| 181 |
IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
NA |
12500 View breakup
Rs.12500/- for Coarse Aggregate, Rs.9000/- for fine aggregate
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
600 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
600 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.4.2(a)( Aggregates Impact Value) |
- |
600 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.4.2(b)( Aggregates Impact Value) |
- |
600 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.4.3(a)( Aggregate Abrasion Value) |
- |
400 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.4.3(b)( Aggregate Abrasion Value) |
- |
400 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
275 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
275 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
275 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
275 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 7.2(Bulk Density loose) |
- |
275 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 7.2(Bulk Density Rodded) |
- |
275 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.3(Flakiness Index) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.3(Elongation Index) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.3(Flakiness & Elongation) |
- |
1000 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
2000 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
2000 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate)) |
- |
1200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
1200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate)) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent ) |
- |
500 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| Clause 5.6(Nature of Aggregate) |
- |
400 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| Clause 5.6(Dissolved Silica) |
- |
400 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| Clause 5.6(Reduction in Alkalinity) |
- |
400 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
1000 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
1000 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| 5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
200 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
| Clause 5.1(General) |
- |
1000 |
|
FOR COARSE AGGREGATE 12500/- & FOR FINE AGGREGATE 9000/- |
|
31 Dec, 2026 |
- - |
| 182 |
IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
M-30;M-35;M-40;M-50;M-55 |
25500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.2(Physical requirement) |
- |
333.33 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.1.3(Physical requirement) |
- |
333.33 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.1.4(Physical requirement) |
- |
333.33 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
350 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
3000 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
2250 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
2250 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
3000 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
3000 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
2250 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
2250 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen )) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| Annex-G-7(AVERAGE BREAKING LOAD) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
|
31 Dec, 2026 |
- - |
| 183 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
fe415,415d,415s,500,500d,500s,550,550d,600 |
38500 View breakup
Pull out Test-Rs.20000/-, Micro alloying elements-Rs.8500-, for Physical test-Rs.10000/- (15% discount to BIS)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8.1(UTM) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl 5(Deformations and Surface Characteristics) |
- |
6666.66 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl 6.1(Length, Width & Thickness) |
- |
0 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl 7.2(Weight) |
- |
0 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(Sulphur and phosphorous) |
- |
0 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(CE) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1( Nitrogen%) |
- |
2000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(Ni) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(Mo) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(Cr) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1( Ti) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(V) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1( Nb) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1( Aluminium %) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1( Copper %) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(Silicon %) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(Sulphur %) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(Phosphorus %) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(Manganese %) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| 4.1(Carbon %) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
0 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
2000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
0 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1500 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
0 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl. 6.1(Nominal Size) |
- |
0 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
6666.66 |
|
FOR BIS SAMPLES:15% DISCOUNT |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
6666.66 |
|
FOR BIS SAMPLES:15% DISCOUNT |
|
31 Dec, 2026 |
- - |
| 184 |
IS 2830 (2012) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
C15C18C20C15MMnC18MMnC20MMnC15HMnC18HMnC20HMnC25HMn |
23900 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9(Workmanship) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| Cl 10.1.a)(Workmanship) |
- |
5000 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| Cl 10.1.b)(Workmanship) |
- |
5000 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| Cl 10.2(Press) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| Cl 10.3(Workmanship) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| Cl 11(Length, Width & Thickness) |
- |
1000 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1(Carbon %) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1(Manganese %) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1(Phosphorus %) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1(Sulphur %) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1(Silicon %) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1( Copper %) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1( Aluminium %) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1( Nb) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1(V) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1( Ti) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1(Cr) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1(Mo) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1(Ni) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
| 6.1( Nitrogen%) |
- |
2000 |
|
FOR BIS SAMPLES-ADDITIONAL 25% DISCOUNT |
|
31 Dec, 2026 |
- - |
| 185 |
IS 2831 (2012) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into structural steel (Ordinary Quality) - Specification (Fourth Revision) |
C8;C15;C22 |
23400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.1, Table 1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
2000 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
800 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| Cl. 6.1, Table 1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| 9( FREEDOM FROM DEFECTS) |
- |
500 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| 10.1.a)( Macro examination IS 11371) |
- |
5000 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| 10.1.b)( Sulphur print tests IS 12037) |
- |
5000 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
| 11 & 12(DIMENSIONS and Tolerances) |
- |
1000 |
|
FOR BIS SAMPLES-ADDITIONAL 25%DISCOUNT
GST WILL BE CHARGED EXTRA @18% |
|
31 Dec, 2026 |
- - |
| 186 |
IS 18471 : Part 1 (2023) |
Fasteners � Cross Recessed Drilling Screws with Tapping Screw Thread Part 1 Pan Head |
Fasteners � Cross Recessed Drilling . |
20600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause. 3.0(Dimenssions.) |
- |
2000 |
|
- |
| Clause. 3.0(Dimenssions.) |
- |
2000 |
|
- |
| Clause. 3.0(Thread size.) |
- |
1000 |
|
- |
| Clause. 3.0(Length) |
- |
1000 |
|
- |
| Clause. 4.0(Material) |
- |
6000 |
|
- |
| Clause. 4.0(Thread) |
- |
1000 |
|
- |
| Clause. 4.0(Cross recesses) |
- |
1000 |
|
- |
| Clause. 4.0(Mechnical and functional properties.) |
- |
5000 |
|
- |
| Clause. 4.0(Finish) |
- |
1500 |
|
- |
| Clause. 4.0(Acceptability) |
- |
1000 |
|
- |
| Clause.5.0(Designation) |
- |
1000 |
|
- |
| Clause.5.0(Marking) |
- |
100 |
|
- |
| Clause. 3.0(Dimenssions.) |
- |
- |
|
- |
| Clause. 3.0(Dimenssions.) |
- |
- |
|
- |
| Clause. 3.0(Thread size.) |
- |
- |
|
- |
| Clause. 3.0(Length) |
- |
- |
|
- |
| Clause. 4.0(Material) |
- |
- |
|
- |
| Clause. 4.0(Thread) |
- |
- |
|
- |
| Clause. 4.0(Cross recesses) |
- |
- |
|
- |
| Clause. 4.0(Mechnical and functional properties.) |
- |
- |
|
- |
| Clause. 4.0(Finish) |
- |
- |
|
- |
| Clause. 4.0(Acceptability) |
- |
- |
|
- |
| Clause.5.0(Designation) |
- |
- |
|
- |
| Clause.5.0(Marking) |
- |
- |
|
- |
|
31 Dec, 2026 |
- Included w.e.f 24.04.2024 |
| 187 |
IS 18508 (2024) |
Chipboard Screws � Specification |
Chipboard Screws MS,SS, BRASS |
21100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause. 4.0(Dimenssions.) |
- |
2000 |
|
- |
| Clause. 4.0(Thread size.) |
- |
2000 |
|
- |
| Clause. 4.0(Length) |
- |
1000 |
|
- |
| Clause. 5.0(Material) |
- |
6000 |
|
- |
| Clause. 5.0(Cross Recess) |
- |
1500 |
|
- |
| Clause. 5.0(Tolerances) |
- |
500 |
|
- |
| Clause. 5.0(Surface Condition) |
- |
1500 |
|
- |
| Clause. 5.0(Surface Coating) |
- |
1000 |
|
- |
| Clause.6.0(Acceptability) |
- |
1000 |
|
- |
| Clause.6.0(Torque Testing) |
- |
2500 |
|
- |
| CClause.7.0(Hardness) |
- |
1500 |
|
- |
| Clause.8.0(Designation) |
- |
500 |
|
- |
| Clause.9.0(Marking) |
- |
100 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f 24.04.2024 |
| 188 |
IS 18476 (2023) |
Fasteners � Hexagon Washer Head Drilling Screws with Tapping Screw Thread |
- |
20800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause. 4.0(Dimenssions.) |
- |
2000 |
|
- |
| Clause. 4.0(Thread size.) |
- |
2000 |
|
- |
| Clause. 4.0(Length) |
- |
1000 |
|
- |
| Clause. 5.0(Material) |
- |
6000 |
|
- |
| Clause. 5.0(Thread) |
- |
1000 |
|
- |
| Clause. 5.0(Tolerances) |
- |
1000 |
|
- |
| Clause. 5.0(Mechnical and functional properties.) |
- |
5000 |
|
- |
| Clause. 5.0(Finish) |
- |
2000 |
|
- |
| Clause. 5.0(Acceptability) |
- |
500 |
|
- |
| Clause.6.0(Designation) |
- |
200 |
|
- |
| Clause.6.0(Marking) |
- |
100 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f 24.04.2024 |
| 189 |
IS 7283 (1992) |
Hot - Rolled bars for the production of bright bars and machined parts for engineering applications specification (First Revision) |
Bars and Coils |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 6(Workmanship) |
- |
100 |
|
- |
| Cl 7(Diameter & Out Of Round) |
- |
300 |
|
- |
| Cl 8(Decarburization) |
- |
1000 |
|
- |
| Cl 9(Inclusion) |
- |
500 |
|
- |
| Cl 10(Hardenability) |
- |
1000 |
|
- |
| Cl 11(Size) |
- |
2000 |
|
- |
| Cl 6(Workmanship) |
- |
100 |
|
- |
| Cl 7(Diameter & Out Of Round) |
- |
300 |
|
- |
| Cl 8(Decarburization) |
- |
1000 |
|
- |
| Cl 9(Inclusion) |
- |
500 |
|
- |
| Cl 10(Hardenability) |
- |
1000 |
|
- |
| Cl 11(Size) |
- |
2000 |
|
- |
| Cl 6(Workmanship) |
- |
100 |
|
- |
| Cl 7(Diameter & Out Of Round) |
- |
300 |
|
- |
| Cl 8(Decarburization) |
- |
1000 |
|
- |
| Cl 9(Inclusion) |
- |
500 |
|
- |
| Cl 10(Hardenability) |
- |
1000 |
|
- |
| Cl 11(Size) |
- |
2000 |
|
- |
| Cl 6(Workmanship) |
- |
100 |
|
- |
| Cl 7(Diameter & Out Of Round) |
- |
300 |
|
- |
| Cl 8(Decarburization) |
- |
1000 |
|
- |
| Cl 9(Inclusion) |
- |
500 |
|
- |
| Cl 10(Hardenability) |
- |
1000 |
|
- |
| Cl 11(Size) |
- |
2000 |
|
- |
| Cl 6(Workmanship) |
- |
100 |
|
- |
| Cl 7(Diameter & Out Of Round) |
- |
300 |
|
- |
| Cl 8(Decarburization) |
- |
1000 |
|
- |
| Cl 9(Inclusion) |
- |
500 |
|
- |
| Cl 10(Hardenability) |
- |
1000 |
|
- |
| Cl 11(Size) |
- |
2000 |
|
- |
| Cl 6(Workmanship) |
- |
100 |
|
- |
| Cl 7(Diameter & Out Of Round) |
- |
300 |
|
- |
| Cl 8(Decarburization) |
- |
1000 |
|
- |
| Cl 9(Inclusion) |
- |
500 |
|
- |
| Cl 10(Hardenability) |
- |
1000 |
|
- |
| Cl 11(Size) |
- |
2000 |
|
- |
| Cl 5(Material Test) |
- |
6000 |
|
- |
| 5, 5.1, 5.2(Chemical Composition - Carbon) |
- |
500 |
|
- |
| 5, 5.1, 5.2(Chemical Composition - Sulphur) |
- |
500 |
|
- |
| 5, 5.1, 5.2(Chemical Composition - Phosphorus) |
- |
500 |
|
- |
| 5, 5.1, 5.2(Chemical Composition - Manganese) |
- |
500 |
|
- |
| 5, 5.1, 5.2(Chemical Composition - Silicon) |
- |
500 |
|
- |
| 5, 5.1, 5.2(Chemical Composition - Nickel) |
- |
500 |
|
- |
| 5, 5.1, 5.2(Copper) |
- |
500 |
|
- |
| 5, 5.1, 5.2(Chromium) |
- |
500 |
|
- |
| 5, 5.1, 5.2(Chemical Composition - Lead) |
- |
500 |
|
- |
| 5, 5.1, 5.2(Chemical Composition - Nitrogen) |
- |
1500 |
|
- |
| Cl 11(Size) |
- |
2000 |
|
- |
| Cl 10(Hardenability) |
- |
1000 |
|
- |
| Cl 9(Inclusion) |
- |
500 |
|
- |
| Cl 8(Decarburization) |
- |
1000 |
|
- |
| Cl 7(Diameter & Out Of Round) |
- |
300 |
|
- |
| Cl 6(Workmanship) |
- |
100 |
|
- |
| 11(Grain Size) |
- |
2000 |
|
- |
| Cl 6(Workmanship) |
- |
100 |
|
- |
| 7(Diameter & Out Of Round) |
- |
300 |
|
- |
| Cl 8(Decarburization) |
- |
1000 |
|
- |
| Cl 9(Inclusion) |
- |
500 |
|
- |
| Cl 10(Hardenability) |
- |
1000 |
|
- |
| Cl 11(Size) |
- |
2000 |
|
- |
| 14(Marking) |
- |
100 |
|
- |
| 14(Marking) |
- |
100 |
|
- |
| 14(Marking) |
- |
100 |
|
- |
| 14(Marking) |
- |
100 |
|
- |
| 5(Material - IS 7283) |
- |
6000 |
|
- |
| 7.3(Dimensional Cutting -IS 7283) |
- |
300 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f 22.04.2024 |
| 190 |
IS 617 (1994) |
Cast aluminium and its alloys - Ingots and castings for general engineering purposes - Specification (Third Revision) |
- |
14900 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9(TOLERANCES ON DIMENSIONS OF CASTINGS) |
- |
100 |
|
- |
| 7(FREEDOM FROM DEFECTS) |
- |
100 |
|
- |
| 6.2(Hardness) |
- |
500 |
|
- |
| 6, Table 2.(MECHANICAL PROPERTIES OF CASTINGS) |
- |
1000 |
|
- |
| 5, Table 1.(Chemical Composition) |
- |
12800 |
|
- |
| 17(Marking) |
- |
100 |
|
- |
| 11() |
- |
200 |
|
- |
| 11(Pressure Test) |
- |
200 |
|
- |
| 17(Marking) |
- |
100 |
|
- |
| 11(Pressure Test) |
- |
200 |
|
- |
| 11(Pressure Test - IS 617) |
- |
200 |
|
- |
| 13(Marking) |
- |
100 |
|
- |
| Table-1, Clause - 5.1(Copper) |
- |
800 |
|
- |
| Table-1, Clause - 5.1(Iron) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Magnesium) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Manganese) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Tin) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Silicon) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Nickel) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Zinc) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Other elements (each)) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Other elements (Total)) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Aluminium) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Titanium) |
- |
1000 |
|
- |
| Table-1, Clause - 5.1(Lead) |
- |
1000 |
|
- |
|
31 Dec, 2026 |
- - |
| 191 |
IS 1363 : Part 2 (2018) |
Hexagon Head Bolts, Screws and Nuts of Product Grade ‘C’ Part 2 Hexagon Head Screws ( Size Range M 5 to M 64 ) ( Fifth Revision ) |
M5-M64 |
17000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 5(Designation) |
- |
100 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 4(General requirements) |
- |
1000 |
|
- |
| Cl. 4(Thread) |
- |
2000 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
12000 |
|
- |
| Cl. 5(Finish - Coating Ref. ISO 4042 & ISO 10683) |
- |
2900 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 3, Table 1 & 2(Dimensions) |
- |
7000 |
|
- |
| Cl. 4(General requirements) |
- |
100 |
|
- |
| Cl. 4(General requirements) |
- |
100 |
|
- |
| Cl. 4(General requirements) |
- |
100 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
| Cl. 4(Mechanical Properties Ref.IS 1367 (Part 3)) |
- |
4900 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 04.04.2024 |
| 192 |
IS 7486 (2018) |
Raised countersunk head screws (Common Head Style) with type H or type Z cross recess - Product grade A (Third Revision) |
Type H or type Z cross recess Product Grade-A |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Dimensions) |
- |
2500 |
|
- |
| 4, table 2(Material) |
- |
4000 |
|
- |
| 4, table 2(General requirements) |
- |
500 |
|
- |
| 4, table 2(Thread) |
- |
1000 |
|
- |
| 4, table 2(Mechanical property) |
- |
6000 |
|
- |
| 4, table 2(Tolerances) |
- |
500 |
|
- |
| 4, table 2(Cross recess) |
- |
1000 |
|
- |
| 4, table 2(Finish - coating) |
- |
2000 |
|
- |
| 4, table 2(Surface integrity) |
- |
1000 |
|
- |
| 4, table 2(Acceptability) |
- |
1000 |
|
- |
| 5(Designation) |
- |
500 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 19.04.2024. |
| 193 |
IS 7485 : Part 2 (2018) |
Countersunk flat head screws (common head style) with type H or Type Z Cross Recess - Product Grade A part 2 Steel Screws of Property Class 8.8, Stainless Steel Screws and Non - Ferrous Metal Screws ( Third Revision) |
Type H, Type Z Property Class 8.8 |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Dimensions) |
- |
3000 |
|
- |
| 4, table 2(Material) |
- |
4000 |
|
- |
| 4, table 2(Thread) |
- |
1000 |
|
- |
| 4, table 2(Mechanical property) |
- |
6000 |
|
- |
| 4, table 2(Tolerances) |
- |
500 |
|
- |
| 4, table 2(Cross recess) |
- |
1000 |
|
- |
| 4, table 2(Finish - coating) |
- |
2000 |
|
- |
| 4, table 2(Surface integrity) |
- |
1000 |
|
- |
| 4, table 2(Acceptability) |
- |
1000 |
|
- |
| 5(Designation) |
- |
500 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 19.04.2024. |
| 194 |
IS 7485 : Part 1 (2018) |
Countersunk Flat Head Screws (Common head Style) With Type H or Type Z Cross Recess - Product Grade A Part 1 Steel Screws of Property Class 4.8 ( Third Revision) |
Type H or Type Z Cross Recess - Product Grade A Part 1 |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Dimensions) |
- |
3000 |
|
- |
| 4, table 2(Material) |
- |
3500 |
|
- |
| 4, table 2(General requirements) |
- |
1000 |
|
- |
| 4, table 2(Thread) |
- |
1000 |
|
- |
| 4, table 2(Mechanical property) |
- |
6000 |
|
- |
| 4, table 2(Tolerances) |
- |
500 |
|
- |
| 4, table 2(Cross recess) |
- |
1000 |
|
- |
| 4, table 2(Finish - coating) |
- |
1000 |
|
- |
| 4, table 2(Surface integrity) |
- |
1000 |
|
- |
| 4, table 2(Acceptability) |
- |
1000 |
|
- |
| 5(Designation) |
- |
1000 |
|
- |
| 3(Dimensions) |
- |
- |
|
- |
| 4, table 2(Material) |
- |
- |
|
- |
| 4, table 2(General requirements) |
- |
- |
|
- |
| 4, table 2(Thread) |
- |
- |
|
- |
| 4, table 2(Mechanical property) |
- |
- |
|
- |
| 4, table 2(Tolerances) |
- |
- |
|
- |
| 4, table 2(Cross recess) |
- |
- |
|
- |
| 4, table 2(Finish - coating) |
- |
- |
|
- |
| 4, table 2(Surface integrity) |
- |
- |
|
- |
| 4, table 2(Acceptability) |
- |
- |
|
- |
| 5(Designation) |
- |
- |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 19.04.2024. |
| 195 |
IS 14756 (2022) |
Draft Indian Standard STAINLESS STEEL COOKWARE SPECIFICATION Second Revision of IS 14756 |
STAINLESS STEEL COOKWARE. |
16400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Material) |
- |
3000 |
|
- |
| 3.2(Material) |
- |
3000 |
|
- |
| 3.3(Material) |
- |
3000 |
|
- |
| 3.4(Material) |
- |
3000 |
|
- |
| 3.4(Material) |
- |
3000 |
|
- |
| 3.5(Material) |
- |
3000 |
|
- |
| 3.5(Material) |
- |
3000 |
|
- |
| 3.5(Material) |
- |
3000 |
|
- |
| 3.5(Material) |
- |
3000 |
|
- |
| 4.1 (Annex A)(Shapes and Dimensions) |
- |
500 |
|
- |
| 4.2 (Table 1)(Shapes and Dimensions) |
- |
500 |
|
- |
| 4.2 (Table 1)(Shapes and Dimensions) |
- |
500 |
|
- |
| 4.2(Shapes and Dimensions) |
- |
500 |
|
- |
| 4.3(Shapes and Dimensions) |
- |
500 |
|
- |
| 4.4(Shapes and Dimensions) |
- |
500 |
|
- |
| 5.1(Workmanship and Finish) |
- |
1500 |
|
- |
| 5.1(Workmanship and Finish) |
- |
1500 |
|
- |
| 5.1(Workmanship and Finish) |
- |
1500 |
|
- |
| 5.2(Workmanship and Finish) |
- |
1500 |
|
- |
| 5.3(Workmanship and Finish) |
- |
1000 |
|
- |
| 5.3(Workmanship and Finish) |
- |
1000 |
|
- |
| 5.3(Workmanship and Finish) |
- |
1000 |
|
- |
| 5.3(Workmanship and Finish) |
- |
1000 |
|
- |
| 5.3(Workmanship and Finish) |
- |
1000 |
|
- |
| 5.3(Workmanship and Finish) |
- |
1000 |
|
- |
| 5.4(Workmanship and Finish) |
- |
1000 |
|
- |
| 5.5(Workmanship and Finish) |
- |
500 |
|
- |
| 5.6(Workmanship and Finish) |
- |
200 |
|
- |
| 6.1(Staining Test) |
- |
500 |
|
- |
| 6.1(Staining Test) |
- |
500 |
|
- |
| 6.2(Mechanical Shock Test (For Cladded Utensils only)) |
- |
1000 |
|
- |
| 6.3(Thermal Shock Test (For Cladded Utensils only)) |
- |
500 |
|
- |
| 6.4(Dry Heat Test (For Cladded Utensils only)) |
- |
500 |
|
- |
| 6.5(Coating Thickness Test (For Copper Deposit)) |
- |
1000 |
|
- |
| 6.6(3 Ply) |
- |
300 |
|
- |
| 6.7.1(Nominal Capacity Test) |
- |
300 |
|
- |
| 6.7.2(Nominal Capacity Test- Diameter) |
- |
300 |
|
- |
| 6.8.1(Tests on Tempered Glass Lid) |
- |
200 |
|
- |
| 6.8.1(Tests on Tempered Glass Lid) |
- |
200 |
|
- |
| 6.8.2(Tests on Tempered Glass Lid (Ball drop test)) |
- |
200 |
|
- |
| 6.8.3(Tests on Tempered Glass Lid (thermal shock test)) |
- |
200 |
|
- |
| 6.8.4.1(Tests on Tempered Glass Lid (Free Fall Test with rim facing down)) |
- |
200 |
|
- |
| 6.8.4.2(Tests on Tempered Glass Lid (Free Fall Test without rim facing down)) |
- |
200 |
|
- |
| As per Clause 3(Carbon) |
- |
200 |
|
- |
| As per Clause 3(Silicon) |
- |
200 |
|
- |
| As per Clause 3(Manganese) |
- |
200 |
|
- |
| As per Clause 3(Nickel) |
- |
200 |
|
- |
| As per Clause 3(Chromium) |
- |
200 |
|
- |
| As per Clause 3(Sulphur) |
- |
200 |
|
- |
| As per Clause 3(phosphorus) |
- |
200 |
|
- |
| As per Clause 3(Nitrogen) |
- |
200 |
|
- |
| As per Clause 3(Titanium) |
- |
200 |
|
- |
| As per Clause 3(Aluminium) |
- |
200 |
|
- |
| As per Clause 3(Copper) |
- |
200 |
|
- |
| As per Clause 3(Magnesium) |
- |
200 |
|
- |
| As per Clause 3(Iron) |
- |
200 |
|
- |
| As per Clause 3(Zinc) |
- |
200 |
|
- |
| As per Clause 3(Arsenic) |
- |
200 |
|
- |
| As per Clause 3(Antimony) |
- |
200 |
|
- |
| As per Clause 3(Bismith) |
- |
200 |
|
- |
| As per Clause 3(Lead) |
- |
200 |
|
- |
| As per Clause 3(Tellurium) |
- |
200 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 19.04.2024. |
| 196 |
IS 1019 (1974) |
Specification for rim latches (Second Revision) |
Type-1 & 2 |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1 table 1 -i(mild steel) |
- |
1000 |
|
- |
| 5.1 table 1 -ii(galvenised mild steel wire ( for rivets )) |
- |
1000 |
|
- |
| 5.1 table 1 -iii(cast brass) |
- |
1000 |
|
- |
| 5.1 table 1 -iv(brass sheet) |
- |
1000 |
|
- |
| 5.1 table 1 -v(Phosphor bronze wire) |
- |
1000 |
|
- |
| 5.1 table 1 -vi(steel wire for spring) |
- |
1000 |
|
- |
| 5.1 table 1 -vii(leaded tin bronze) |
- |
1000 |
|
- |
| 5.1 table 1-viii(aluminium alloy pressure die casting) |
- |
1000 |
|
- |
| 5.1 table 1 -ix(aluminium alloy sheets) |
- |
1000 |
|
- |
| 5.1 table 1 -x(Cast brass) |
- |
1000 |
|
- |
| 8.2.1(body) |
- |
500 |
|
- |
| 8.2.2(Back Plate) |
- |
400 |
|
- |
| 8.2.3(latch Bolt) |
- |
400 |
|
- |
| 8.2.4(Follower) |
- |
400 |
|
- |
| 8.2.5(spring) |
- |
400 |
|
- |
| 8.2.6(LockingPin -) |
- |
400 |
|
- |
| 8.2.7(Spindle) |
- |
400 |
|
- |
| 8.2.8(Knob) |
- |
400 |
|
- |
| 8.29(disc) |
- |
400 |
|
- |
| 8.2.10(striking box) |
- |
400 |
|
- |
| 9.2() |
- |
400 |
|
- |
| 2-2.1(HANDING OF RIM LATeRES) |
- |
500 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 19.04.2024. |
| 197 |
IS 6315 (1992) |
Floor springs (hydraulically regulated) for heavy doors - |
Floor springs (hydraulically regulated) for heavy doors |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| cl 8.1( Construction) |
- |
1000 |
|
- |
| cl 8.2(Construction) |
- |
1000 |
|
- |
| cl 8.3(Construction) |
- |
1000 |
|
- |
| cl 8.4(Construction) |
- |
1000 |
|
- |
| cl 8.5(Construction) |
- |
1000 |
|
- |
| cl 8.6(Construction) |
- |
2000 |
|
- |
| cl 8.7(Construction) |
- |
2000 |
|
- |
| cl 9.1 to 9.4(Performance Requirements) |
- |
1000 |
|
- |
| cl 11.1 to 11.2.3(Finish) |
- |
2000 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |
| 198 |
IS 6343 (1982) |
Specification for Door Closers (Pneumatically Regulated) for Light Doors Weighing up to 40 kg |
Light Doors Weighing up to 40 kg |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Weight) |
- |
1000 |
|
- |
| 6.5(leakage in the air pressure.) |
- |
3000 |
|
- |
| 7.1(Angle) |
- |
2000 |
|
- |
| 7.2(Endurance test) |
- |
5000 |
|
- |
| 8(Finish Test) |
- |
4000 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |
| 199 |
IS 14912 (2001) |
Door closers, concealed type (Hydraulically Regulated) - Specification |
No. 1 & 2 |
17600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(NOMINAL SIZES) |
- |
200 |
|
- |
| 6 table 2(material) |
- |
10000 |
|
- |
| 7.2(CLOSING TIME) |
- |
3000 |
|
- |
| 8.1(FINISH) |
- |
1000 |
|
- |
| 8.2.2(FINISH) |
- |
1000 |
|
- |
| 13.3.1 table 3(For Construction, Finish, Dimensions, Interchangeability of Parts and Performance Tests) |
- |
400 |
|
- |
| 13.3.2(Endurance Test) |
- |
400 |
|
- |
| Clause 5(Nominal size) |
- |
400 |
|
- |
| Clause 6
Table 2(i)(Non-Porous body) |
- |
10000 |
|
- |
| Clause 6
Table 2(ii)(Piston) |
- |
10000 |
|
- |
| Clause 6
Table 2(iii)(End plug) |
- |
10000 |
|
- |
| Clause 6
Table 2(iv)(Main spring
inner spring) |
- |
10000 |
|
- |
| Clause 6
Table 2(v)(Regulating valve
packing) |
- |
0 |
|
- |
| Clause 6
Table 2(vi)(Regulating valve) |
- |
10000 |
|
- |
| Clause 6
Table 2(vii)(All weather resistant
homogenous high
viscosity hydraulic fluid) |
- |
0 |
|
- |
| Clause 6
Table 2(viii)(Top and bottom
bearing bush) |
- |
10000 |
|
- |
| Clause 6
Table 2(ix)(Pinion) |
- |
10000 |
|
- |
| Clause 6
Table 2(x)(Top guide nut) |
- |
10000 |
|
- |
| Clause 6
Table 2(xi)(Shaft seal) |
- |
0 |
|
- |
| Clause 6
Table 2(xii)(Seal retaining ring) |
- |
10000 |
|
- |
| Clause 6
Table 2(xiii)(Aluminium sheet cover
) |
- |
10000 |
|
- |
| Clause 6
Table 2(xiv)(Holding plate) |
- |
10000 |
|
- |
| Clause 6
Table 2(xv)(Main arm) |
- |
10000 |
|
- |
| Clause 6
Table 2(xvi)(Nvlon runner) |
- |
0 |
|
- |
| Clause 7(As per Table 1) |
- |
3000 |
|
- |
| Clause 8(Finish ) |
- |
1000 |
|
- |
| Clause 9(Test ) |
- |
1000 |
|
- |
| Clause 10(Marking) |
- |
100 |
|
- |
| Clause 11(Packing) |
- |
100 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024
Regulating valve packing,
All weather resistant homogenous high viscosity hydraulic fluid,
Shaft seal,
Nvlon runner (Raw materials) |
| 200 |
IS 208 (2020) |
Door Handles - Specification ( Sixth Revision ) |
Type1/type2/type3/type4 |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10(PACKING) |
- |
100 |
|
- |
| 9.1(BIS Certification Marking) |
- |
100 |
|
- |
| 9(MARKING) |
- |
100 |
|
- |
| 6.2(Tolerance) |
- |
700 |
|
- |
| 6.1 Table2A & 2B and Fig 1,2,3,4(DIMENSIONS - Size 1. No. in each Lug 2. No. in a plate when a continious plate is used 3. Size Designation of Counter-sunk Head Wood Screws (as per IS 6760: 1972)) |
- |
500 |
|
- |
| 6.1 Table2A & 2B and Fig 1,2,3,4(DIMENSIONS - Size (A,B,C,D,E,F,G,H,I)) |
- |
500 |
|
- |
| 5.1(MANUFACTURE- General) |
- |
500 |
|
- |
| 3(TYPES-Doors handle shall be of the following types according to the materials used:) |
- |
500 |
|
- |
| 4.2 -Table 1- viii (Ref. Cl 4.1, Table 1 of IS 742 : 1981)(Chemical composition - Zinc- IS 2600:1964) |
- |
500 |
|
- |
| 4.2 -Table 1- viii (Ref. Cl 4.1, Table 1 of IS 742 : 1981)(Chemical composition - Impurities-Thallium and Indium- IS 2600:1964) |
- |
500 |
|
- |
| 4.2 -Table 1- viii (Ref. Cl 4.1, Table 1 of IS 742 : 1981)(Chemical composition - Impurities-Tin- IS 2600:1964) |
- |
500 |
|
- |
| 4.2 -Table 1- viii (Ref. Cl 4.1, Table 1 of IS 742 : 1981)(Chemical composition - Impurities-Cadmium- IS 2600:1964) |
- |
500 |
|
- |
| Cl.5.1(General) |
- |
500 |
|
- |
| Cl.6(Dimension) |
- |
500 |
|
- |
| Cl.7(Finish) |
- |
500 |
|
- |
| Cl.8.2(Cossosion Test) |
- |
200 |
|
- |
| Cl.8.3(Quench Test) |
- |
100 |
|
- |
| Cl.9(Sampling and criterion for conformity) |
- |
50 |
|
- |
| Cl.10(Marking) |
- |
50 |
|
- |
| Cl.11(Packing) |
- |
0 |
|
- |
| 4.2 -Table 1- viii (Ref. Cl 4.1, Table 1 of IS 742 : 1981)(Chemical composition - Impurities-Nickel- IS 2600:1964) |
- |
0 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |
| 201 |
IS 7483 (2018) |
Pan Head Screws With Type H or Type Z Cross Recess - Product Grade A (Third Revision) |
M1,6 M2 M2,5 M3 M3,5 M4 M5 M6 M8 M10 |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Dimensions) |
- |
2000 |
|
- |
| 4, table 2(Material) |
- |
3000 |
|
- |
| 4, table 2(General requirements) |
- |
1000 |
|
- |
| 4, table 2(Thread) |
- |
1000 |
|
- |
| 4, table 2(Mechanical property) |
- |
8000 |
|
- |
| 4, table 2(Tolerances) |
- |
1000 |
|
- |
| 4, table 2(Cross recess) |
- |
1000 |
|
- |
| 4, table 2(Finish - coating) |
- |
1000 |
|
- |
| 4, table 2(Surface integrity) |
- |
1000 |
|
- |
| 4, table 2(Acceptability) |
- |
500 |
|
- |
| 5(Designation) |
- |
500 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |
| 202 |
IS 1660 (2009) |
Wrought aluminium utensils - Specification (First Revision) |
Heavy, Medium, Light |
26700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Classification Heavy/Medium/L:ight) |
- |
200 |
|
- |
| 4(Material) |
- |
5000 |
|
- |
| 0.5(Fabrication) |
- |
200 |
|
- |
| 5.1(The utensil shall be pressed or spun from one piece) |
- |
200 |
|
- |
| 5.2( Body Thickness of the thinnest part of the finished utensil, mm Not declared ) |
- |
200 |
|
- |
| 5.2(Lid Thickness of the finished utensil, mm) |
- |
200 |
|
- |
| 6.1 & Table 1( i) Name of Utensil ) |
- |
200 |
|
- |
| 6.1 & Table 1(ii) Shape of Utensil) |
- |
200 |
|
- |
| 6.1 & Table 1( Nominal Size, mm) |
- |
200 |
|
- |
| 6.1 & Table 1(Inside dia, Φ D mm Not declared ) |
- |
200 |
|
- |
| 6.1 & Table 1(Outside dia Ф NA) |
- |
200 |
|
- |
| 6.1 & Table 1(Height NA) |
- |
200 |
|
- |
| 6.1 & Table 1(Capacity, l NA) |
- |
500 |
|
- |
| 6.1( Minimum sheet thickness for nominal size ) |
- |
200 |
|
- |
| 7.1(HANDLES ,When fitted shall be of aluminium, stainless steel or of other suitable fire resistance material These shall be fastened to the utensils by tightly drawn aluminium or stainless steel rivets, by welding, by screwing to cast bosses or by riveting between flange at the end of the handles. Handles shall be so shaped and positioned to facilitate the carrying and handling of the utensils in normal use ) |
- |
200 |
|
- |
| 7.2(Handles shall be sufficiently strong to support a mass in the utensils equivalent to three times the mass of the water capacity of the utensils in the position of normal use without visible permanent deformation of the handle or utensil) |
- |
200 |
|
- |
| 8.1(The utensils shall be clean reasonably free from distortion, dents, wrinkles, wavy surface, burrs, scratches, pitting and deep tool marks and other surface defects) |
- |
200 |
|
- |
| 8.2(The design of the utensils shall be such that it is easy to clean and prevent accumulation of dirt) |
- |
200 |
|
- |
| 8.4.1.2( Finish of the coating: The coating shall be smooth continuous and uniform in appearance, and shall be adherent. It shall be free from powdery areas, loose films and discontinuities, such as breaks and scratches. The size and number of contact marks shall be minimum consistent with good practice.) |
- |
2000 |
|
- |
| 8.4.2(A coating of thickness 25 to 100 microns is generally required) |
- |
2000 |
|
- |
| 8.4.3(Abrasion Resistance When the coating surface is rubbed two or three times with emery paper with emery conforming to grit number 180 using medium finger pressure, it shall not abrade the surface but shall skid over the surface showing not more than a trace of whitening of the surface) |
- |
2000 |
|
- |
| 8.4.4(The colour of the hard anodic coating varies depending upon the alloy, thickness of the coating and electrolye. Normally the colour may vary from dark grey (almost black) to light grey. ) |
- |
2000 |
|
- |
| 8.4.4(The film will appear dark grey when wet. ) |
- |
5000 |
|
- |
| 8.4.5 (When the coated surface is rubbed two or three times with fine emery paper grit number 180 using medium finger pressure, cloth or paper shall not abrade the surface. A faint trace of whitening on the cloth or paper is permissible) |
- |
500 |
|
- |
| 9(The manufacturer shall provide full instructions for use and cleaning for coated or hard anodized utensils) |
- |
500 |
|
- |
| 10(Each vessel shall be legibly and indelibly stamped on the outside surface or handle with the manufacturer’s name or registered trade-mark, size and thickness or class. ) |
- |
500 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Nitrogen of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Titanium of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Vanadium of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Boron of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Copper of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Molybdenum of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Nickel of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Chromium of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Aluminium of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Silicon of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Manganese of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Phosphorous of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Sulphor of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Carbon of IS 6911) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Titanium of IS 737) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Chromium of IS 737) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Zinc of IS 737) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Manganese of IS 737) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Iron of IS 737) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Silicon of IS 737) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Magnesium of IS 737) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Copper of IS 737) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Aluminium of IS 737) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Titanium / other Grain of IS 21) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Chromium of IS 21) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Zinc of IS 21) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Manganese of IS 21) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Iron of IS 21) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Silicon of IS 21) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Magnesium of IS 21) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Copper of IS 21) |
- |
300 |
|
- |
| ( Clauses 4, 4.1, 4.2 and 4.3)(Aluminium of IS 21) |
- |
300 |
|
- |
| Clause 3.1.3, Table 2(Minimum Thickness at the bottom) |
- |
200 |
|
- |
| Clause 3.1.3, Table 2(Minimum Thickness of wall at top edge) |
- |
200 |
|
- |
| Clause 3.1.3, Table 2(Minimum Cover Thickness) |
- |
200 |
|
- |
| Clause 8.6.1(Performance test) |
- |
200 |
|
- |
| Clause 8.6.2(Ground Nut Oil Test for Leakage) |
- |
200 |
|
- |
| 5.4(Qualitative and Anodized Coating) |
- |
2000 |
|
- |
| 5.5(Qualitative and Anodized Coating) |
- |
2000 |
|
- |
| 8.3(Anodized Coating) |
- |
2000 |
|
- |
| 8.5(Plastic Coating) |
- |
200 |
|
- |
| 8.1(Qualitative) |
- |
200 |
|
- |
| Clause 3.1.3, Table 2(Minimum Thickness at the bottom) |
- |
200 |
|
- |
| Clause 3.1.3, Table 2(Minimum Thickness of wall at top edge) |
- |
200 |
|
- |
| Clause 3.1.3, Table 2(Minimum Cover Thickness) |
- |
200 |
|
- |
| Clause 8.6.2(Ground Nut Oil Test for Leakage) |
- |
200 |
|
- |
| Clause 8.6.1(Performance test) |
- |
200 |
|
- |
| 3.1(Classification Heavy/Medium/L:ight) |
- |
- |
|
- |
| 4(Material) |
- |
- |
|
- |
| 0.5(Fabrication) |
- |
- |
|
- |
| 5.1(The utensil shall be pressed or spun from one piece) |
- |
- |
|
- |
| 5.2( Body Thickness of the thinnest part of the finished utensil, mm Not declared ) |
- |
- |
|
- |
| 5.2(Lid Thickness of the finished utensil, mm) |
- |
- |
|
- |
| 6.1 & Table 1( i) Name of Utensil ) |
- |
- |
|
- |
| 6.1 & Table 1(ii) Shape of Utensil) |
- |
- |
|
- |
| 6.1 & Table 1( Nominal Size, mm) |
- |
- |
|
- |
| 6.1 & Table 1(Inside dia, Φ D mm Not declared ) |
- |
- |
|
- |
| 6.1 & Table 1(Outside dia Ф NA) |
- |
- |
|
- |
| 6.1 & Table 1(Height NA) |
- |
- |
|
- |
| 6.1 & Table 1(Capacity, l NA) |
- |
- |
|
- |
| 6.1( Minimum sheet thickness for nominal size ) |
- |
- |
|
- |
| 7.1(HANDLES ,When fitted shall be of aluminium, stainless steel or of other suitable fire resistance material These shall be fastened to the utensils by tightly drawn aluminium or stainless steel rivets, by welding, by screwing to cast bosses or by riveting between flange at the end of the handles. Handles shall be so shaped and positioned to facilitate the carrying and handling of the utensils in normal use ) |
- |
- |
|
- |
| 7.2(Handles shall be sufficiently strong to support a mass in the utensils equivalent to three times the mass of the water capacity of the utensils in the position of normal use without visible permanent deformation of the handle or utensil) |
- |
- |
|
- |
| 8.1(The utensils shall be clean reasonably free from distortion, dents, wrinkles, wavy surface, burrs, scratches, pitting and deep tool marks and other surface defects) |
- |
- |
|
- |
| 8.2(The design of the utensils shall be such that it is easy to clean and prevent accumulation of dirt) |
- |
- |
|
- |
| 8.4.1.2( Finish of the coating: The coating shall be smooth continuous and uniform in appearance, and shall be adherent. It shall be free from powdery areas, loose films and discontinuities, such as breaks and scratches. The size and number of contact marks shall be minimum consistent with good practice.) |
- |
- |
|
- |
| 8.4.2(A coating of thickness 25 to 100 microns is generally required) |
- |
- |
|
- |
| 8.4.3(Abrasion Resistance When the coating surface is rubbed two or three times with emery paper with emery conforming to grit number 180 using medium finger pressure, it shall not abrade the surface but shall skid over the surface showing not more than a trace of whitening of the surface) |
- |
- |
|
- |
| 8.4.4(The colour of the hard anodic coating varies depending upon the alloy, thickness of the coating and electrolye. Normally the colour may vary from dark grey (almost black) to light grey. ) |
- |
- |
|
- |
| 8.4.4(The film will appear dark grey when wet. ) |
- |
- |
|
- |
| 8.4.5 (When the coated surface is rubbed two or three times with fine emery paper grit number 180 using medium finger pressure, cloth or paper shall not abrade the surface. A faint trace of whitening on the cloth or paper is permissible) |
- |
- |
|
- |
| 9(The manufacturer shall provide full instructions for use and cleaning for coated or hard anodized utensils) |
- |
- |
|
- |
| 10(Each vessel shall be legibly and indelibly stamped on the outside surface or handle with the manufacturer’s name or registered trade-mark, size and thickness or class. ) |
- |
- |
|
- |
| Clause 3.1.3, Table 2(Minimum Thickness at the bottom) |
- |
- |
|
- |
| Clause 3.1.3, Table 2(Minimum Thickness of wall at top edge) |
- |
- |
|
- |
| Clause 3.1.3, Table 2(Minimum Cover Thickness) |
- |
- |
|
- |
| Clause 8.6.1(Performance test) |
- |
- |
|
- |
| Clause 8.6.2(Ground Nut Oil Test for Leakage) |
- |
- |
|
- |
| 5.4(Qualitative and Anodized Coating) |
- |
- |
|
- |
| 5.5(Qualitative and Anodized Coating) |
- |
- |
|
- |
| 8.3(Anodized Coating) |
- |
- |
|
- |
| 8.5(Plastic Coating) |
- |
- |
|
- |
| 8.1(Qualitative) |
- |
- |
|
- |
| Clause 3.1.3, Table 2(Minimum Thickness at the bottom) |
- |
- |
|
- |
| Clause 3.1.3, Table 2(Minimum Thickness of wall at top edge) |
- |
- |
|
- |
| Clause 3.1.3, Table 2(Minimum Cover Thickness) |
- |
- |
|
- |
| Clause 8.6.2(Ground Nut Oil Test for Leakage) |
- |
- |
|
- |
| Clause 8.6.1(Performance test) |
- |
- |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |
| 203 |
IS 9396 : Part 1 (1987) |
Specification for round open top sanitary cans for foods and drinks: Part 1 tinplate (First Revision) |
round open top sanitary cans for foods and drinks: |
18000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Tinplate- Carbon %) |
- |
300 |
|
- |
| 3.1(Tinplate- Manganese %) |
- |
300 |
|
- |
| 3.1(Tinplate- Phosphorus %) |
- |
300 |
|
- |
| 3.1(Tinplate- Sulphur %) |
- |
300 |
|
- |
| 3.1(Tinplate- Silicon %) |
- |
300 |
|
- |
| 3.1(Tinplate- Copper %) |
- |
300 |
|
- |
| 3.3(Tin Coating Mass- Body) |
- |
2000 |
|
- |
| 3.3(Tin Coating Mass- Ends) |
- |
2000 |
|
- |
| 3.2(Tinplate Thickness and
Dimension : Thickness) |
- |
500 |
|
- |
| 3.2(Tinplate Thickness and
Dimension : Feather Edge: the thickness when measured at a distance of 10 mm from the mill trimmed edge shall not deviate from the actual centre thickness by more than −6 %) |
- |
500 |
|
- |
| 3.2(Tinplate Thickness and
Dimension: width) |
- |
500 |
|
- |
| 3.2(Tinplate Thickness and
Dimension : length) |
- |
500 |
|
- |
| 3.2(Tinplate Thickness and
Dimension : Edge camber) |
- |
500 |
|
- |
| 3.2(Tinplate Thickness and
Dimension :Out of squareness of sheet ) |
- |
500 |
|
- |
| 3.2(Tinplate Thickness and
Dimension : Flatness) |
- |
500 |
|
- |
| 3.4(Surface Finish) |
- |
2000 |
|
- |
| 3.4(Surface Finish) |
- |
2000 |
|
- |
| 3.5 Appendix A(Tin Grain Size) |
- |
2000 |
|
- |
| 3.6 Appendix B(Iron Solution Value) |
- |
2000 |
|
- |
| 3.7(Surface Oil Coating) |
- |
1000 |
|
- |
| 3.9(Shape) |
- |
700 |
|
- |
| 3.1O(Mechanical Properties ) |
- |
3000 |
|
- |
| 3.1O(Mechanical Properties ) |
- |
3000 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |
| 204 |
IS 9627 (1980) |
Specification for asbestos cement pressure pipes (Light Duty) |
asbestos cement pressure pipes |
30000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(Composition) |
- |
3000 |
|
- |
| 2.2(Physical Properties) |
- |
10000 |
|
- |
| 3.1(Hydraulic test Pressure ) |
- |
3000 |
|
- |
| 3.2.2(Relationship Between BP and TP, BP and WP) |
- |
1500 |
|
- |
| 4.1(Nominal Diameter) |
- |
500 |
|
- |
| 4.2(Thickness) |
- |
500 |
|
- |
| 4.3(Nominal Length) |
- |
500 |
|
- |
| 4.4(Straightness) |
- |
500 |
|
- |
| 4.5(The dimensions of the asbestos cement) |
- |
500 |
|
- |
| 5(FINISH) |
- |
500 |
|
- |
| 6.2(Hydraulic Pressure-Tightness Test ) |
- |
3000 |
|
- |
| 6.3(Physical Properties) |
- |
10000 |
|
- |
| 7.2(The composition of asbestos cement couplings) |
- |
3000 |
|
- |
| 7.3(Rubber rings used in jointing) |
- |
1000 |
|
- |
| 8(COST OF TESTING) |
- |
200 |
|
- |
| 9.1(Inspection of Each Item of Consignment) |
- |
200 |
|
- |
| 9.2(Inspection by Sampling) |
- |
200 |
|
- |
| 10(Manufactures Certificate) |
- |
200 |
|
- |
| 12(Marking) |
- |
200 |
|
- |
| 2.1(Composition) |
- |
3000 |
|
- |
| 2.2(Physical Properties) |
- |
10000 |
|
- |
| 3.1(Hydraulic test Pressure ) |
- |
3000 |
|
- |
| 3.2.2(Relationship Between BP and TP, BP and WP) |
- |
1500 |
|
- |
| 4.1(Nominal Diameter) |
- |
500 |
|
- |
| 4.2(Thickness) |
- |
500 |
|
- |
| 4.3(Nominal Length) |
- |
500 |
|
- |
| 4.4(Straightness) |
- |
500 |
|
- |
| 4.5(The dimensions of the asbestos cement) |
- |
500 |
|
- |
| 5(FINISH) |
- |
500 |
|
- |
| 6.2(Hydraulic Pressure-Tightness Test ) |
- |
3000 |
|
- |
| 6.3(Physical Properties) |
- |
1500 |
|
- |
| 7.2(The composition of asbestos cement couplings) |
- |
3000 |
|
- |
| 7.3(Rubber rings used in jointing) |
- |
1000 |
|
- |
| 8(COST OF TESTING) |
- |
200 |
|
- |
| 9.1(Inspection of Each Item of Consignment) |
- |
200 |
|
- |
| 9.2(Inspection by Sampling) |
- |
200 |
|
- |
| 10(Manufactures Certificate) |
- |
200 |
|
- |
| 12(Marking) |
- |
200 |
|
- |
| 7.5(Joints) |
- |
1500 |
|
- |
| 2.1(Composition) |
- |
- |
|
- |
| 2.2(Physical Properties) |
- |
- |
|
- |
| 3.1(Hydraulic test Pressure ) |
- |
- |
|
- |
| 3.2.2(Relationship Between BP and TP, BP and WP) |
- |
- |
|
- |
| 4.1(Nominal Diameter) |
- |
- |
|
- |
| 4.2(Thickness) |
- |
- |
|
- |
| 4.3(Nominal Length) |
- |
- |
|
- |
| 4.4(Straightness) |
- |
- |
|
- |
| 4.5(The dimensions of the asbestos cement) |
- |
- |
|
- |
| 5(FINISH) |
- |
- |
|
- |
| 6.2(Hydraulic Pressure-Tightness Test ) |
- |
- |
|
- |
| 6.3(Physical Properties) |
- |
- |
|
- |
| 7.2(The composition of asbestos cement couplings) |
- |
- |
|
- |
| 7.3(Rubber rings used in jointing) |
- |
- |
|
- |
| 8(COST OF TESTING) |
- |
- |
|
- |
| 9.1(Inspection of Each Item of Consignment) |
- |
- |
|
- |
| 9.2(Inspection by Sampling) |
- |
- |
|
- |
| 10(Manufactures Certificate) |
- |
- |
|
- |
| 12(Marking) |
- |
- |
|
- |
| 7.5(Joints) |
- |
- |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |
| 205 |
IS 8870 (1978) |
Specification for asbestos cement cable conduits and troughs |
asbestos cement cable |
30000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Dimensions of Asbestos Cement conduits) |
- |
1000 |
|
- |
| 3.2(dimensions of asbestos cement troughs) |
- |
1000 |
|
- |
| 3.3(Conduits with plastic couplings and
asbestos cement conical couplings) |
- |
1000 |
|
- |
| 3.3(Conduits with asbestos cement collars) |
- |
1000 |
|
- |
| 3.3(Cable troughs) |
- |
1000 |
|
- |
| 3.3(Union clips for cable troughs) |
- |
1000 |
|
- |
| 3.3(Cable trough bends) |
- |
1000 |
|
- |
| 3.4(Delivery Tolerances) |
- |
1000 |
|
- |
| 4(Manufacture and Finish) |
- |
1000 |
|
- |
| 5.1(Conduits) |
- |
1000 |
|
- |
| 5.2(Troughs) |
- |
100 |
|
- |
| 6.1.1(Straightness and Regularity of Thickness and Diameter) |
- |
2000 |
|
- |
| 6.1.2(Flexural Strength ) |
- |
4500 |
|
- |
| 6.1.3(Crushing Strength) |
- |
4000 |
|
- |
| 6.1.4(Water Absorption) |
- |
1000 |
|
- |
| 6.1.5(Impact Resistance) |
- |
4000 |
|
- |
| 6.1.6(Flattering Resistance) |
- |
3000 |
|
- |
| 6.2.1(Straightness and Regularity of Thickness) |
- |
1000 |
|
- |
| 6.2.2(Flexural Strength) |
- |
4500 |
|
- |
| 6.2.3(Water Absorption) |
- |
1000 |
|
- |
| 7(Sampling Inspection and Testing) |
- |
200 |
|
- |
| 8(Marking) |
- |
200 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |
| 206 |
IS 1592 (2003) |
Asbestos cement pressure pipes and joints - Specification (Fourth Revision) |
UP to 600 mm |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 3.4.1(Length, Diameter (External), Thickness, Regularity Of internal Diameter, Straightness) |
- |
8000 |
|
- |
| Cl 3.4.3(Bursting, Crushing, Bending, ) |
- |
17000 |
|
- |
| Cl 3.4.1(Length, Diameter (External), Thickness, Regularity Of internal Diameter, Straightness) |
- |
8000 |
|
- |
| Cl 3.4.3(Bursting, Crushing, Bending, ) |
- |
17000 |
|
- |
| Cl 3.4.1(Length, Diameter (External), Thickness, Regularity Of internal Diameter, Straightness) |
- |
8000 |
|
- |
| Cl 3.4.3(Bursting, Crushing, Bending, ) |
- |
17000 |
|
- |
| Cl 3.4.1(Length, Diameter (External), Thickness, Regularity Of internal Diameter, Straightness) |
- |
8000 |
|
- |
| Cl 3.4.3(Bursting, Crushing, Bending, ) |
- |
17000 |
|
- |
| Cl 3.4.1(Length, Diameter (External), Thickness, Regularity Of internal Diameter, Straightness) |
- |
8000 |
|
- |
| Cl 3.4.3(Bursting, Crushing, Bending, ) |
- |
17000 |
|
- |
| Cl 3.4.1(Length, Diameter (External), Thickness, Regularity Of internal Diameter, Straightness) |
- |
8000 |
|
- |
| Cl 3.4.3(Bursting, Crushing, Bending, ) |
- |
17000 |
|
- |
| Cl 3.4.3(Bursting, Crushing, Bending, ) |
- |
17000 |
|
- |
| Cl 3.4.1(Length, Diameter (External), Thickness, Regularity Of internal Diameter, Straightness) |
- |
8000 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |
| 207 |
IS 13000 (1990) |
Silica-asbestos-cement Flat Sheets - |
Silica-asbestos-cement Flat Sheets - |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.2(Thickness) |
- |
1000 |
|
- |
| 8.3(Straightness of Edges) |
- |
3000 |
|
- |
| 8.4(Squareness of Edges) |
- |
3000 |
|
- |
| 6(General Appearance and Finish) |
- |
2000 |
|
- |
| 7(Dimensions and Tolerances) |
- |
4000 |
|
- |
| 8.5(Bending stress ) |
- |
6000 |
|
- |
| 8.6(Measurement of Density) |
- |
1000 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 12.04.2024 |
| 208 |
IS 13008 (1990) |
Shallow corrugated asbestos cement sheets - |
Shallow corrugated asbestos cement sheets |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Dimensionand Tolerances) |
- |
4000 |
|
- |
| 6.1(Load Bearing Capacity) |
- |
8000 |
|
- |
| 6.2(Impermeability) |
- |
1000 |
|
- |
| 7(Finish) |
- |
500 |
|
- |
| 9(Inspection and Manufactures Certificate) |
- |
500 |
|
- |
| 10(Testing Facilities) |
- |
500 |
|
- |
| 11(Marking) |
- |
500 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 12.04.2024 |
| 209 |
IS 2098 (1997) |
Asbestos cement building boards - Specification (First Revision) |
Asbestos cement building boards |
13000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1 Table -1( TOLERANCES - 1.Tolerance on Length & Width) |
- |
500 |
|
- |
| 7.2 Table -1(2.Tolerance on Thickness ) |
- |
500 |
|
- |
| 8.2(TESTS -Load Bearing Capacity Test ) |
- |
5000 |
|
- |
| 8.3 Table 1 & 7.1(TESTS-Measurement of Thickness ) |
- |
1000 |
|
- |
| 8.4(TESTS-Water Absorption Test ) |
- |
1500 |
|
- |
| 11(MARKING-Each board shall be stamped or marked by any suitable
method on non weathering side with the following
information: ) |
- |
500 |
|
- |
| Cl. 8.2 (Cl. 8.2 ,Tests-Load Bearing Capacity test, Class-A/B/C , Individual Load
) |
- |
5000 |
|
- |
| Cl. 8.2 (Cl. 8.2 ,Tests-Load Bearing Capacity test, Class A/B/C ,Average Load) |
- |
5000 |
|
- |
| Cl.6(General apperance and finish) |
- |
1000 |
|
- |
| Cl. 7.2 Table -1 (Cl. 7.1 , Table-1 (Thickness)) |
- |
1000 |
|
- |
| Cl. 7.1 Table -1 (Cl. 7.1 , Table-1 (Width)) |
- |
1000 |
|
- |
| Cl. 7.1 Table -1 (Cl. 7.1 ,Table-1 (Length)) |
- |
1000 |
|
- |
| 7.1 Table -1( TOLERANCES - 1.Tolerance on Length & Width) |
- |
- |
|
- |
| 7.2 Table -1(2.Tolerance on Thickness ) |
- |
- |
|
- |
| 8.2(TESTS -Load Bearing Capacity Test ) |
- |
- |
|
- |
| 8.3 Table 1 & 7.1(TESTS-Measurement of Thickness ) |
- |
- |
|
- |
| 8.4(TESTS-Water Absorption Test ) |
- |
- |
|
- |
| 11(MARKING-Each board shall be stamped or marked by any suitable
method on non weathering side with the following
information: ) |
- |
- |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 12.04.2024 |
| 210 |
IS 2096 (1992) |
Asbestos cement flat sheets - Specification (First Revision) |
Asbestos cement flat sheets |
13000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1(DIMENSIONS AND TOLERANCES - Nominal Thickness) |
- |
1000 |
|
- |
| 7.2(DIMENSIONS AND TOLERANCES - Nominal Length and Width) |
- |
1000 |
|
- |
| 7.3.1 & 7.3.2 & 7.3.3(DIMENSIONS AND TOLE+I7RANCES - 1.Tolerance on Thickness 2.Tolerance on Leng+I58th & Width 3. Tolerance on shape ) |
- |
1000 |
|
- |
| 8.2 Table -1(Tests -Bending Strenth Test) |
- |
4500 |
|
- |
| 8.3(Tests- Thickness) |
- |
1000 |
|
- |
| 8.4 and 8.5 & 7.3.3.1 & 7.3.3.2(Tests- 1.Straigthness of edges 2.Squareness of edges) |
- |
3000 |
|
- |
| 8.6(Density) |
- |
1100 |
|
- |
| 11.1(Marking- Each sheet shall be stamped or marked by any suitable method on the surface not exposed to the weather with the following information:) |
- |
200 |
|
- |
| 11.2(Standard Mark.) |
- |
200 |
|
- |
| 7.1(DIMENSIONS AND TOLERANCES - Nominal Thickness) |
- |
- |
|
- |
| 7.2(DIMENSIONS AND TOLERANCES - Nominal Length and Width) |
- |
- |
|
- |
| 7.3.1 & 7.3.2 & 7.3.3(DIMENSIONS AND TOLE+I7RANCES - 1.Tolerance on Thickness 2.Tolerance on Leng+I58th & Width 3. Tolerance on shape ) |
- |
- |
|
- |
| 8.2 Table -1(Tests -Bending Strenth Test) |
- |
- |
|
- |
| 8.3(Tests- Thickness) |
- |
- |
|
- |
| 8.4 and 8.5 & 7.3.3.1 & 7.3.3.2(Tests- 1.Straigthness of edges 2.Squareness of edges) |
- |
- |
|
- |
| 8.6(Density) |
- |
- |
|
- |
| 11.1(Marking- Each sheet shall be stamped or marked by any suitable method on the surface not exposed to the weather with the following information:) |
- |
- |
|
- |
| 11.2(Standard Mark.) |
- |
- |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 15.04.2024 |