| 1 |
GECS LAB PRIVATE LIMITED
| 9188536
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M 30 to M 55 |
17000.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
300 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2500 |
|
for set of 3 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
500 |
|
for set of 1 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1500 |
|
for set of 3 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
500 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
250 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
300 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
250 |
|
for set of 1 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
250 |
|
for set of 1 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
for set of 8 |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1000 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
500 |
|
for set of 1 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
for set of 1 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
350 |
|
for set of 8 |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
250 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
350 |
|
for set of 8 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
for set of 1 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
350 |
|
for set of 8 |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
250 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
350.00 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2000 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
500 |
|
for set of 1 |
| Clause 7.1.1
(General Quality) |
- |
300 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
250 |
|
for set of 1 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
for set of 1 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
500 |
|
NA |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
0 |
|
NA |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
0 |
|
NA |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
0 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
200 |
|
for set of 1 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
100 |
|
for set of 8 |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
0 |
|
NA |
| Clause 3.20(Spacer nibs) |
- |
300 |
|
for set of 8 |
| 10(Marking) |
- |
0 |
|
NA |
| cl.5(Cement) |
- |
0 |
|
NA |
| 5.2(Mineral Admixture) |
- |
0 |
|
NA |
| 5.3(Chemical Admixtures) |
- |
0 |
|
NA |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
NA |
| 5.5(Pigments) |
- |
0 |
|
NA |
| 5.6(Water) |
- |
0 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2000 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
500 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
50 |
|
for set of 1 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2000 |
|
for set of 3 |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
0 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
for set of 1 |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
300 |
|
for set of 8 |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
0 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
0 |
|
- |
|
22 Sep, 2028 |
-
- |
| 2 |
NATIONAL TEST HOUSE-ER (NTH), KOLKATA
| 5140804
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
26000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
10000 |
|
- |
|
14 Jun, 2027 |
-
- |
| 3 |
NATIONAL TEST HOUSE-SR (NTH), Chennai
| 6122704
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
999.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
999.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
999.98 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
999.99 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
999.99 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
999.98 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1999.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1999.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2999.97 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2999.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
3000.01 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1999.99 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
499.98 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
499.99 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
499.99 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
499.98 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
499.98 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
499.99 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
499.98 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
499.98 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
499.99 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
499.98 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
499.99 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
499.99 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
499.99 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
499.99 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
499.99 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
499.98 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
499.99 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
499.99 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
499.98 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
499.98 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
499.99 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
499.98 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
499.98 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
499.98 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
499.98 |
|
- |
| 10(Marking) |
- |
499.98 |
|
- |
| cl.5(Cement) |
- |
0 |
|
- |
| 5.2(Mineral Admixture) |
- |
0 |
|
- |
| 5.3(Chemical Admixtures) |
- |
0 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
- |
| 5.5(Pigments) |
- |
0 |
|
- |
| 5.6(Water) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
1999.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
1999.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
1999.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
2000 |
|
- |
|
28 Nov, 2028 |
-
Included w.e.f 17.06.2026 |
| 4 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M30 to M55 grade |
50000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
30000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
25000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
20000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
30000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
30000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
24999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
20000 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
499.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1999.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
4000 |
|
- |
| 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) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
333.29 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
100 |
|
- |
| 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) |
- |
99.99 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
99.97 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
99.99 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
99.99 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
100 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
100 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
99.99 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
100 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
99.99 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
49.98 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
50 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
50 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
50 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
100 |
|
- |
| 10(Marking) |
- |
0 |
|
- |
| cl.5(Cement) |
- |
0 |
|
- |
| 5.2(Mineral Admixture) |
- |
0 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
- |
| 5.5(Pigments) |
- |
0 |
|
- |
| 5.6(Water) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
499.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
499.99 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
500 |
|
- |
| 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) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
333.3 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
50 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
50 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
50 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
50 |
|
- |
| 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) |
- |
50 |
|
- |
| 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) |
- |
50 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
50 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
50 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
50 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
50 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
50 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
50 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
50 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
50 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
50 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
50 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
100 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
50 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
50 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
100 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
100 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
50 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
50 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
50 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
50 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
50 |
|
- |
| 10(Marking) |
- |
0 |
|
- |
| cl.5(Cement) |
- |
0 |
|
- |
| 5.2(Mineral Admixture) |
- |
0 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
- |
| 5.5(Pigments) |
- |
0 |
|
- |
| 5.6(Water) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
499.98 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
500 |
|
- |
|
- |
-
included w.e.f 29.07.2026
cl.5 (Cement)
5.2 (Mineral Admixture)
5.3 (Chemical Admixtures)
5.4 (Coarse and Fine Aggregates)
5.5 (Pigments)
5.6 (Water) |
| 5 |
Eco Paryavaran Laboratories and Consultants Pvt. Ltd.
| 9198906
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All Grade M-30, M-35, M-40, M-50, M-55 / Thickness As Per IS Standard / Single and Double layer (Group I and Group II) |
21500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
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 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
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 7.2 & 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 & 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. (vii)(Indivdual Plan Area (Asp)) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
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)) |
- |
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. (vi)(Indivdual Thickness of wearing Layer) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
200 |
|
- |
| 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)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1500 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1500 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
200 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
200 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
200 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
200 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
200 |
|
- |
| 10(Marking) |
- |
100 |
|
- |
| cl.5(Cement) |
- |
0 |
|
- |
| 5.2(Mineral Admixture) |
- |
0 |
|
- |
| 5.3(Chemical Admixtures) |
- |
0 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
18000 |
|
If Coarse & fine aggregate samples submitted Separately. Rs 10000/- for coarse aggregate & Rs 8000/- for fine aggregate |
| 5.5(Pigments) |
- |
0 |
|
- |
| 5.6(Water) |
- |
4500 |
|
If sample of the water submitted separately. |
|
11 Aug, 2029 |
-
Exclusion: Clause 7.3 & 9.1.4, Table 3, Freeze Thaw Durability Test |
| 6 |
QUALITY INTERNATIONAL RESEARCH & LABORATORIES PRIVATE LIMITED
| 5197006
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1500 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
1500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
1500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
1500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
1500 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
1500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
1500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
1500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
1500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
1500 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
1500 |
|
- |
| 10(Marking) |
- |
1500 |
|
- |
| cl.5(Cement) |
- |
1500 |
|
- |
| 5.3(Chemical Admixtures) |
- |
1500 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
1500 |
|
- |
| 5.5(Pigments) |
- |
1500 |
|
- |
| 5.6(Water) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
1500 |
|
- |
| 5.2(Mineral Admixture) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
1500 |
|
- |
|
- |
-
Included w.e.f 16.03.2026 |
| 7 |
MORBI TEST HOUSE LLP
| 7195306
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All Grade M-30, M-35, M-40, M-50, M-55 / All Thickness / Single and Double layer (Group I and Group II) |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
3000 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
2000 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
500 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
500 |
|
- |
| 10(Marking) |
- |
500 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
12000 |
|
Paving Block + aggregate = 14000 + 12000 |
| 5.6(Water) |
- |
7000 |
|
Paving Block + Construction Water = 14000 + 7000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
2000 |
|
- |
|
- |
-
Included w.e.f. 13.01.2025
Exclusion: cl.5 (Cement), 5.2 (Mineral Admixture), 5.3 (Chemical Admixtures), 5.5 (Pigments) |
| 8 |
National Soil Testing and Research Laboratories, Panchkula
| 9182936
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-25, M-30, M-35, M-40, M-45, M-50, M-55 |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
2500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2500 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
2500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
2500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
2500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
2500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
2500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
2500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
2500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
2500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
2500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
2500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
2500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
2500 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
2500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
2500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
2500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
2500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
2500 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
2500 |
|
- |
| 10(Marking) |
- |
2500 |
|
- |
| cl.5(Cement) |
- |
2500 |
|
- |
| 5.2(Mineral Admixture) |
- |
2500 |
|
- |
| 5.3(Chemical Admixtures) |
- |
2500 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
2500 |
|
- |
| 5.5(Pigments) |
- |
2500 |
|
- |
| 5.6(Water) |
- |
2500 |
|
- |
|
- |
-
- |
| 9 |
Ghaziabad Testing Laboratories Pvt Ltd, Ghaziabad
| 8125006
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All Grade |
22500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
500 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
400 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
800 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
800 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
1000 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
100 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
800 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
1000 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
500 |
|
- |
| 10(Marking) |
- |
0 |
|
- |
| cl.5(Cement) |
- |
500 |
|
- |
| 5.2(Mineral Admixture) |
- |
800 |
|
- |
| 5.3(Chemical Admixtures) |
- |
600 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
1000 |
|
- |
| 5.5(Pigments) |
- |
500 |
|
- |
| 5.6(Water) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
500 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
600 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
600 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
600 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
600 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
600 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
600 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
600 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
600 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
500 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
500 |
|
- |
| 10(Marking) |
- |
500 |
|
- |
| cl.5(Cement) |
- |
500 |
|
- |
| 5.2(Mineral Admixture) |
- |
500 |
|
- |
| 5.3(Chemical Admixtures) |
- |
500 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
500 |
|
- |
| 5.5(Pigments) |
- |
500 |
|
- |
| 5.6(Water) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
500 |
|
- |
|
30 Sep, 2027 |
-
included w.e.f 27.01.2026 |
| 10 |
MEKANIKA TESTING LABS LLP
| 8191236
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
GRADE - M-30, M-35, M-40, M-50 and M-55 / Thickness - 50 mm and not more than 120 mm / Single and Double layer ( GROUP I AND GROUP II) |
11500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
200 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
200 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
400 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
400 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
400 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
400 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
400 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
200 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
400 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
400 |
|
- |
| 10(Marking) |
- |
200 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1000 |
|
- |
| 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)) |
- |
1000 |
|
- |
|
21 Nov, 2028 |
-
Cl.7.3 & 9.1.4, Table 3, Sl NO. (vi) (Freeze Thaw Durability (Weight losses of Specimen after 10 Cycles) |
| 11 |
National Test House (NR) - NTH, Ghaziabad
| 8101304
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
250 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
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)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
4000 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
250 |
|
- |
|
- |
-
- |
| 12 |
Arihant Analytical Laboratory Pvt. Ltd., Sonipat
| 9167906
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
17500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
500 |
|
- |
| 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) b)(Water absorption (Average of three test specimens)) |
- |
250 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
250 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
250 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
250 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
250 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
250 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
250 |
|
- |
| 10(Marking) |
- |
250 |
|
- |
| cl.5(Cement) |
- |
1000 |
|
- |
| 5.2(Mineral Admixture) |
- |
1000 |
|
- |
| 5.3(Chemical Admixtures) |
- |
1000 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
1000 |
|
- |
| 5.5(Pigments) |
- |
1000 |
|
- |
| 5.6(Water) |
- |
1000 |
|
- |
|
02 Jun, 2027 |
-
- |
| 13 |
Gravitas Laboratories Private Limited, Greater Noida
| 8182606
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
0 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
3000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
1500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
1500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
1000 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
1000 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
1500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
1500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
1500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
1500 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
1500 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
- |
| 5.6(Water) |
- |
0 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
0 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
0 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
0 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
0 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
0 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
0 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
0 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
0 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
0 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
0 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
0 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
0 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
0 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
0 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
0 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
0 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
0 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
0 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
0 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
0 |
|
- |
|
- |
-
- |
| 14 |
Accumetrix Testing Solutions Pvt. Ltd.
| 9188436
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
15500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
400 |
|
4000 for complete dimensions test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
400 |
|
4000 for complete dimensions test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
400 |
|
4000 for complete dimensions test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
400 |
|
4000 for complete dimensions test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
750 |
|
750 for water absorption test |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1600 |
|
1600 for Compressive strength test |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1200 |
|
1200 for dry abrasion strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1200 |
|
1200 for wet abrasion strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2400 |
|
2400 for Tensile Splitting Strength/Failure load per unit length test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
4800 |
|
4800 for Flexural Strength/Breaking Load Test. |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
4800 |
|
4800 for Flexural Strength/Breaking Load Test. |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2400 |
|
2400 for Tensile Splitting Strength/Failure load per unit length test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
4800 |
|
4800 for Flexural Strength/Breaking Load Test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2400 |
|
2400 for Tensile Splitting Strength/Failure load per unit length test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1200 |
|
1200 for wet abrasion strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1200 |
|
1200 for Dry abrasion strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1600 |
|
1600 for Compressive strength test |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
750 |
|
750 for water absorption test |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
400 |
|
4000 for complete dimensions test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
400 |
|
4000 for complete dimensions test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
400 |
|
4000 for complete dimensions test. |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
4800 |
|
4800 for Flexural Strength/Breaking Load Test. |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2400 |
|
2400 for Tensile Splitting Strength/Failure load per unit length test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
400 |
|
4000 for complete dimensions test. |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.1.3
(Colour and Texture) |
- |
100 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
100 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
100 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
500 |
|
4000 for complete dimensions test. |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
500 |
|
4000 for complete dimensions test. |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
500 |
|
4000 for complete dimensions test. |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 3.20(Spacer nibs) |
- |
500 |
|
4000 for complete dimensions test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength (ii)) |
- |
1600 |
|
1600 for Compressive Strength Test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (iii)) |
- |
1600 |
|
1600 for Compressive Strength Test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength -(iv)) |
- |
1600 |
|
1600 for Compressive Strength Test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Indivdual Compressive strength - (v)) |
- |
1600 |
|
1600 for Compressive Strength Test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (ii)) |
- |
4800 |
|
4800 for Flexural Strength/Breaking Load Test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (iii)) |
- |
4800 |
|
4800 for Flexural Strength/Breaking Load Test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (ii)) |
- |
2400 |
|
2400 for Tensile Splitting Strength/Failure load per unit length test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (iii)) |
- |
2400 |
|
2400 for Tensile Splitting Strength/Failure load per unit length test. |
|
19 Sep, 2028 |
-
Exclusion: Freeze Thaw durability |
| 15 |
ACE TEST HOUSE PRIVATE LIMITED (8161906), NEW DELHI
| 8161906
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30,M-35,M-40,M-50,M-55 |
14400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.1.1
(General Quality) |
- |
200 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
200 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
200 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
100 |
|
- |
| 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) |
- |
100 |
|
- |
| 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) |
- |
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) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
200 |
|
- |
| 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. (vii)(Indivdual Plan Area (Asp)) |
- |
200 |
|
- |
| 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. (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)) |
- |
300 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
100 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
100 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
200 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
500 |
|
15% Discount for BIS Sample |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
100 |
|
15% Discount for BIS Sample |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
200 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
100 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
200 |
|
- |
| 10(Marking) |
- |
100 |
|
- |
|
26 Aug, 2027 |
-
- |
| 16 |
ALPHA TEST HOUSE PVT LTD, BAHADURGARH
| 8185306
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
ALL |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1000 |
|
- |
| 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)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
1000 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
1000 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
1000 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
1000 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
1000 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
1000 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
1000 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
1000 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
1000 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
1000 |
|
- |
| 10(Marking) |
- |
1000 |
|
- |
| cl.5(Cement) |
- |
1000 |
|
- |
| 5.2(Mineral Admixture) |
- |
1000 |
|
- |
| 5.3(Chemical Admixtures) |
- |
1000 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
1000 |
|
- |
| 5.5(Pigments) |
- |
1000 |
|
- |
| 5.6(Water) |
- |
1000 |
|
- |
|
08 May, 2028 |
-
Included w.e.f.24.06.2025 |
| 17 |
Atckon Laboratories LLP, Bahadurgarh
| 8186436
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
15500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
15500 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
15500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
15500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
15500 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
15500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
15500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
15500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
15500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
15500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
15500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
15500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
15500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
15500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
15500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
15500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
15500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
15500 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
15500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
15500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
15500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
15500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
15500 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
15500 |
|
- |
| 10(Marking) |
- |
15500 |
|
- |
| cl.5(Cement) |
- |
15500 |
|
- |
| 5.2(Mineral Admixture) |
- |
15500 |
|
- |
| 5.3(Chemical Admixtures) |
- |
15500 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
15500 |
|
- |
| 5.5(Pigments) |
- |
15500 |
|
- |
| 5.6(Water) |
- |
15500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
15500 |
|
- |
|
- |
-
- |
| 18 |
PAAM Testing Labs Private Limited, Greater Noida
| 8185506
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
10000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
10000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
10000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
10000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
10000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
10000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
1000 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
1000 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
1000 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
1000 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
1000 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
1000 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
1000 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
1000 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
1000 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
1000 |
|
- |
| 10(Marking) |
- |
1000 |
|
- |
| cl.5(Cement) |
- |
1000 |
|
- |
| 5.2(Mineral Admixture) |
- |
1000 |
|
- |
| 5.3(Chemical Admixtures) |
- |
1000 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
1000 |
|
- |
| 5.5(Pigments) |
- |
1000 |
|
- |
| 5.6(Water) |
- |
1000 |
|
- |
|
08 May, 2028 |
-
Included w.e.f 13.05.2025 |
| 19 |
QA TESTING LABORATORIES PRIVATE LIMITED, NOIDA
| 8169906
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
6500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
200 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
300 |
|
Testing facility available |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
300 |
|
Testing facility available |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
300 |
|
Testing facility available |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
300 |
|
Testing facility available |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
300 |
|
Testing facility available |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
300 |
|
Testing facility available |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
300 |
|
Testing facility available |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
300 |
|
Testing facility available |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
300 |
|
Testing facility available |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
300 |
|
Testing facility available |
| 5.4(Coarse and Fine
Aggregates) |
- |
300 |
|
Testing facility available |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
300 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
300 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
300 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
300 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
300 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
300 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
300 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
300 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
300 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
300 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
300 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
300 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
300 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
300 |
|
. |
|
05 Apr, 2028 |
-
Included w.e.f 04.07.2025
Except freeze thaw durability |
| 20 |
Standard Testing Laboratory Private Limited
| 8170106
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All Grade |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.1.3
(Colour and Texture) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 7.1.1
(General Quality) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Clause 3.20(Spacer nibs) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 10(Marking) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
|
10 Apr, 2028 |
-
- |
| 21 |
Standard Testing Laboratory Private Limited
| 8170106
| IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
- |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.2(Physical requirement) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 6.1.3(Physical requirement) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 6.1.4(Physical requirement) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) ) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
300 |
|
Complete Testing Charges Rs 10000 |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| 6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| 6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
| Annex-G-7(AVERAGE BREAKING LOAD) |
- |
1000 |
|
Complete Testing Charges Rs 10000 |
|
10 Apr, 2028 |
-
- |
| 22 |
KRISHNA DIGITAL MATERIAL TESTING LABORATORY LLP, BHOPAL
| 8168706
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M30 TO M50 |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
100 |
|
0 |
| Clause 7.1.3
(Colour and Texture) |
- |
100 |
|
0 |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
100 |
|
0 |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
250 |
|
0 |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
250 |
|
0 |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
250 |
|
0 |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
250 |
|
0 |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
250 |
|
0 |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
250 |
|
0 |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
150 |
|
0 |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
150 |
|
0 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
150 |
|
0 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
150 |
|
0 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
100 |
|
0 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
100 |
|
0 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
200 |
|
0 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
200 |
|
0 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
200 |
|
0 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
150 |
|
00 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
100 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
500 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
500 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1000 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1000 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1000 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
800 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
800 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
750 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1500 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1500 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1200 |
|
0 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1200 |
|
0 |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1500 |
|
0 |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1200 |
|
0 |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1100 |
|
0 |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1100 |
|
0 |
|
19 Aug, 2027 |
-
- |
| 23 |
KRISHNA DIGITAL MATERIAL TESTING LABORATORY LLP, BHOPAL
| 8168706
| IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
Precast Concrete Paving Blocks |
8350 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
100 |
|
- |
| 6.1.2(Physical requirement) |
- |
100 |
|
- |
| 6.1.3(Physical requirement) |
- |
100 |
|
- |
| 6.1.4(Physical requirement) |
- |
100 |
|
- |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
100 |
|
- |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
100 |
|
- |
| B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
100 |
|
- |
| B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
100 |
|
- |
| B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
200 |
|
- |
| B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
100 |
|
- |
| B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
100 |
|
- |
| B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
100 |
|
- |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
100 |
|
- |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
100 |
|
- |
| B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
100 |
|
- |
| B-5(AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
100 |
|
- |
| B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
100 |
|
- |
| B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
100 |
|
- |
| 6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
100 |
|
- |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
500 |
|
- |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
1000 |
|
- |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
500 |
|
- |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
1250 |
|
- |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
1150 |
|
- |
| 6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
500 |
|
- |
| 6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
500 |
|
- |
| Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen )) |
- |
200 |
|
- |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
750 |
|
- |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
1000 |
|
- |
| Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
250 |
|
- |
| Annex-G-7(AVERAGE BREAKING LOAD) |
- |
250 |
|
- |
| 6.2.4, Table 4(Water Absorption) |
- |
250 |
|
- |
|
19 Aug, 2027 |
-
- |
| 24 |
QA TESTING LABORATORIES PRIVATE LIMITED LUCKNOW
| 9192006
| 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 |
|
- |
|
- |
-
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) |
| 25 |
PAAM Testing Labs Private Limited, Greater Noida
| 8185506
| IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
- |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.2(Physical requirement) |
- |
1000 |
|
- |
| 6.1.3(Physical requirement) |
- |
1000 |
|
- |
| 6.1.4(Physical requirement) |
- |
1000 |
|
- |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
1000 |
|
- |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
1000 |
|
- |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
1000 |
|
- |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
1000 |
|
- |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
1000 |
|
- |
| B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
1000 |
|
- |
| B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
1000 |
|
- |
| Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
1000 |
|
- |
| B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
1000 |
|
- |
| B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
1000 |
|
- |
| B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
1000 |
|
- |
| B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
1000 |
|
- |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
1000 |
|
- |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
1000 |
|
- |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
1000 |
|
- |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
1000 |
|
- |
| B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
1000 |
|
- |
| B-5(AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
1000 |
|
- |
| B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
1000 |
|
- |
| B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
1000 |
|
- |
| B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) ) |
- |
1000 |
|
- |
| B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
1000 |
|
- |
| 6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
1000 |
|
- |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
1000 |
|
- |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
1000 |
|
- |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
10000 |
|
- |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens)) |
- |
10000 |
|
- |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
10000 |
|
- |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
10000 |
|
- |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
10000 |
|
- |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
10000 |
|
- |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
10000 |
|
- |
| 6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
10000 |
|
- |
| 6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
10000 |
|
- |
| Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen )) |
- |
10000 |
|
- |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
10000 |
|
- |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
10000 |
|
- |
| Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
10000 |
|
- |
| Annex-G-7(AVERAGE BREAKING LOAD) |
- |
10000 |
|
- |
| Cl. 6.2.2 Table 2(Overall Length) |
- |
1000 |
|
- |
| 6.2.4, Table 4(Water Absorption) |
- |
1000 |
|
- |
| 6.2.4, Table 4(Water Absorption) |
- |
1000 |
|
- |
| 6.2.4, Table 4(Water Absorption) |
- |
1000 |
|
- |
| 6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
| 6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
| 6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
| 6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
| 6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
| 6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
| 6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
| 6.2.8, Table 4(Flexural strength) |
- |
10000 |
|
- |
| 6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
| 6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
| 6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
| 6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
| 6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
| 6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
| 6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
| 6.2.7, Table 4(Tensile Spliting strength) |
- |
10000 |
|
- |
| 6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
| 6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
| 6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
| 6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
| 6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
| 6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
| 6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
| 6.2.5, Table 4(Compressive strength) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Wet) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
| 6.2.6, Table 4(Abrasion Resistance Dry ) |
- |
10000 |
|
- |
| 6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Arris Width wise ) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Aspect Ratio) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Thickness) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Lower Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Higher Width) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Length) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Length) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Length) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Length) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Length) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Length) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Length) |
- |
1000 |
|
- |
| 6.2.2, Table 4(Length) |
- |
1000 |
|
- |
| 10(Marking) |
- |
1000 |
|
- |
| 5(RAW MATERIAL) |
- |
1000 |
|
- |
| 10(MARKING) |
- |
1000 |
|
- |
|
08 May, 2028 |
-
- |
| 26 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.1.1
(General Quality) |
- |
1000 |
|
Sound, visual defects and cracks of paver blocks
15000(Without optional tests), 20000(With optional tests) |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
Sound, visual defects and cracks of paver blocks |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
Bonding and Delamination between the layers of paver blocks, |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
500 |
|
Bonding and Delamination between the layers of paver blocks, |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
3000 |
|
All Dimension |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
3000 |
|
All Dimension |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
3000 |
|
All Dimension |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
3000 |
|
All Dimension |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
3000 |
|
All Dimension |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
3000 |
|
All Dimension |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
3000 |
|
All Dimension |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
3000 |
|
All Dimension |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
3000 |
|
All Dimension |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
3000 |
|
Water absorption |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
3000 |
|
Water absorption |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
5000 |
|
Compressive strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
5000 |
|
Compressive strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
5000 |
|
Dry and wet Abrasion Resistance |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
5000 |
|
Tensile splitting strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
5000 |
|
Tensile splitting strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
5000 |
|
Flexural strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
5000 |
|
Flexural strength |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
5000 |
|
Tensile splitting strength and failure load per unit length |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
5000 |
|
Tensile splitting strength and failure load per unit length |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
5000 |
|
Flexural strength and Breaking Load |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
5000 |
|
Flexural strength and Breaking Load |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
10000 |
|
Freeze Thaw durability complete cycles |
|
18 Dec, 2027 |
-
- |
| 27 |
VERTEX TESTING LABORATORY PRIVATE LIMITED, GHAZIABAD
| 8185906
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
5000 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
400 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
400 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
400 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
400 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1900 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1900 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1900 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1900 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1800 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1800 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
400 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
400 |
|
- |
| 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 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
400 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
400 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
400 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
200 |
|
- |
| 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 3.20(Spacer nibs) |
- |
400 |
|
- |
| 10(Marking) |
- |
0 |
|
- |
| cl.5(Cement) |
- |
0 |
|
- |
| 5.2(Mineral Admixture) |
- |
0 |
|
- |
| 5.3(Chemical Admixtures) |
- |
0 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
- |
| 5.5(Pigments) |
- |
0 |
|
- |
| 5.6(Water) |
- |
0 |
|
- |
|
23 May, 2028 |
-
Except freeze thaw durability (Optional test) |
| 28 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
15500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
2500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
1250 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
700 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
250 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
250 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
250 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
250 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
250 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
250 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
250 |
|
NA |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
250 |
|
NA |
| 10(Marking) |
- |
250 |
|
NA |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
250 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
NA |
| Clause 7.1.1
(General Quality) |
- |
250 |
|
NA |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
NA |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
250 |
|
NA |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
NA |
|
17 Jun, 2027 |
-
- |
| 29 |
Elutech Laboratory and Calibration Services, Jaipur
| 9179806
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All Grade, Size. Both Single and Double Layer |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
0 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
12500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
12500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
12500 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
12500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
12500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
12500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
12500 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
12500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
12500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
12500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
12500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
12500 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
12500 |
|
- |
| 10(Marking) |
- |
12500 |
|
- |
| cl.5(Cement) |
- |
0 |
|
- |
| 5.2(Mineral Admixture) |
- |
0 |
|
- |
| 5.3(Chemical Admixtures) |
- |
0 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
- |
| 5.5(Pigments) |
- |
0 |
|
- |
| 5.6(Water) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
0 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
12500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
12500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
12500 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
12500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
12500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
12500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
12500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
12500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
12500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
12500 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
12500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
12500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
12500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
12500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
12500 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
12500 |
|
- |
| 10(Marking) |
- |
12500 |
|
- |
| cl.5(Cement) |
- |
0 |
|
- |
| 5.2(Mineral Admixture) |
- |
0 |
|
- |
| 5.3(Chemical Admixtures) |
- |
0 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
- |
| 5.5(Pigments) |
- |
0 |
|
- |
| 5.6(Water) |
- |
0 |
|
- |
|
26 Aug, 2027 |
-
Included.w.e.f.13.02.2025 |
| 30 |
CHOKSI LABORATORIES LIMITED, INDORE
| 8136916
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M 30, M 35, M 40, M 50, M 55 |
14900 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
9000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
9000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
9000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
9000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
9000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
9000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
9000 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
2500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2500 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1250 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1250 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
100 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
100 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
500 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
0 |
|
Exclusion |
| 10(Marking) |
- |
0 |
|
Exclusion |
| cl.5(Cement) |
- |
0 |
|
Exclusion |
| 5.2(Mineral Admixture) |
- |
0 |
|
Exclusion |
| 5.3(Chemical Admixtures) |
- |
0 |
|
Exclusion |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
Exclusion |
| 5.5(Pigments) |
- |
0 |
|
Exclusion |
| 5.6(Water) |
- |
0 |
|
Exclusion |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
2500 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
2500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2500 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
250 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
100 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
2500 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
2500 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2500 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
100 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
100 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
100 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
100 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
500 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
500 |
|
- |
|
31 Dec, 2026 |
-
Included w.e.f.28.07.2025
exclusion
(Raw Material) |
