application ) |
- |
|
|
|
| 6.2 (Filler) |
- |
|
|
|
| 7 (Binder Tape) |
- |
|
|
|
| 8.1 (Sheath Material ) |
- |
|
|
|
| (Cl. 18.1.4)
(Cl. 19.1.5)
(Cl. 20.1.4)
(Cl. 22.1.4) (Colour of Sheath) |
- |
|
|
|
| 9 (Overall dimensions) |
- |
|
|
|
| 9.1 (Ovality) |
- |
|
|
|
| Table 1 iii) c) 1) (Tensile strength (Without ageing)) |
- |
|
|
|
| Table 1 iii) c) 1) (Elongation (Without ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (Tensile strength (After ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (Elongation (After ageing)) |
- |
|
|
|
| Table 1 iii) c) 3) (TS variation) |
- |
|
|
|
| Table 1 iii) c) 3) (Elongation variation) |
- |
|
|
|
| Table 1 iii) d) 1) (Sheath -Tensile strength (Without ageing)) |
- |
|
|
|
| Table 1 iii) d) 1) (Sheath- Elongation (Without ageing)) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Tensile strength (After ageing)) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Elongation (After ageing)) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- TS variation) |
- |
|
|
|
| Table 1 iii) d) 3) (Sheath- Elongation variation) |
- |
|
|
|
| Table 1 iii) c) 2) (Loss of mass- Insulation ) |
- |
|
|
|
| Table 1 iii) d) 2) (Loss of mass- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 4) (Shrinkage-Insulation) |
- |
|
|
|
| Table 1 iii) d) 4) (Shrinkage- Sheath ) |
- |
|
|
|
| Table 1 iii) c) 5) (Heat shock-Insulation ) |
- |
|
|
|
| Table 1 iii) d) 5) (Heat shock-Sheath ) |
- |
|
|
|
| Table 1 iii) c) 6) (Hot deformation - Indentation depth- Insulation) |
- |
|
|
|
| Table 1 iii) d) 6) (Hot deformation -Indentation depth - Sheath ) |
- |
|
|
|
| 10.4 (Flammability test-Burning after flame removal) |
- |
|
|
|
| 10.4 (Flammability test- Unaffected portion) |
- |
|
|
|
| Table 1 iii) c) 8) (Cold bend for insulation) |
- |
|
|
|
| Table 1 iii) d) 8) (Cold bend for sheath) |
- |
|
|
|
| Table 1 iii) c) 9) (Cold impact for insulation) |
- |
|
|
|
| Table 1 iii) d) 9) (Cold impact for sheath) |
- |
|
|
|
| Table 1 iii) c) 7) (Thermal stability- Insulation ) |
- |
|
|
|
| Table 1 iii) d) 7) (Thermal stability- Sheath ) |
- |
|
|
|
| table 1 e) 3) (Volume Resistivity - Room temp ) |
- |
|
|
|
| table 1 e) 3) (Volume Resistivity - Maximum temp) |
- |
|
|
|
| table 1 e) 3) (IR constant- Room temp ) |
- |
|
|
|
| table 1 e) 3) (IR constant- max. Temp) |
- |
|
|
|
| 10.1 (HV (water immersion)) |
- |
|
|
|
| 10.1 (HV (water immersion)) |
- |
|
|
|
| 10.2 (HV (room temperature)) |
- |
|
|
|
| 11 (Identification) |
- |
|
|
|
| 11.1 (Durability) |
- |
|
|
|
| 11.2 (Legibility) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
| 4.1 (Conductor - Material) |
- |
|
|
|
| 8.3 (Avarage thickness of Sheath) |
- |
|
|
|
| 5.3 (Minimum thickness of insulation) |
- |
|
|
|
| 5.3 (Avarage thickness of insulation) |
- |
|
|
|
| Table 2, IS 8130 (No fo wire in a conductor) |
- |
|
|
|
| 4, IS 8130 (Construction of conductor) |
- |
|
|
|
| 8.1 (Sheath Material ) |
- |
|
|
|
| 12.0 (Core identification) |
- |
|
|
|
| Table 1 (Category Code) |
- |
|
|
|
| Table 4 (Copper purity test) |
- |
|
|
|
| 8.3 (Minimum thickness of Sheath) |
- |
|
|
|
| 4.4 (Joints in Conductor) |
- |
|
|
|
| 4.4 (Joints in Conductor) |
- |
|
|
|
| 10.11 (Persulphate Test ) |
- |
|
|
|
| 10.9 (Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
|
|
|
| 10.6 (Halogen evolution) |
- |
|
|
|
|
- |
-
Chem- Facility available for Cu purity only,Gr to be declared. Elect- Cat -01, 02 (Facility not available for- Loss of mass above 1.2 mm, Tensile & Elongation above 2.0 mm thickness.) Cat- FR, FR-LSH-( Facility not available for- oxygen index, temp. index test, Smoke Density Tests). Chem- Facility available for Cu purity only,Grade/class to be declared |
| 15557 |
BIS, Central Laboratory (CL)
| None
| IS 13334 : Part 1 (2014) |
Skimmed milk powder - Specification: Part 1 standard grade (Second Revision) |
- |
10430/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.6 (Bacterial count) |
- |
|
|
|
| 5.6 (Coliform count ) |
- |
|
|
|
| 5.6 (Escherichia coli) |
- |
|
|
|
| 5.6 (Coagulase positive Staphylococcus aureus) |
- |
|
|
|
| 5.6 (Salmonella) |
- |
|
|
|
| 5.6 (Spore count, Aerobic (Bacillus cereus)) |
- |
|
|
|
| 5.6 (Spore count, Anaerobic (Sulfite reducing Clostridia)) |
- |
|
|
|
| 5.6 (Listeria monocytogenes) |
- |
|
|
|
| 4 (Description) |
- |
|
|
|
| Cl 5.1 (Milk intended (IS 1479 - Part 1)) |
- |
|
|
|
| 5.2 (Absence of extraneous matter, added colour and added flavour) |
- |
|
|
|
| Cl 5.3 (Calcium chloride,
citric acid and sodium citrate, sodium salts of
orthophosphoric acid and polyphosphoric acid (as
linear phosphate), ) |
- |
|
|
|
| Cl 5.4 (The flavour of the product or of the reconstituted
milk shall be pleasant and clean (see IS 10030).) |
- |
|
|
|
| 5.6 (Moisture) |
- |
|
|
|
| 5.6 (Milk protein in milk solids not fat) |
- |
|
|
|
| 5.6 (Milk fat) |
- |
|
|
|
| 5.6 (Insolubility index) |
- |
|
|
|
| 5.6 (Milk fat) |
- |
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|
| 5.6 (Titratable acidity (lactic acid)) |
- |
|
|
|
| 5.6 (Scorched particles) |
- |
|
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|
| 5.6 (Total ash (on dry basis)) |
- |
|
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|
| 5.6 (Coliform count ) |
- |
|
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|
| 5.6 (Salmonella) |
- |
|
|
|
| 5.6 (Bacterial count) |
- |
|
|
|
|
- |
-
500 gm x 3 |
| 15558 |
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
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.1 (Nominal Size) |
- |
|
|
|
| Cl 7.2 (Weight) |
- |
|
|
|
| Cl. 8.1 Table 3 (Elongation, percentage) |
- |
|
|
|
| Cl. 8.1 Table 3 (TS/YS ratio) |
- |
|
|
|
| Cl. 8.1 Table 3 (Tensile Strength (TS)) |
- |
|
|
|
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
|
|
|
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
|
|
|
| Cl. 9.3, Table 4 (Bend Test ) |
- |
|
|
|
| Cl.9.4 & Cl. 9.4.1 (Rebend test) |
- |
|
|
|
| 4.1 (Silicon %) |
- |
|
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|
| 4.1 (Sulphur %) |
- |
|
|
|
| 4.1 (Phosphorus %) |
- |
|
|
|
| 4.1 (Manganese %) |
- |
|
|
|
| 4.1 (Carbon %) |
- |
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|
|
| Cl. 8.1 Table 3 (Yield Stress (YS)) |
- |
|
|
|
| 4.1 (Sulphur and phosphorous) |
- |
|
|
|
|
- |
-
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 |
| 15559 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| 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 |
| 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) |
- |
|
|
|
| 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) |
- |
|
|
|
| 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) |
- |
|
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|
| 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- i (Fineness 4031 Part 2) |
- |
|
|
|
| 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 by Le Chatelier- 4031 Part 3) |
- |
|
|
|
|
- |
-
Expect (Cl 7(v) Transverse Strength) |
| 15560 |
BIS, Bengaluru Branch Laboratory (BNBL)
| None
| IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
33 GR 43GR 53 GR |
- View breakup
-
| 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) |
- |
|
|
|
| 6 - Table - 1 ii (Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
| 6.1 Table-2 iii. (Insoluble residue) |
- |
|
|
|
| 6.1 Table-2 iv (Magnesia) |
- |
|
|
|
| 6 - Table - 1 v (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
|
|
|
| 6.1 Table-2 vi (Loss on ignition) |
- |
|
|
|
| 6 - Table - 1 vii (Chloride content - Cl 4.13 of IS 4032:1985) |
- |
|
|
|
| 6.1 Table-2 viii (Alkali content) |
- |
|
|
|
| 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 i. (Fineness) |
- |
|
|
|
| 7 Table-3 ii a (Expansion by Le Chatelier) |
- |
|
|
|
| 7 Table-3 ii a (Expansion after aeration) |
- |
|
|
|
| 7 Table-3 ii b (Expansion after aeration) |
- |
|
|
|
|
- |
-
Expect (Cl 7(v) Transverse Strength) |
| 15561 |
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) |
- |
|
|
|
| Cl-8.1 (Dimensions -length) |
- |
|
|
|
| Cl.8.1 (Dimensions -width) |
- |
|
|
|
| Cl-8.2 (Thickness of the plywood boards) |
- |
|
|
|
| Cl-8.3 (Squareness) |
- |
|
|
|
| Cl.8, 8.3 & Annex C (Edge Straightness) |
- |
|
|
|
| Cl-11.4 (Moisture Content) |
- |
|
|
|
| Cl-11.3.2 (Mycological Test) |
- |
|
|
|
| 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-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 Elasticity - Across the Face Grain - Average) |
- |
|
|
|
| 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 - Minimum Individual) |
- |
|
|
|
| Cl-11.5, Table-4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
|
|
|
| Cl-11.3.1, 11.3.1.1 (Water Resistance Test) |
- |
|
|
|
| Cl-9 (WORKMANSHIP AND FINISH) |
- |
|
|
|
|
- |
-
Excluding- Steady State Formaldehyde Emission Test (Cl. 11.7) |
| 15562 |
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) |
- |
|
|
|
| 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) |
- |
|
|
|
|
- |
-
Qty. required Mech -3 Pcs of 1 meter,
Chem- 5 pcs* 50 mm
i) Tensile Strength, Yield Stress, Elongation percentage, Bend/Rebend- Test facility available upto Nominal Diameter 20 mm.
ii) Except Pull-out test.
iii) Retain as partial |
