| 2 |
IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
7200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
200 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
200 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
200 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
200 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
200 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
200 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
200 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
200 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
200 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
200 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
200 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
100 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
200 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
200 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
200 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
200 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
200 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
200 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
200 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
200 |
|
- |
|
03 Dec, 2028 |
- Clause 7.3 & 9.1.4, Table 3, SI No. (vi) (Freeze Thaw durability, Clause 6.3 (Bonding and Delamination between the layers of paver blocks), Clause 3.20 (Spacer nibs), 10 (Marking), 5.2 (Mineral Admixture), 5.3 (Chemical Admixtures), 5.4 (Coarse and Fine Aggregates), 5.5 (Pigments), 5.6 (Water), cl.5 (Cement) |
| 3 |
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 |
|
- |
|
03 Dec, 2028 |
- - |