| 1 |
NATIONAL TEST HOUSE-ER (NTH), KOLKATA
| 5140804
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Fe 415 to Fe 700, size 8mm-40mm |
29500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 9.4(Rebend Test) |
- |
1000 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
1000 |
|
- |
| 4.1(Carbon %) |
- |
1416 |
|
Inclusive of GST@18% |
| 4.1(Sulphur %) |
- |
1416 |
|
Inclusive of GST@18% |
| 4.1(Phosphorus %) |
- |
1416 |
|
Inclusive of GST@18% |
| 4.1(Manganese %) |
- |
1416 |
|
Inclusive of GST@18% |
| 4.1(Silicon %) |
- |
1416 |
|
Inclusive of GST@18% |
| 4.1( Nitrogen%) |
- |
2360 |
|
Inclusive of GST@18% |
| 4.1(CE) |
- |
2360 |
|
Inclusive of GST@18% |
| 5.7(PullOut (Bond Test)) |
- |
15000.00 |
|
Fee is dependent on size and exclusive of GST.
Up to 12mm - Rs 10000.00 +GST
Above 12mm - Rs 15000.00 +GST |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
1000 |
|
- |
| 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) |
- |
500 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
- |
|
14 Jun, 2027 |
-
- |
| 2 |
QUALITY INTERNATIONAL RESEARCH & LABORATORIES PRIVATE LIMITED
| 5197006
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All Grade / Type / Size / Designation |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
500 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
500 |
|
- |
| 4.1(CE) |
- |
500 |
|
- |
| 4.1( Nitrogen%) |
- |
500 |
|
- |
| 4.1(Ni) |
- |
500 |
|
- |
| 4.1(Mo) |
- |
500 |
|
- |
| 4.1(Cr) |
- |
500 |
|
- |
| 4.1( Ti) |
- |
500 |
|
- |
| 4.1(V) |
- |
500 |
|
- |
| 4.1( Nb) |
- |
500 |
|
- |
| 4.1( Aluminium %) |
- |
500 |
|
- |
| 4.1( Copper %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1(Manganese %) |
- |
500 |
|
- |
| 4.1(Carbon %) |
- |
500 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
500 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
500 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
500 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
500 |
|
- |
| 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-IS 228) |
- |
500 |
|
- |
| 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)(Carbon-IS 228) |
- |
500 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
10000 |
|
20000 upto 20mm
25000 above 20mm |
| 4.2(Niobium (Nb)) |
- |
500 |
|
- |
| 4.2(Boron (B)) |
- |
500 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
500 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
10000 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
1000 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
500 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
500 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
500 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
500 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
500 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
500 |
|
- |
| Clause 9.4(Rebend Test) |
- |
500 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
500 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
| 13(Identification and marking) |
- |
500 |
|
- |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
10000 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
500 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
500 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
500 |
|
- |
| 7.1(Specified length) |
- |
500 |
|
- |
| 9.1(Preparation of test sample) |
- |
500 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
1000 |
|
- |
| 9.5(Retest) |
- |
1000 |
|
- |
| 12(Inspection) |
- |
500 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
500 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
500 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
500 |
|
- |
| 1() |
- |
500 |
|
- |
|
- |
-
Included w.e.f 16.03.2026 |
| 3 |
National Test House (NWR) - NTH, Jaipur
| 8122904
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
415/415D/415S/500/500D/500S/550/550D/600/650/700 |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Carbon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
500 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
1000 |
|
- |
| 4.1(CE) |
- |
1000 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
1000 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
500 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
500 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
500 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
500 |
|
- |
| 13(Identification and marking) |
- |
500 |
|
- |
| 7.1(Specified length) |
- |
500 |
|
- |
| 9.5(Retest) |
- |
500 |
|
- |
| 12(Inspection) |
- |
500 |
|
- |
| 4.1( Nitrogen%) |
- |
500 |
|
- |
| 4.1( Aluminium %) |
- |
500 |
|
- |
| 4.1( Copper %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
500 |
|
- |
| 4.1(Manganese %) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
500 |
|
- |
| 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-IS 228) |
- |
500 |
|
- |
| 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)(Carbon-IS 228) |
- |
500 |
|
- |
| 4.2(Niobium (Nb)) |
- |
500 |
|
- |
| 4.2(Boron (B)) |
- |
500 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
500 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
500 |
|
- |
|
31 Dec, 2026 |
-
- |
| 4 |
EKO PRO ENGINEERS PRIVATE LIMITED (32/37) GHAZIABAD
| 8164006
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Upto 32 mm only |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
7000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
7000 |
|
- |
| Cl 7.2(Weight) |
- |
7000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
7000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
7000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
7000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
7000 |
|
- |
| Cl 7.2(Weight) |
- |
7000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
7000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
7000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
7000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
7000 |
|
- |
| Cl 8.1(UTM) |
- |
7000 |
|
- |
| Cl 7.2(Weight) |
- |
7000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
7000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
7000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
7000 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
7000 |
|
- |
| 4.1(CE) |
- |
7000 |
|
- |
| 4.1( Nitrogen%) |
- |
7000 |
|
- |
| 4.1(Ni) |
- |
7000 |
|
- |
| 4.1(Mo) |
- |
7000 |
|
- |
| 4.1(Cr) |
- |
7000 |
|
- |
| 4.1( Ti) |
- |
7000 |
|
- |
| 4.1(V) |
- |
7000 |
|
- |
| 4.1( Nb) |
- |
7000 |
|
- |
| 4.1( Aluminium %) |
- |
7000 |
|
- |
| 4.1( Copper %) |
- |
7000 |
|
- |
| 4.1(Silicon %) |
- |
7000 |
|
- |
| 4.1(Sulphur %) |
- |
7000 |
|
- |
| 4.1(Phosphorus %) |
- |
7000 |
|
- |
| 4.1(Manganese %) |
- |
7000 |
|
- |
| 4.1(Carbon %) |
- |
7000 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
7000 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
7000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
7000 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
7000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
7000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
7000 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
7000 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
7000 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
7000 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
7000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
7000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
7000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
7000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
7000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
7000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
7000 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
7000 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
7000 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
7000 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
7000 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
7000 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
7000 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
7000 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
7000 |
|
- |
| 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) |
- |
7000 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
7000 |
|
- |
| 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-IS 228) |
- |
7000 |
|
- |
| 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)(Carbon-IS 228) |
- |
7000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
7000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
7000 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
7000 |
|
- |
| 4.2(Niobium (Nb)) |
- |
7000 |
|
- |
| 4.2(Boron (B)) |
- |
7000 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
7000 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
7000 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
7000 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
7000 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
7000 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
7000 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
7000 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
7000 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
7000 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
7000 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
7000 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
7000 |
|
- |
| Clause 9.4(Rebend Test) |
- |
7000 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
7000 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
7000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
7000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
7000 |
|
- |
| Cl 8.1(UTM) |
- |
7000 |
|
- |
| Cl 7.2(Weight) |
- |
7000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
7000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
7000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
7000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
7000 |
|
- |
| Cl 7.2(Weight) |
- |
7000 |
|
- |
| Cl 8.1(UTM) |
- |
7000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
7000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
7000 |
|
- |
| 13(Identification and marking) |
- |
7000 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
7000 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
7000 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
7000 |
|
- |
| 7.1(Specified length) |
- |
7000 |
|
- |
| 9.1(Preparation of test sample) |
- |
7000 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
7000 |
|
- |
| 9.5(Retest) |
- |
7000 |
|
- |
| 12(Inspection) |
- |
7000 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
7000 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
7000 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
7000 |
|
- |
| 1() |
- |
0 |
|
- |
|
27 May, 2028 |
-
- |
| 5 |
Urja Metallurgical Services LLP
| 7194806
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All Grade / Type / Size / Designation / Class |
18800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
0 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
0 |
|
- |
| 4.1(CE) |
- |
0 |
|
- |
| 4.1( Nitrogen%) |
- |
0 |
|
- |
| 4.1(Ni) |
- |
0 |
|
- |
| 4.1(Mo) |
- |
0 |
|
- |
| 4.1(Cr) |
- |
0 |
|
- |
| 4.1( Ti) |
- |
0 |
|
- |
| 4.1(V) |
- |
0 |
|
- |
| 4.1( Nb) |
- |
0 |
|
- |
| 4.1( Aluminium %) |
- |
0 |
|
- |
| 4.1( Copper %) |
- |
0 |
|
- |
| 4.1(Silicon %) |
- |
0 |
|
- |
| 4.1(Sulphur %) |
- |
0 |
|
- |
| 4.1(Phosphorus %) |
- |
0 |
|
- |
| 4.1(Manganese %) |
- |
0 |
|
- |
| 4.1(Carbon %) |
- |
0 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
0 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
0 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
0 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
0 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
0 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
0 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
0 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
0 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
0 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
0 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
0 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
0 |
|
- |
| 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-IS 228) |
- |
0 |
|
- |
| 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)(Carbon-IS 228) |
- |
0 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
0 |
|
- |
| 4.2(Niobium (Nb)) |
- |
0 |
|
- |
| 4.2(Boron (B)) |
- |
0 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
0 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
0 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
0 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
0 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
0 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
0 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
0 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
0 |
|
- |
| Clause 9.4(Rebend Test) |
- |
0 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
0 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
0 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
| 13(Identification and marking) |
- |
0 |
|
- |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
0 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
0 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
0 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
0 |
|
- |
| 7.1(Specified length) |
- |
0 |
|
- |
| 9.1(Preparation of test sample) |
- |
0 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
0 |
|
- |
| 9.5(Retest) |
- |
0 |
|
- |
| 12(Inspection) |
- |
0 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
0 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
0 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
0 |
|
- |
| 1() |
- |
0 |
|
- |
|
23 Dec, 2028 |
-
Included w.e.f 24.02.2026 |
| 6 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
27000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8.1(UTM) |
- |
4000 |
|
Rs 4000/- for 32mm, Rs 3000/- for 16mm-28mm, Rs 2000/- for 8mm-12mm. |
| 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) |
- |
1180 |
|
INCLUDING 18 % GST |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
1180 |
|
INCLUDING 18 % GST |
| 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)(Carbon-IS 228) |
- |
1180 |
|
INCLUDING 18 % GST |
| 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-IS 228) |
- |
1180 |
|
INCLUDING 18 % GST |
| 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)(Phosphorous- IS 228) |
- |
1180 |
|
INCLUDING 18 % GST |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
15000 |
|
Rs 10000/- for 8mm- 12mm, Rs 15000 for 16mm- 32mm. |
| Cl 7.2(Weight) |
- |
1000 |
|
- |
| Cl 8.1(UTM) |
- |
4000 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
- |
|
28 Nov, 2028 |
-
- |
| 7 |
ARYAVRAT TEST HOUSE PRIVATE LIMITED
| 5191706
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All grade : Excluding Cl 5.7 Pull Out test |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
1500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
1000 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
1000 |
|
- |
| 4.1(CE) |
- |
1000 |
|
- |
| 4.1( Nitrogen%) |
- |
1000 |
|
- |
| 4.1(Ni) |
- |
500 |
|
- |
| 4.1(Mo) |
- |
500 |
|
- |
| 4.1(Cr) |
- |
500 |
|
- |
| 4.1( Ti) |
- |
500 |
|
- |
| 4.1(V) |
- |
500 |
|
- |
| 4.1( Nb) |
- |
500 |
|
- |
| 4.1( Aluminium %) |
- |
500 |
|
- |
| 4.1( Copper %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1(Manganese %) |
- |
500 |
|
- |
| 4.1(Carbon %) |
- |
500 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
500 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
500 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
500 |
|
- |
| 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-IS 228) |
- |
500 |
|
- |
| 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)(Carbon-IS 228) |
- |
500 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
0 |
|
- |
| 4.2(Niobium (Nb)) |
- |
500 |
|
- |
| 4.2(Boron (B)) |
- |
500 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
0 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
0 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
500 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
500 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
500 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
500 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
500 |
|
- |
| Clause 9.4(Rebend Test) |
- |
1000 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
500 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| 13(Identification and marking) |
- |
500 |
|
- |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
0 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
500 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
500 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
500 |
|
- |
| 7.1(Specified length) |
- |
500 |
|
- |
| 9.1(Preparation of test sample) |
- |
500 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
1000 |
|
- |
| 9.5(Retest) |
- |
0 |
|
- |
| 12(Inspection) |
- |
0 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
500 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
500 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
500 |
|
- |
| 1() |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
500 |
|
- |
| 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-IS 228) |
- |
500 |
|
- |
| 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)(Carbon-IS 228) |
- |
500 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
0 |
|
- |
| 4.2(Niobium (Nb)) |
- |
500 |
|
- |
| 4.2(Boron (B)) |
- |
500 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
0 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
0 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
1000 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
500 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
500 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
500 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
500 |
|
- |
| Clause 9.4(Rebend Test) |
- |
500 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
500 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| 13(Identification and marking) |
- |
500 |
|
- |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
0 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
500 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
1000 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
500 |
|
- |
| 7.1(Specified length) |
- |
500 |
|
- |
| 9.1(Preparation of test sample) |
- |
500 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
1000 |
|
- |
| 9.5(Retest) |
- |
500 |
|
- |
| 12(Inspection) |
- |
500 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
500 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
500 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
500 |
|
- |
| 1() |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
500 |
|
- |
| 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-IS 228) |
- |
500 |
|
- |
| 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)(Carbon-IS 228) |
- |
500 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
500 |
|
- |
| 4.2(Niobium (Nb)) |
- |
500 |
|
- |
| 4.2(Boron (B)) |
- |
500 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
500 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
500 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
500 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
500 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
500 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
500 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
500 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
500 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
500 |
|
- |
| Clause 9.4(Rebend Test) |
- |
500 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
500 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
| 13(Identification and marking) |
- |
500 |
|
- |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
500 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
500 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
500 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
500 |
|
- |
| 7.1(Specified length) |
- |
500 |
|
- |
| 9.1(Preparation of test sample) |
- |
500 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
500 |
|
- |
| 9.5(Retest) |
- |
500 |
|
- |
| 12(Inspection) |
- |
500 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
500 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
500 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
500 |
|
- |
| 1() |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
|
28 Nov, 2028 |
-
Included w.e.f 24.03.2026
Exclusion: Cl 5.7 (PullOut (Bond Test)) |
| 8 |
MATERIAL TESTING LABORATORY LLP
| 8176306
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All grades (Upto-25 mm) |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Carbon %) |
- |
250 |
|
- |
| 4.1(Sulphur %) |
- |
250 |
|
- |
| 4.1(Phosphorus %) |
- |
250 |
|
- |
| 4.1(Manganese %) |
- |
250 |
|
- |
| 4.1(V) |
- |
250 |
|
- |
| 4.1(Cr) |
- |
250 |
|
- |
| 4.1(Ni) |
- |
250 |
|
- |
| 4.1(Mo) |
- |
250 |
|
- |
| 4.1( Copper %) |
- |
250 |
|
- |
| 4.1( Nitrogen%) |
- |
250 |
|
- |
| 4.1( Ti) |
- |
250 |
|
- |
| 4.1( Nb) |
- |
250 |
|
- |
| 4.2(Boron (B)) |
- |
250 |
|
- |
| Cl 8.1(UTM) |
- |
500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
250 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
250 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
250 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
0 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
6000 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
250 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
250 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
250 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
500 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
500 |
|
- |
| 13(Identification and marking) |
- |
250 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
250 |
|
- |
| 7.1(Specified length) |
- |
250 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
500 |
|
- |
| 9.1(Preparation of test sample) |
- |
500 |
|
- |
| 9.5(Retest) |
- |
0 |
|
- |
| 12(Inspection) |
- |
0 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
250 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
0 |
|
Cl. 5.1 High strength deformed bars/wires shall satisfy the requirements given in either 5.2 or 5.7 for routine testing. |
| 5.7(PullOut (Bond Test)) |
- |
5500 |
|
Cl. 5.1 High strength deformed bars/wires shall satisfy the requirements given in either 5.2 or 5.7 for routine testing. |
|
- |
-
- |
| 9 |
Bharat Test House Pvt. Ltd. 1668 Sonipat
| 9168306
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
21500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Carbon %) |
- |
3000 |
|
- |
| 4.1(Manganese %) |
- |
3000 |
|
- |
| 4.1(Phosphorus %) |
- |
3000 |
|
- |
| 4.1(Sulphur %) |
- |
3000 |
|
- |
| 4.1(Silicon %) |
- |
3000 |
|
- |
| 4.1( Copper %) |
- |
3000 |
|
- |
| 4.1(Cr) |
- |
3000 |
|
- |
| 4.1(Mo) |
- |
3000 |
|
- |
| 4.1(Ni) |
- |
3000 |
|
- |
| 4.1( Nitrogen%) |
- |
3000 |
|
- |
| 4.1(CE) |
- |
3000 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
3000 |
|
- |
| 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)(Carbon-IS 228) |
- |
3000 |
|
- |
| 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-IS 228) |
- |
3000 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
3000 |
|
- |
| 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) |
- |
3000 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
3000 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
3000 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
3000 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
3000 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
3000 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
3000 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
3000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
3000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
3000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
3000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
3000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
3000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
3000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
500 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
3000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
4000 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
4000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
4000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
4000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
3000 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
2500 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
3000 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
5000 |
|
- |
|
- |
-
- |
| 10 |
National Institute of secondary steel technology
| 9135004
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All Grades/ All Sizes/ All ADesignation |
18000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Carbon %) |
- |
500 |
|
- |
| 4.1(Manganese %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1( Nitrogen%) |
- |
2000 |
|
- |
| 4.1(Ni) |
- |
1500 |
|
- |
| 4.1(Cr) |
- |
1500 |
|
- |
| 4.1(Mo) |
- |
1500 |
|
- |
| 4.1( Ti) |
- |
1500 |
|
- |
| 4.1(V) |
- |
1500 |
|
- |
| 4.1( Nb) |
- |
1500 |
|
- |
| 4.1( Aluminium %) |
- |
1500 |
|
- |
| 4.1( Copper %) |
- |
1500 |
|
- |
| Cl 8.1(UTM) |
- |
1500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
500 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
500 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
500 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
500 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
|
24 Oct, 2028 |
-
- |
| 11 |
Atckon Laboratories LLP, Bahadurgarh
| 8186436
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
ALL DESIGNATION |
16000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
16000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
16000 |
|
- |
| Cl 7.2(Weight) |
- |
16000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
16000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
16000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
16000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
16000 |
|
- |
| Cl 7.2(Weight) |
- |
16000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
16000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
16000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
16000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
16000 |
|
- |
| Cl 8.1(UTM) |
- |
16000 |
|
- |
| Cl 7.2(Weight) |
- |
16000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
16000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
16000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
16000 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
16000 |
|
- |
| 4.1(CE) |
- |
16000 |
|
- |
| 4.1( Nitrogen%) |
- |
16000 |
|
- |
| 4.1(Ni) |
- |
16000 |
|
- |
| 4.1(Mo) |
- |
16000 |
|
- |
| 4.1(Cr) |
- |
16000 |
|
- |
| 4.1( Ti) |
- |
16000 |
|
- |
| 4.1(V) |
- |
16000 |
|
- |
| 4.1( Nb) |
- |
16000 |
|
- |
| 4.1( Aluminium %) |
- |
16000 |
|
- |
| 4.1( Copper %) |
- |
16000 |
|
- |
| 4.1(Silicon %) |
- |
16000 |
|
- |
| 4.1(Sulphur %) |
- |
16000 |
|
- |
| 4.1(Phosphorus %) |
- |
16000 |
|
- |
| 4.1(Manganese %) |
- |
16000 |
|
- |
| 4.1(Carbon %) |
- |
16000 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
16000 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
16000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
16000 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
16000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
16000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
16000 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
16000 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
16000 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
16000 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
16000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
16000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
16000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
16000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
16000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
16000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
16000 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
16000 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
16000 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
16000 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
16000 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
16000 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
16000 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
16000 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
16000 |
|
- |
| 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) |
- |
16000 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
16000 |
|
- |
| 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-IS 228) |
- |
16000 |
|
- |
| 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)(Carbon-IS 228) |
- |
16000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
16000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
16000 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
16000 |
|
- |
| 4.2(Niobium (Nb)) |
- |
16000 |
|
- |
| 4.2(Boron (B)) |
- |
16000 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
16000 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
16000 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
16000 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
16000 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
16000 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
16000 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
16000 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
16000 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
16000 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
16000 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
16000 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
16000 |
|
- |
| Clause 9.4(Rebend Test) |
- |
16000 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
16000 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
16000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
16000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
16000 |
|
- |
| Cl 8.1(UTM) |
- |
16000 |
|
- |
| Cl 7.2(Weight) |
- |
16000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
16000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
16000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
16000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
16000 |
|
- |
| Cl 7.2(Weight) |
- |
16000 |
|
- |
| Cl 8.1(UTM) |
- |
16000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
16000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
16000 |
|
- |
| 13(Identification and marking) |
- |
16000 |
|
- |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
16000 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
16000 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
16000 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
16000 |
|
- |
| 7.1(Specified length) |
- |
16000 |
|
- |
| 9.1(Preparation of test sample) |
- |
16000 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
16000 |
|
- |
| 9.5(Retest) |
- |
16000 |
|
- |
| 12(Inspection) |
- |
16000 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
16000 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
16000 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
16000 |
|
- |
| 1() |
- |
16000 |
|
- |
|
19 Jun, 2028 |
-
Included w.e.f. 09.10.2025 |
| 12 |
Unique Test House LLP
| 9134536
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
FE415,FE415D ,FE500,FE500D,FE550,FE550D,FE600,UP TO28mm |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
For Chemical Test Rs- 800/- per parameter. |
| Cl 9.3(Load In One Direction) |
- |
1500 |
|
... |
| Cl 8.1(UTM) |
- |
1500 |
|
... |
| Cl 7.2(Weight) |
- |
500 |
|
... |
| Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
... |
| Cl 5(Deformations and Surface Characteristics) |
- |
1500 |
|
... |
| 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-IS 228) |
- |
800 |
|
. |
| 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)(Carbon-IS 228) |
- |
800 |
|
... |
| 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)(Phosphorous- IS 228) |
- |
800 |
|
.... |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
200 |
|
..... |
| Cl. 9.3, Table 4(Bend Test ) |
- |
200 |
|
..... |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
500 |
|
.... |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
.... |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
500 |
|
... |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
200 |
|
... |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
100 |
|
.... |
| Cl. 6.1(Nominal Size) |
- |
100 |
|
.... |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
200 |
|
... |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
200 |
|
... |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
100 |
|
... |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
100 |
|
.... |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
100 |
|
.... |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
200 |
|
.... |
|
07 Sep, 2028 |
-
- |
| 13 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
28000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
1000 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1500 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1500 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
15000 |
|
- |
| 4.1(Carbon %) |
- |
500 |
|
- |
| 4.1(Manganese %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
500 |
|
- |
| 4.1( Aluminium %) |
- |
500 |
|
- |
| 4.1( Copper %) |
- |
500 |
|
- |
| 4.1( Nitrogen%) |
- |
500 |
|
- |
| 4.1(CE) |
- |
500 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
500 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
500 |
|
- |
|
24 Jul, 2025 |
-
- |
| 14 |
National Test House (NER) - NTH, Guwahati
| 5169204
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
13000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Carbon %) |
- |
400 |
|
- |
| 4.1(Manganese %) |
- |
300 |
|
- |
| 4.1(Phosphorus %) |
- |
400 |
|
- |
| 4.1(Sulphur %) |
- |
400 |
|
- |
| 4.1(Silicon %) |
- |
300 |
|
- |
| 4.1( Copper %) |
- |
300 |
|
- |
| 4.1( Nb) |
- |
300 |
|
- |
| 4.1(V) |
- |
300 |
|
- |
| 4.1(Cr) |
- |
300 |
|
- |
| 4.1(Mo) |
- |
300 |
|
- |
| 4.1(Ni) |
- |
300 |
|
- |
| 4.1( Nitrogen%) |
- |
300 |
|
- |
| 4.1(CE) |
- |
400 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
400 |
|
- |
| 4.2(Boron (B)) |
- |
300 |
|
- |
| Cl 7.2(Weight) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
700 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
700 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
700 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
700 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1500 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
700 |
|
- |
|
13 Dec, 2027 |
-
- |
| 15 |
PAAM Testing Labs Private Limited, Greater Noida
| 8185506
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
11500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
1000 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
1000 |
|
- |
| 4.1(CE) |
- |
1000 |
|
- |
| 4.1( Nitrogen%) |
- |
500 |
|
- |
| 4.1(Ni) |
- |
500 |
|
- |
| 4.1(Mo) |
- |
500 |
|
- |
| 4.1(Cr) |
- |
500 |
|
- |
| 4.1( Ti) |
- |
500 |
|
- |
| 4.1(V) |
- |
500 |
|
- |
| 4.1( Nb) |
- |
500 |
|
- |
| 4.1( Aluminium %) |
- |
500 |
|
- |
| 4.1( Copper %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1(Manganese %) |
- |
500 |
|
- |
| 4.1(Carbon %) |
- |
500 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
1000 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
1000 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
1000 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
1000 |
|
- |
| 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-IS 228) |
- |
1000 |
|
- |
| 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)(Carbon-IS 228) |
- |
1000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
6000 |
|
- |
| 4.2(Niobium (Nb)) |
- |
500 |
|
- |
| 4.2(Boron (B)) |
- |
500 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
0 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
1000 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
1000 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
1000 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
1000 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
500 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
500 |
|
- |
| Clause 9.4(Rebend Test) |
- |
1000 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
1000 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
500 |
|
- |
| Cl 8.1(UTM) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| 13(Identification and marking) |
- |
500 |
|
- |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
6000 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
500 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
500 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
500 |
|
- |
| 7.1(Specified length) |
- |
500 |
|
- |
| 9.1(Preparation of test sample) |
- |
100 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
1000 |
|
- |
| 9.5(Retest) |
- |
1000 |
|
- |
| 12(Inspection) |
- |
100 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
1000 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
1000 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
1000 |
|
- |
| 1() |
- |
100 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
0 |
|
- |
| 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-IS 228) |
- |
0 |
|
- |
| 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)(Carbon-IS 228) |
- |
0 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
0 |
|
- |
| 4.2(Niobium (Nb)) |
- |
0 |
|
- |
| 4.2(Boron (B)) |
- |
0 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
0 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
0 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
0 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
0 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
0 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
0 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
0 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
0 |
|
- |
| Clause 9.4(Rebend Test) |
- |
0 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
0 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
0 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
| 13(Identification and marking) |
- |
0 |
|
- |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
0 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
0 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
0 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
0 |
|
- |
| 7.1(Specified length) |
- |
0 |
|
- |
| 9.1(Preparation of test sample) |
- |
0 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
0 |
|
- |
| 9.5(Retest) |
- |
0 |
|
- |
| 12(Inspection) |
- |
0 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
0 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
0 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
0 |
|
- |
| 1() |
- |
0 |
|
- |
|
08 May, 2028 |
-
Included w.e.f.07.07.2025 |
| 16 |
Ghaziabad Testing Laboratories Pvt Ltd, Ghaziabad
| 8125006
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All Grades as per IS |
21050.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.3(Load In One Direction) |
- |
1000.00 |
|
For Physical testing with Pull Out test Rs 13600.00, Without Pull Out Rs 6500.00, For Chemical Testing Rs 5950.00 with Nitrogen, Without Nitrogen Rs 2950.00
For Chemical Elemental Analysis by Optical Emission Spectrometer Rs 1500.00 |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl 8.1(UTM) |
- |
0 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl 7.2(Weight) |
- |
0 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl 6.1(Length, Width & Thickness) |
- |
600.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl 5(Deformations and Surface Characteristics) |
- |
6500.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(Sulphur and phosphorous) |
- |
350.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1( Nitrogen%) |
- |
3000.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(Ni) |
- |
300.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(Mo) |
- |
300.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(Cr) |
- |
300.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(V) |
- |
300.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1( Copper %) |
- |
300.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(Sulphur %) |
- |
350.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(Phosphorus %) |
- |
400.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(Manganese %) |
- |
350.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(Carbon %) |
- |
350.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
600.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
500.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
800.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl. 6.1(Nominal Size) |
- |
600.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
600.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
600.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order |
| 4.1(CE) |
- |
1500.00 |
|
G S T 18% extra as applicable presently any change by Govt either increase or decrease will be charged extra at the time of placement of order
Note: Carbon Equivalent by Optical Emission Spectrometer |
|
30 Sep, 2027 |
-
- |
| 17 |
LUCID LABORATORIES PRIVATE LIMITED, HYDERABAD
| 6121636
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
HIGH STRENGTH DEFORMED STEEL BARS |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Carbon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
0 |
|
- |
| 4.1( Copper %) |
- |
0 |
|
- |
| 4.1( Aluminium %) |
- |
0 |
|
- |
| 4.1( Nb) |
- |
0 |
|
- |
| 4.1(V) |
- |
0 |
|
- |
| 4.1( Ti) |
- |
0 |
|
- |
| 4.1(Cr) |
- |
0 |
|
- |
| 4.1(Mo) |
- |
0 |
|
- |
| 4.1( Nitrogen%) |
- |
1500 |
|
- |
| 4.1(CE) |
- |
1000 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
500 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
500 |
|
- |
|
19 Apr, 2028 |
-
- |
| 18 |
JBS TESTING SOLUTIONS PVT LTD (27), JALANDHAR
| 9164606
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
For all sizes and Grades as per IS 1786 |
10800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 6.1(Length, Width & Thickness) |
- |
3000 |
|
For Cl 6 & 7 testing charges |
| Cl 7.2(Weight) |
- |
3000 |
|
For Cl 6 & 7 testing charges |
| Cl 5(Deformations and Surface Characteristics) |
- |
2000 |
|
For Complete Cl 5 |
| Cl 8.1(UTM) |
- |
3000 |
|
For Cl 8 & 9 testing charges, , For Pull out - 8500 |
| Cl 9.3(Load In One Direction) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
| Cl 9.4(Load In Other Direction From Bend) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
3000 |
|
For Cl 8 & 9 testing charges |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
3000 |
|
For Cl 6 & 7 testing charges |
| Cl. 6.1(Nominal Size) |
- |
3000 |
|
For Cl 6 & 7 testing charges |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
2000 |
|
For Complete Cl 5 |
| 4.1(Sulphur and phosphorous) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1(CE) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1( Nitrogen%) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1(Ni) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1(Mo) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1(Cr) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1( Ti) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1(V) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1( Nb) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1( Aluminium %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1( Copper %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1(Silicon %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1(Sulphur %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1(Manganese %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| 4.1(Carbon %) |
- |
2800 |
|
For Complete Chemical Testing, if required |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
2000 |
|
For Complete Cl 5 |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
3000 |
|
For Complete Cl 8 and Cl 9 |
| 5.7(PullOut (Bond Test)) |
- |
11800 |
|
For Pull out test |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
11800 |
|
For Pull out test |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
11800 |
|
For Pull out test |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
11800 |
|
For Pull out test |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
11800 |
|
For Pull out test |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
11800 |
|
For Pull out test |
|
- |
-
- |
| 19 |
QA TESTING LABORATORIES PRIVATE LIMITED, NOIDA
| 8169906
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Fe 500 ,Fe 500D,Fe550,Fe550D |
8800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 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) |
- |
500 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
500 |
|
- |
| 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-IS 228) |
- |
500 |
|
- |
| 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)(Carbon-IS 228) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
300 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
600 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
500 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
500 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
400 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
1000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
500 |
|
- |
|
05 Apr, 2028 |
-
- |
| 20 |
Standard Testing Laboratory Private Limited
| 8170106
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 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)(Carbon-IS 228) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| 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-IS 228) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| 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)(Phosphorous- IS 228) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
Complete Testing Charges Rs 11000 |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl 7.2(Weight) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
Complete Testing Charges Rs 11000 |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
Complete Testing Charges Rs 11000 |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
Complete Testing Charges Rs 11000 |
| Cl. 9.3, Table 4(Bend Test ) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
Complete Testing Charges Rs 11000 |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
1500 |
|
Complete Testing Charges Rs 11000 |
| 4.1(Silicon %) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| 4.1( Aluminium %) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| 4.1( Nb) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| 4.1( Ti) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl. 6.1(Nominal Size) |
- |
500 |
|
Complete Testing Charges Rs 11000 |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
300 |
|
Complete Testing Charges Rs 11000 |
|
10 Apr, 2028 |
-
- |
| 21 |
KRISHNA DIGITAL MATERIAL TESTING LABORATORY LLP, BHOPAL
| 8168706
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Grade- Fe 415, Fe 415D, Fe 415S, Fe 500, Fe 500D, Fe 500S, Fe 550, Fe 550D, Fe 600 / Size- 8 mm, 10 mm, 12 mm, 16 mm, 20 mm, 25 mm, 28 mm, 32 mm, 36 mm, 40 mm |
7750 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 4.3(Visual Inspection.) |
- |
100 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
1500 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
100 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
50 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
50 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
50 |
|
- |
| Cl 8.1(UTM) |
- |
1500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
250 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
250 |
|
- |
| 4.1(Carbon %) |
- |
100 |
|
- |
| 4.1(Sulphur %) |
- |
100 |
|
- |
| 4.1(Phosphorus %) |
- |
100 |
|
- |
| 4.1(CE) |
- |
100 |
|
- |
| 4.1(Manganese %) |
- |
100 |
|
- |
| 4.1(Cr) |
- |
100 |
|
- |
| 4.1(Mo) |
- |
100 |
|
- |
| 4.1(V) |
- |
100 |
|
- |
| 4.1(Ni) |
- |
100 |
|
- |
| 4.1( Copper %) |
- |
100 |
|
- |
| 4.1( Aluminium %) |
- |
100 |
|
- |
| 4.1( Nb) |
- |
100 |
|
- |
| 4.2(Boron (B)) |
- |
100 |
|
- |
| 4.1( Ti) |
- |
100 |
|
- |
| 4.1( Nitrogen%) |
- |
100 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
100 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
100 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
100 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
100 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
100 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
100 |
|
- |
| 4.1(Silicon %) |
- |
100 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
200 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
100 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
150 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
100 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
200 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
200 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
150 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
100 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
100 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
50 |
|
- |
| Cl 7.2(Weight) |
- |
50 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
150 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
150 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
0 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
0 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
0 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
0 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
0 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| 4.2(Boron (B)) |
- |
0 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
0 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
0 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
0 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
0 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
0 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
0 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
0 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
0 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
0 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
0 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| 4.2(Boron (B)) |
- |
0 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
0 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
0 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
0 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
0 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
0 |
|
- |
|
19 Aug, 2027 |
-
Included w.e.f 24.04.2025 |
| 22 |
BUNITECH METALLURGICAL SERVICES PRIVATE LIMITED
| 7188906
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Grade-(Fe 415, Fe 415D, Fe 415S Fe 500, Fe 500D, Fe 500S Fe 550, Fe 550D Fe 600 Fe 650 Fe 700) & (Dia.-6 to 25 mm) |
15800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
For BIS samples: 1.5 times of BIS testing charges, For others:Rs.15,800/- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
300 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
300 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 7.2(Weight) |
- |
300 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
300 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
300 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
100 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
500 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
500 |
|
- |
| 4.1(CE) |
- |
500 |
|
- |
| 4.1( Nitrogen%) |
- |
500 |
|
- |
| 4.1(Ni) |
- |
500 |
|
- |
| 4.1(Mo) |
- |
500 |
|
- |
| 4.1(Cr) |
- |
500 |
|
- |
| 4.1( Ti) |
- |
500 |
|
- |
| 4.1(V) |
- |
500 |
|
- |
| 4.1( Nb) |
- |
500 |
|
- |
| 4.1( Aluminium %) |
- |
500 |
|
- |
| 4.1( Copper %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1(Manganese %) |
- |
500 |
|
- |
| 4.1(Carbon %) |
- |
500 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
400 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
400 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
300 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
100 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
100 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1001 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
500 |
|
- |
| 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)(Carbon-IS 228) |
- |
500 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
1000 |
|
- |
| 4.2(Niobium (Nb)) |
- |
500 |
|
- |
| 4.2(Boron (B)) |
- |
500 |
|
- |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
500 |
|
- |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
500 |
|
- |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
0 |
|
- |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
1000 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
100 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
100 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
500 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
200 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
0 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
0 |
|
- |
| Clause 9.4(Rebend Test) |
- |
400 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
100 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
1000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
300 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
100 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
100 |
|
- |
| Cl 7.2(Weight) |
- |
300 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| 13(Identification and marking) |
- |
0 |
|
- |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
1000 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
100 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
500 |
|
- |
| 4.3(Rolling and cold working of bars/wire) |
- |
0 |
|
- |
| 7.1(Specified length) |
- |
100 |
|
- |
| 9.1(Preparation of test sample) |
- |
0 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
1000 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
500 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
500 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
500 |
|
- |
| 1() |
- |
0 |
|
- |
| 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-IS 228) |
- |
500 |
|
- |
| 9.5(Retest) |
- |
0 |
|
- |
| 12(Inspection) |
- |
0 |
|
- |
|
24 Oct, 2028 |
-
- |
| 23 |
DVG Laboratories & Consultants Pvt Ltd
| 8193306
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Fe 415, Fe 415D, Fe 415S Fe 500, Fe 500D, Fe 500S Fe 550, Fe 550D Fe 600 Fe 650 Fe 700 |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
800 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
1000 |
|
- |
| 4.1(Sulphur %) |
- |
800 |
|
- |
| 4.1(Phosphorus %) |
- |
800 |
|
- |
| 4.1(Carbon %) |
- |
800 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
800 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
800 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1000 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
- |
| 4.1( Nitrogen%) |
- |
800 |
|
- |
| 4.1(Ni) |
- |
800 |
|
- |
| 4.1(Mo) |
- |
800 |
|
- |
| 4.1(Cr) |
- |
800 |
|
- |
| 4.1( Ti) |
- |
800 |
|
- |
| 4.1(V) |
- |
800 |
|
- |
| 4.1( Nb) |
- |
800 |
|
- |
| 4.1( Aluminium %) |
- |
800 |
|
- |
| 4.1( Copper %) |
- |
800 |
|
- |
| 4.1(Silicon %) |
- |
800 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
1000 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
1000 |
|
- |
| 4.2(Niobium (Nb)) |
- |
1000 |
|
- |
| 4.2(Boron (B)) |
- |
1000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
1000 |
|
- |
|
10 Dec, 2028 |
-
Cl 5.1 Pull out test |
| 24 |
QA TESTING LABORATORIES PRIVATE LIMITED LUCKNOW
| 9192006
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
600 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
| 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)(Carbon-IS 228) |
- |
500 |
|
- |
| 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-IS 228) |
- |
500 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| 5.7(PullOut (Bond Test)) |
- |
1000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
500 |
|
- |
|
- |
-
- |
| 25 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All |
21000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
2000 |
|
None |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
None |
| Cl 8.1(UTM) |
- |
3000 |
|
None |
| Cl 7.2(Weight) |
- |
750 |
|
None |
| Cl 6.1(Length, Width & Thickness) |
- |
750 |
|
None |
| Cl 5(Deformations and Surface Characteristics) |
- |
10000 |
|
Deformations and Surface Characteristics (Pull Out Test) |
| 4.1(Carbon %) |
- |
500 |
|
Carbon |
| 4.1(Manganese %) |
- |
500 |
|
Manganese |
| 4.1(Sulphur %) |
- |
500 |
|
Sulphur |
| 4.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
| 4.1( Nitrogen%) |
- |
1500 |
|
Nitrogen |
| 4.1(Silicon %) |
- |
500 |
|
Silicon |
| 4.1(Ni) |
- |
1500 |
|
Nickle |
| 4.1(Cr) |
- |
750 |
|
Chromium |
| 4.1(Mo) |
- |
750 |
|
Molybdenum |
| 4.1( Copper %) |
- |
750 |
|
Copper |
| 4.1(V) |
- |
1500 |
|
Vanadium |
| 4.1( Ti) |
- |
1500 |
|
Titanium |
| 4.1( Nb) |
- |
1500 |
|
Niobium |
| 4.1( Aluminium %) |
- |
500 |
|
Aluminium |
| 4.1(Sulphur and phosphorous) |
- |
500 |
|
Sulphur and Phosphorous |
| 4.1(CE) |
- |
500 |
|
Carbon Equivalent |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
2000 |
|
Rebend Test |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
Bend Test |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
3000 |
|
Tensile Test |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
750 |
|
Nominal Mass |
| Cl. 6.1(Nominal Size) |
- |
750 |
|
Nominal Size (Specified Length) |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
TS /YS Ratio |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
Mean area of ribs/unit length |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
Mean projected area of transverse ribs |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
3000 |
|
Yield Stress |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
3000 |
|
Elongation |
| Cl 6.1(Length, Width & Thickness) |
- |
3000 |
|
Maximum Extension |
| Cl 8.1(UTM) |
- |
3000 |
|
Elongation at maximum Force |
| Cl 7.2(Weight) |
- |
1000 |
|
Ribs Contributing to Projected Area |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
Gross Cross Sectional Area |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
Visual Inspection |
| Cl. 4.3(Visual Inspection.) |
- |
1000 |
|
Visual Inspection |
| 5.7(PullOut (Bond Test)) |
- |
5000 |
|
Pull Out |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
3000 |
|
Total elongation at maximum force |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
3000 |
|
Maximum Extension |
| Cl. 5.2(Surface Characteristics) |
- |
1000 |
|
Surface Characteristics |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
750 |
|
Gross Cross Sectional Area |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
1000 |
|
The ribs contributing the projected area - Longitudinal Ribs |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
1000 |
|
The ribs contributing the projected area - Transverse Ribs |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
1000 |
|
TS/YS Ratio |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
1000 |
|
Date of casting of concrete cubes |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
1000 |
|
Date of testing of concrete cubes |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
1000 |
|
Average compressive strength of cubes at 28 days |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
5000 |
|
Bond Strength at 0.25 mm slip |
|
18 Dec, 2027 |
-
- |
| 26 |
MICRO, SMALL & MEDIUM ENTERPRISES - TESTING CENTRE (MSME), KOLKATA
| 5108204
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Fe 415, Fe 415D, Fe 415S; Fe 500, Fe 500D, Fe 500S; |
23213 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8.1(UTM) |
- |
1600 |
|
Test charge for Cl. 9.2, 9.3 & 9.4, Table 3, Table 4 Tensile strength , Elongation % Rs. 1600 |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
10000 |
|
- |
| Cl 7.2(Weight) |
- |
600 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1600 |
|
Test charge for Cl. 9.2, 9.3 & 9.4, Table 3, Table 4 Tensile strength , Elongation % Rs. 1600 |
| Clause 9.4(Rebend Test) |
- |
1800 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1400 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
1600 |
|
Test charge for Cl. 9.2, 9.3 & 9.4, Table 3, Table 4 Tensile strength , Elongation % Rs. 1600 |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1600 |
|
Test charge for Cl. 9.2, 9.3 & 9.4, Table 3, Table 4 Tensile strength , Elongation % Rs. 1600 |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1600 |
|
Test charge for Cl. 9.2, 9.3 & 9.4, Table 3, Table 4 Tensile strength , Elongation % Rs. 1600 |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
1600 |
|
Test charge for Cl. 9.2, 9.3 & 9.4, Table 3, Table 4 Tensile strength , Elongation % Rs. 1600 |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
1250 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
5000 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
5000 |
|
- |
| 4.1(CE) |
- |
5000 |
|
- |
| 4.1( Nitrogen%) |
- |
5000 |
|
- |
| 4.1(Ni) |
- |
5000 |
|
- |
| 4.1(Mo) |
- |
5000 |
|
- |
| 4.1(Cr) |
- |
5000 |
|
- |
| 4.1( Ti) |
- |
5000 |
|
- |
| 4.1(V) |
- |
5000 |
|
- |
| 4.1( Nb) |
- |
5000 |
|
- |
| 4.1( Aluminium %) |
- |
5000 |
|
- |
| 4.1( Copper %) |
- |
5000 |
|
- |
| 4.1(Silicon %) |
- |
5000 |
|
- |
| 4.1(Sulphur %) |
- |
5000 |
|
- |
| 4.1(Phosphorus %) |
- |
5000 |
|
- |
| 4.1(Manganese %) |
- |
5000 |
|
- |
| 4.1(Carbon %) |
- |
5000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
5000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
5000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
5000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
5000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
5000 |
|
- |
| 4.2(Niobium (Nb)) |
- |
5000 |
|
- |
| 4.2(Boron (B)) |
- |
5000 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
5000 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
5000 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
5000 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
1600 |
|
Test charge for Cl. 9.2, 9.3 & 9.4, Table 3, Table 4 Tensile strength , Elongation % Rs. 1600 |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
|
- |
-
- |
| 27 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
35500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl 9.3(Load In One Direction) |
- |
1500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl 7.2(Weight) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl 5(Deformations and Surface Characteristics) |
- |
10000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(Sulphur and phosphorous) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(CE) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1( Nitrogen%) |
- |
2000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(Ni) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(Mo) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(Cr) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1( Ti) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(V) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1( Nb) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1( Aluminium %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1( Copper %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(Sulphur %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(Phosphorus %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(Manganese %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.1(Carbon %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
0 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
2000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
2000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 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) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 5.7(PullOut (Bond Test)) |
- |
10000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.2(Niobium (Nb)) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 4.2(Boron (B)) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Cl. 5.2(Surface Characteristics) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| Clause 6.3(Effective Cross-sectional Area) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
| 5.7(Pull-out test - IS:2770(P1)) |
- |
10000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
|
17 Jun, 2027 |
-
- |
| 28 |
MSME TESTING CENTRE, CHENNAI
| 6106704
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All type |
14500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
0 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
0 |
|
- |
| 4.1(CE) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
600 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
8400 |
|
- |
| 4.1(Ni) |
- |
500 |
|
- |
| 4.1(Mo) |
- |
500 |
|
- |
| 4.1(Cr) |
- |
500 |
|
- |
| 4.1( Ti) |
- |
500 |
|
- |
| 4.1(V) |
- |
500 |
|
- |
| 4.1( Nb) |
- |
500 |
|
- |
| 4.1( Aluminium %) |
- |
500 |
|
- |
| 4.1( Copper %) |
- |
500 |
|
- |
| 4.1(Silicon %) |
- |
500 |
|
- |
| 4.1(Sulphur %) |
- |
500 |
|
- |
| 4.1(Phosphorus %) |
- |
500 |
|
- |
| 4.1(Manganese %) |
- |
500 |
|
- |
| 4.1(Carbon %) |
- |
500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
600 |
|
- |
| Cl 8.1(UTM) |
- |
1200 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1200 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1200 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
0 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
600 |
|
- |
| 4.1( Nitrogen%) |
- |
600 |
|
- |
|
31 Dec, 2026 |
-
- |
| 29 |
S.B.Steels Company, Bally
| 5120906
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
38750.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7.2(Weight) |
- |
500.00 |
|
15% discount for BIS. |
| Cl 6.1(Length, Width & Thickness) |
- |
500.00 |
|
15% discount for BIS. |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
500.00 |
|
15% discount for BIS. |
| Cl. 9.3, Table 4(Bend Test ) |
- |
500.00 |
|
15% discount for BIS. |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
250.00 |
|
15% discount for BIS. |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500.00 |
|
15% discount for BIS. |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
250.00 |
|
15% discount for BIS. |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
250.00 |
|
15% discount for BIS. |
| Cl. 6.1(Nominal Size) |
- |
250.00 |
|
15% discount for BIS. |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
2000.00 |
|
15% discount for BIS. |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
500.00 |
|
15% discount for BIS. |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
1000.00 |
|
15% discount for BIS. |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
750.00 |
|
15% discount for BIS. |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
500.00 |
|
15% discount for BIS. |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
1500.00 |
|
15% discount for BIS. |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
500.00 |
|
15% discount for BIS. |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
500.00 |
|
15% discount for BIS. |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
500.00 |
|
15% discount for BIS. |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
15% discount for BIS. |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
15% discount for BIS. |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
15% discount for BIS. |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
15% discount for BIS. |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500.00 |
|
15% discount for BIS. |
| 5.7(PullOut (Bond Test)) |
- |
25000.00 |
|
15% discount for BIS. |
|
06 Sep, 2027 |
-
- |
| 30 |
Gravitas Laboratories Private Limited, Greater Noida
| 8182606
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All Grade |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
6500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
6500 |
|
- |
| Cl 7.2(Weight) |
- |
6500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
6500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
6500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
6500 |
|
- |
| Cl 7.2(Weight) |
- |
6500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
6500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
6500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
6500 |
|
- |
| Cl 8.1(UTM) |
- |
6500 |
|
- |
| Cl 7.2(Weight) |
- |
6500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
6500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
6000 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
6000 |
|
- |
| 4.1(CE) |
- |
6000 |
|
- |
| 4.1( Nitrogen%) |
- |
6000 |
|
- |
| 4.1(Ni) |
- |
6000 |
|
- |
| 4.1(Mo) |
- |
6000 |
|
- |
| 4.1(Cr) |
- |
6000 |
|
- |
| 4.1( Ti) |
- |
6000 |
|
- |
| 4.1(V) |
- |
6000 |
|
- |
| 4.1( Nb) |
- |
6000 |
|
- |
| 4.1( Aluminium %) |
- |
6000 |
|
- |
| 4.1( Copper %) |
- |
6000 |
|
- |
| 4.1(Silicon %) |
- |
6000 |
|
- |
| 4.1(Sulphur %) |
- |
6000 |
|
- |
| 4.1(Phosphorus %) |
- |
6000 |
|
- |
| 4.1(Manganese %) |
- |
6000 |
|
- |
| 4.1(Carbon %) |
- |
6000 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
6500 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
6500 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
6500 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
6500 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
6500 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
6500 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
6500 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
6500 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
6000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
6000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
6000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
6000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
6000 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
6000 |
|
- |
| 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) |
- |
6000 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
6000 |
|
- |
| 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-IS 228) |
- |
6000 |
|
- |
| 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)(Carbon-IS 228) |
- |
6000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
6500 |
|
- |
| 4.2(Niobium (Nb)) |
- |
6500 |
|
- |
| 4.2(Boron (B)) |
- |
6500 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
6500 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
6500 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
6500 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
6500 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
6500 |
|
- |
| Clause 9.4(Rebend Test) |
- |
6500 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
6500 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
6500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
6500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
6500 |
|
- |
| Cl 8.1(UTM) |
- |
6500 |
|
- |
| Cl 7.2(Weight) |
- |
6500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
6500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
6500 |
|
- |
| Cl 7.2(Weight) |
- |
6500 |
|
- |
| Cl 8.1(UTM) |
- |
6500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
6500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
6500 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
6500 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
6500 |
|
- |
| 7.1(Specified length) |
- |
6500 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
6500 |
|
- |
| 9.5(Retest) |
- |
6500 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
6000 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
6000 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
6000 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
6000 |
|
- |
| 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) |
- |
6000 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
6000 |
|
- |
| 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-IS 228) |
- |
6000 |
|
- |
| 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)(Carbon-IS 228) |
- |
6000 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
6500 |
|
- |
| 4.2(Niobium (Nb)) |
- |
6000 |
|
- |
| 4.2(Boron (B)) |
- |
6000 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
6500 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
6500 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
6500 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
6500 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
6500 |
|
- |
| Clause 9.4(Rebend Test) |
- |
6500 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
6500 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
6500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
6500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
6500 |
|
- |
| Cl 8.1(UTM) |
- |
6500 |
|
- |
| Cl 7.2(Weight) |
- |
6500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
6500 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
6500 |
|
- |
| Cl 7.2(Weight) |
- |
6500 |
|
- |
| Cl 8.1(UTM) |
- |
6500 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
6500 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
6500 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
6500 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
6500 |
|
- |
| 7.1(Specified length) |
- |
6500 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
6500 |
|
- |
| 9.5(Retest) |
- |
6500 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
6000 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
6000 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
6000 |
|
- |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
6500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
6500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
6500 |
|
- |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
6500 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
6500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
6500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
6500 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
6500 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
6500 |
|
- |
| 13(Identification and marking) |
- |
0 |
|
- |
| 9.1(Preparation of test sample) |
- |
0 |
|
- |
| 12(Inspection) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
6500 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
6500 |
|
- |
| Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
0 |
|
- |
| Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 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)(Phosphorous- IS 228) |
- |
0 |
|
- |
| 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-IS 228) |
- |
0 |
|
- |
| 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)(Carbon-IS 228) |
- |
0 |
|
- |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
0 |
|
- |
| 4.2(Niobium (Nb)) |
- |
0 |
|
- |
| 4.2(Boron (B)) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
0 |
|
- |
| Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
0 |
|
- |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
0 |
|
- |
| Cl. 4.3(Visual Inspection.) |
- |
0 |
|
- |
| Clause 9.4(Rebend Test) |
- |
0 |
|
- |
| Clause 6.3(Effective Cross-sectional Area) |
- |
0 |
|
- |
| Clause 8.1(Table 3)(Total Elongation at Maximum Force) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
- |
| Cl 7.2(Weight) |
- |
0 |
|
- |
| Cl 8.1(UTM) |
- |
0 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
0 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
0 |
|
- |
| 7.0 & 7.1(Specified lengths - SOP MT-23) |
- |
0 |
|
- |
| 8.0 & 8.1("Total elongation at maximum force on
5.65 vSo mm GL.
") |
- |
0 |
|
- |
| 7.1(Specified length) |
- |
0 |
|
- |
| 9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
0 |
|
- |
| 9.5(Retest) |
- |
0 |
|
- |
| Clause 4.2 Note 2, Amendment 1 & 3(Nb+V+B+Ti) |
- |
0 |
|
- |
| Clause 4.2 Note 3, Amendment 1 & 3(Cr+Cu+Ni+Mo+P) |
- |
0 |
|
- |
| Clause 4.2, Amendment 3 Note 4("In order to ascertain whether sufficient quantities of nitrogen binding elements are present, following formula may be used, where all elements are in ppm.
(N−120)< (Al free/10)+((Ti+V)/7)+(Nb/14)") |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl. 5.2(Surface Characteristics) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
0 |
|
- |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
0 |
|
- |
| 13(Identification and marking) |
- |
0 |
|
- |
| 9.1(Preparation of test sample) |
- |
0 |
|
- |
| 12(Inspection) |
- |
0 |
|
- |
| Cl 5(Deformations and Surface Characteristics) |
- |
0 |
|
- |
|
- |
-
Included w.e.f.23.07.2025
Exclusion:- 5.7 (PullOut (Bond Test)) |
