| 31 |
CHOKSI LABORATORIES LIMITED, INDORE
| 8136916
| IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
- |
13000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
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 |
|
- |
| Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
100 |
|
- |
| B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
100 |
|
- |
| 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 |
|
- |
| B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) ) |
- |
100 |
|
- |
| B-5(AVERAGE SQUARENESS (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)) |
- |
1000 |
|
- |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
1250 |
|
- |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
1250 |
|
- |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
750 |
|
- |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
750 |
|
- |
| 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 |
|
- |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
250 |
|
- |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
250 |
|
- |
| Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
250 |
|
- |
| Annex-G-7(AVERAGE BREAKING LOAD) |
- |
250 |
|
- |
| 6.2.2, Table 4(Arris Width wise ) |
- |
100.01 |
|
- |
| 6.1.3(Physical requirement) |
- |
4000 |
|
FREEZE THAW DURABILITY |
|
31 Dec, 2026 |
-
- |
| 32 |
CEG Test House & Research Centre Private Limited, Jaipur
| 8119706
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30, M-35, M-40, M-50, M-55 |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
1500 |
|
None |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
1500 |
|
Charges for Dimensions |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
1500 |
|
Charges for Dimensions |
| B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
1500 |
|
Charges for Dimensions |
| B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
1500 |
|
Charges for Dimensions |
| B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
1500 |
|
Charges for Dimensions |
| B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
1500 |
|
Charges for Dimensions |
| B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
1500 |
|
Charges for Dimensions |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
800 |
|
None |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
800 |
|
None |
| 6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
1200 |
|
None |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
900 |
|
None |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
2000 |
|
None |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
2000 |
|
None |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
900 |
|
None |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
900 |
|
None |
| 6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
1500 |
|
None |
| 6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
1500 |
|
None |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
1200 |
|
None |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
1200 |
|
None |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
1500 |
|
None |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
1500 |
|
Charges for Dimensions |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
1500 |
|
Charges for Dimensions |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
1500 |
|
Charges for Dimensions |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
1500 |
|
Charges for Dimensions |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
1500 |
|
Charges for Dimensions |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
1500 |
|
Charges for Dimensions |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
1500 |
|
None |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
800 |
|
None |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
800 |
|
None |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
1200 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
900 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2000 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2000 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
900 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
900 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1500 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1500 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1200 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1200 |
|
None |
| 5.6(Water) |
- |
1200 |
|
None |
| Clause 7.1.3
(Colour and Texture) |
- |
1200 |
|
None |
| cl.5(Cement) |
- |
1200 |
|
None |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1200 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
800 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
800 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
800 |
|
None |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
800 |
|
None |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
800 |
|
None |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
800 |
|
None |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
800 |
|
None |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1200 |
|
None |
| Clause 7.1.1
(General Quality) |
- |
800 |
|
None |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1200 |
|
None |
|
31 Dec, 2026 |
-
- |
| 33 |
JBS TESTING SOLUTIONS PVT LTD (27), JALANDHAR
| 9164606
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30, M35, M40, M50, M55 |
15800 View breakup
Rs.18600/- for without optional requirements, Rs.21000/- for complete testing
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2500 |
|
For Complete Water absorption |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1000 |
|
For Complete Compressive strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1000 |
|
For Complete Compressive strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
For dry abrassion -2000 extra (if required, not included in complete testing charges) |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
For dry abrassion -2000 extra (if required, not included in complete testing charges) |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2000 |
|
For dry abrassion -2000 extra (if required, not included in complete testing charges) |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
For dry abrassion -2000 extra (if required, not included in complete testing charges) |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.1.1
(General Quality) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2500 |
|
For Complete Water absorption |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
|
- |
-
Included w.e.f. 28-07-2021. Amendment 1 included w.e.f. 11-10-2022. |
| 34 |
WELL TECH TEST AND RESEARCH CENTER, DERABASSI
| 9177306
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M30,35,40,50,55 THICK- 50MM-120MM SINGLE & DOUBLE LAYER |
10000 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) |
- |
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 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
100 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
100 |
|
- |
| 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. (v)(Indivdual Arris/chamfer, Width) |
- |
100 |
|
- |
| 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. (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. (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) |
- |
100 |
|
- |
| 10(Marking) |
- |
0 |
|
- |
| 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) |
- |
0 |
|
- |
| 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. (ii) a)(Indivdual Compressive strength (i)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1000 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
100 |
|
- |
| 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. (iii) a) ii)(Dry 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 ) |
- |
0 |
|
- |
| 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)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
0 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
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. (v) b)(Average Flexural strength ) |
- |
1000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
0 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
100 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
100 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
100 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
100 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
100 |
|
- |
|
30 Mar, 2027 |
-
- |
| 35 |
Rajkot Metlab Services LLP, Rajkot
| 7183706
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
19800 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 |
|
- |
| 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) |
- |
1500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
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. (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 ) |
- |
3000 |
|
- |
| 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)) |
- |
800 |
|
- |
| 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) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
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. (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)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
800 |
|
- |
| 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) |
- |
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. (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. (vi)(Indivdual Thickness of wearing Layer) |
- |
200 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
200 |
|
- |
| Clause 7.2 & 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 7.2, 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. (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) |
- |
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) |
- |
100 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
100 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
100 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
100 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
100 |
|
- |
| 10(Marking) |
- |
100 |
|
- |
| cl.5(Cement) |
- |
8000 |
|
- |
| 5.2(Mineral Admixture) |
- |
5000 |
|
- |
| 5.3(Chemical Admixtures) |
- |
5000 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
5000 |
|
- |
| 5.5(Pigments) |
- |
3000 |
|
- |
| 5.6(Water) |
- |
5000 |
|
- |
|
12 Jan, 2028 |
-
Cl.7.3 & Cl.9.1.4, Table-3 SI No. (vi) (freeze Thaw durability) |
| 36 |
JBS TESTING SOLUTIONS (Unit-2) (24), Jalandhar
| 9172306
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M30, M35, M40, M50, M55 |
15800 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) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2500 |
|
For Complete Tensile and Flexural |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
For dry abrassion-2000 extra (if required, not included in complete testing charges) |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2000 |
|
For dry abrassion-2000 extra (if required, not included in complete testing charges) |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
For Dry abrassion |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
For Dry abrassion |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1000 |
|
For Complete Compressive strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1000 |
|
For Complete Compressive strength |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2500 |
|
For Complete Water absorption |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2500 |
|
For Complete Water absorption |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.1.3
(Colour and Texture) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 7.1.1
(General Quality) |
- |
7800 |
|
For complete dimension and qualitative tests |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
7800 |
|
For complete dimension and qualitative tests |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
7800 |
|
For complete dimension and qualitative tests |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
7800 |
|
For complete dimension and qualitative tests |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
7800 |
|
For complete dimension and qualitative tests |
| Clause 3.20(Spacer nibs) |
- |
7800 |
|
For complete dimension and qualitative tests |
| 10(Marking) |
- |
7800 |
|
For complete dimension and qualitative tests |
| 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 |
|
- |
|
22 May, 2029 |
-
Included w.e.f. 05-05-2024 |
| 37 |
DVG Laboratories & Consultants Pvt Ltd
| 8193306
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30, M-35, M-40 |
20000 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 (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
10000 |
|
optional testing |
| 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) 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)) |
- |
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)) |
- |
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)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
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. (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, 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 & 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. (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 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) |
- |
0 |
|
- |
| 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 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
10000 |
|
optional testing |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
10000 |
|
optional testing |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
10000 |
|
optional testing |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
10000 |
|
optional testing |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
10000 |
|
optional testing |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
10000 |
|
optional testing |
| 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. (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 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
0 |
|
- |
| 5.6(Water) |
- |
0 |
|
- |
|
10 Dec, 2028 |
-
- |
| 38 |
Alpha Test House Services LLP (160), Sahibzada Ajit Singh Nagar
| 9138706
| IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
M-30;M-35;M-40;M-50;M-55 |
25500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.2(Physical requirement) |
- |
333.33 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.1.3(Physical requirement) |
- |
333.33 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.1.4(Physical requirement) |
- |
333.33 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
350 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
3000 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
2250 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
2250 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
3000 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
3000 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
2250 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
2250 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen )) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| Annex-G-7(AVERAGE BREAKING LOAD) |
- |
900 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
118 |
|
FOR BIS SAMPLES:ADDITIONAL 15% DISCOUNT |
|
31 Dec, 2029 |
-
- |
| 39 |
Spectro Analytical Labs Private Limited, Gautam Buddha Nagar
| 8130426
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
45000 View breakup
Rs.9,000/- for compulsory test,
Rs.15,100/- for complete test
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.2(Physical requirement) |
- |
1000 |
|
NA |
| 6.1.3(Physical requirement) |
- |
2000 |
|
ONLY FOR TWO LAYRED SPECIMEN |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
750 |
|
NA |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
750 |
|
NA |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
750 |
|
NA |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
750 |
|
NA |
| B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
750 |
|
NA |
| B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
750 |
|
NA |
| Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
750 |
|
NA |
| B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
750 |
|
NA |
| B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
750 |
|
NA |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
750 |
|
NA |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
750 |
|
NA |
| B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
750 |
|
NA |
| B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
750 |
|
NA |
| B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
1000 |
|
NA |
| 6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
1000 |
|
NA |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
2000 |
|
NA |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
4500 |
|
NA |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
4500 |
|
NA |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
6000 |
|
NA |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
7500 |
|
NA |
| 6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
4000 |
|
NA |
| 6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
4000 |
|
NA |
| Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen )) |
- |
4000 |
|
NA |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
4500 |
|
NA |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
4500 |
|
NA |
| Annex-G-7(AVERAGE BREAKING LOAD) |
- |
4500 |
|
NA |
| 6.1.4(Physical requirement) |
- |
750 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
15000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
10000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
7000 |
|
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) |
- |
15000 |
|
NA |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
4500 |
|
NA |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
4500 |
|
NA |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
4500 |
|
NA |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
4500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
4500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
4500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
4000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
4000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
4000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
4000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
6000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
6000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
4500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
4500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2000 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
2500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
2500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
2500 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
2000 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
800 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
800 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
1000 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
1000 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
1000 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
1000 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
1000 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
1000 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
1000 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
1000 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
800 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
800 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
800 |
|
NA |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
800 |
|
NA |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
750 |
|
NA |
| Clause 7.1.1
(General Quality) |
- |
1000 |
|
NA |
|
04 Jan, 2030 |
-
- |
| 40 |
MICRO ENGINEERING AND TESTING LABORATORY OPC PRIVATE LIMITED, SONIPAT
| 9186006
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30, M-35, M-40, M-50, M-55 |
22000 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) |
- |
10500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
5500 |
|
- |
| 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) |
- |
10000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
10500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
5500 |
|
- |
| 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) |
- |
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 ) |
- |
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. (iv) b)(Average Tensile splitting strength ) |
- |
3000 |
|
- |
| 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)) |
- |
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)) |
- |
500 |
|
- |
| 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 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
1500 |
|
- |
| 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) |
- |
600 |
|
- |
| 10(Marking) |
- |
500 |
|
- |
| cl.5(Cement) |
- |
1200 |
|
- |
| 5.2(Mineral Admixture) |
- |
1000 |
|
- |
| 5.3(Chemical Admixtures) |
- |
1000 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
2000 |
|
- |
| 5.5(Pigments) |
- |
300 |
|
- |
| 5.6(Water) |
- |
300 |
|
- |
|
04 Jun, 2028 |
-
- |
| 41 |
Delta Testing and Research Laboratories Private Limited (C5)
| 9179506
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All Grade / Type / Size / Designation |
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) |
- |
5000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
5000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
5000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 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 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
5000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
5000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
5000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2000 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 7.1.1
(General Quality) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| Clause 3.20(Spacer nibs) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 10(Marking) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| cl.5(Cement) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 5.2(Mineral Admixture) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 5.3(Chemical Admixtures) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 5.4(Coarse and Fine
Aggregates) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 5.5(Pigments) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
| 5.6(Water) |
- |
500 |
|
10% Discount to BIS and for others 1.5 times of mentioned testing charges. |
|
21 Aug, 2027 |
-
- |
| 42 |
Stellar Test House, Noida
| 8171606
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30,M-35,M-40,M-50,M-55 |
21300 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) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
100 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 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, Depth) |
- |
500 |
|
- |
| 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. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
- |
| 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. (vii)(Indivdual Plan Area (Asp)) |
- |
300 |
|
- |
| 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) |
- |
500 |
|
- |
| 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. (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)) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
600 |
|
- |
| 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. (ii) a)(Indivdual Compressive strength (i)) |
- |
1800 |
|
- |
| 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. (v) a)(Indivdual Flexural strength (i)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
100 |
|
- |
| 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. (iv) b)(Average Tensile splitting strength ) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
3500 |
|
- |
| 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, Annex G(Individual Breaking Load) |
- |
500 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
100 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
3500 |
|
- |
|
26 Sep, 2028 |
-
Excluding freeze thaw durability |
| 43 |
AJEO TESTING LABS PVT LTD, GHAZIABAD
| 8178606
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
PAVER BLOCK |
20000 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 |
|
OPTIONAL TEST PARAMETER NOT COVERED |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
OPTIONAL TEST PARAMETER NOT COVERED |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
0 |
|
OPTIONAL TEST PARAMETER NOT COVERED |
| 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 |
|
OPTIONAL TEST PARAMETER NOT COVERED |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
0 |
|
OPTIONAL TEST PARAMETER NOT COVERED |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
0 |
|
OPTIONAL TEST PARAMETER NOT COVERED |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
0 |
|
OPTIONAL TEST PARAMETER NOT COVERED |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
5000 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
5000 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
5000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
5000 |
|
- |
| 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) |
- |
2500 |
|
- |
| 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) |
- |
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) |
- |
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) |
- |
100 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
100 |
|
- |
| 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 |
|
- |
|
- |
-
Excluding: Clause 7.3 & 9.1.4, Table 3, SI No. (vi) (Freeze Thaw durability
Optional Test |
| 44 |
IDMA LABORATORIES LIMITED, PANCHKULA
| 9123236
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
20000 View breakup
Rs.20000/- (5% discount to BIS)
| 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 ) |
- |
2500 |
|
Total testing charges Rs. 20000/- excluding Optional test as per Table no.3 , serial no. vi Freeze Thaw durability.
Testing charges for Optional test as per Table no.3 , serial no. vi Freeze Thaw durability only are Rs. 18000/-. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
0 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
4700 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
0 |
|
NA |
| Clause 7.1.3
(Colour and Texture) |
- |
100 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
2200 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
0 |
|
Testing charges already mentioned above at Deviation from squareness i.e. Rs. 2200/- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
0 |
|
Testing charges already mentioned above at Average Flexural strength i.e. Rs. 2500/- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
3000 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
0 |
|
Testing charges already mentioned above at Wet Abrasion resistance (Average of three test specimens) i.e. Rs. 3000/- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1700 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
0 |
|
Testing charges already mentioned above at Dry Abrasion resistance (Average of three test specimens) i.e. Rs. 1700/- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
2500 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
0 |
|
Testing charges already mentioned above |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
700 |
|
NA |
| Clause 7.1.1
(General Quality) |
- |
100 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
18000 |
|
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) |
- |
0 |
|
Testing charges already mentioned above |
|
31 Dec, 2026 |
-
REVISED VERSION OF IS 15658:2021 INCLUDED W.E.F. 11-11-2021
Amendment No.1 Included w.e.f. 06.02.2023 |
| 45 |
PIONEER TESTING LABORATORY PRIVATE LIMITED
| 8176806
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All Type |
14850 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) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
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) |
- |
2000 |
|
- |
| 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)) |
- |
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)) |
- |
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)) |
- |
750 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
750 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
750 |
|
- |
| 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)) |
- |
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) |
- |
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) |
- |
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) |
- |
200 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
200 |
|
- |
| 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 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
500 |
|
- |
| 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) |
- |
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 |
|
- |
|
- |
-
- |
| 46 |
SHIVA TEST HOUSE PRIVATE LIMITED, Ghaziabad
| 8177706
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30 TO M-55/SINGLE & DOUBLE LAYER/50MM TO 120 MM THICK |
14000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.1.1
(General Quality) |
- |
250 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
250 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
250 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, 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. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
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, Depth) |
- |
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. (vi)(Thickness of wearing Layer) |
- |
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. (vii)(Plan Area (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. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
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. (ix)(Deviation from squareness) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
2000 |
|
- |
| 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. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2500 |
|
- |
| 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)) |
- |
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. (v) a)(Indivdual Flexural strength (i)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1500 |
|
- |
| 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, Annex G(Individual Breaking Load) |
- |
1500 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
1500 |
|
- |
| 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 & 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 50 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 (Visual Rating of specimen after 10 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 50 cycles) |
- |
3000 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
500 |
|
- |
|
11 Apr, 2027 |
-
- |
| 47 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30, M-35, M-40, M-50 and M-55 |
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) |
- |
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, Annex G(Average Breaking Load) |
- |
2500 |
|
- |
| 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 ) |
- |
2500 |
|
- |
| 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. (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)) |
- |
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) |
- |
1500 |
|
- |
| 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)) |
- |
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. (vi)(Indivdual Thickness of wearing Layer) |
- |
750 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
750 |
|
- |
| 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)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual 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) |
- |
250 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
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 |
|
- |
| 10(Marking) |
- |
500 |
|
- |
| cl.5(Cement) |
- |
8000 |
|
- |
| 5.2(Mineral Admixture) |
- |
5000 |
|
- |
| 5.3(Chemical Admixtures) |
- |
3000 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
6000 |
|
- |
| 5.5(Pigments) |
- |
3000 |
|
- |
| 5.6(Water) |
- |
2500 |
|
- |
|
15 Aug, 2028 |
-
Amendment No.1 Included w.e.f. 21.02.2023 |
| 48 |
BIS, Central Laboratory (CL)
| None
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b) (Water absorption (Average of three test specimens)) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix) (Deviation from squareness) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b) (Average Flexural strength ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a) (Indivdual Flexural strength (i)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b) (Average Tensile splitting strength ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a) (Indivdual Tensile splitting strength (i)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b) (Compressive strength (Average of eight test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a) (Indivdual Compressive strength (i)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii) (Dry Abrasion resistance (Average of three test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i) ( Indivdual Wet Abrasion Resistance ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii) (Wet Abrasion resistance (Average of three test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i) ( Indivdual Dry Abrasion Resistance ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii) (Dry Abrasion resistance (Average of three test specimens)) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Individual Width - Higher) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Average Width -Higher) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Individual Width - Lower) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Average Width -Lower) |
- |
|
|
|
| Clause 7.1.1
(General Quality) |
- |
|
|
|
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Indivdual Arris/chamfer, Width) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Arris/chamfer, Width) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Indivdual Arris/chamfer, Depth) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Arris/chamfer, Depth) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi) (Indivdual Thickness of wearing Layer) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi) (Thickness of wearing Layer) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii) (Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii) (Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a) ( Indivdual Water absorption) |
- |
|
|
|
|
- |
-
complete facility |
| 49 |
AADCO TESTING & RESEARCH LABORATORY PVT LTD (F28), GHAZIABAD
| 8141606
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
ALL GRADE |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.1.1
(General Quality) |
- |
500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
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. (vi)(Thickness of wearing Layer) |
- |
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. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
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) |
- |
1000 |
|
- |
| 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. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
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. (iv) b)(Average Tensile splitting strength ) |
- |
3000 |
|
- |
| 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. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
2500 |
|
- |
| 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 50 cycles) |
- |
10000 |
|
- |
| 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 (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 50 cycles) |
- |
10000 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
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. (vi)(Thickness of wearing Layer) |
- |
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. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
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) |
- |
1000 |
|
- |
| 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. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
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. (iv) b)(Average Tensile splitting strength ) |
- |
3000 |
|
- |
| 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. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
2500 |
|
- |
| 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 50 cycles) |
- |
10000 |
|
- |
| 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 (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 50 cycles) |
- |
10000 |
|
- |
|
26 Jul, 2027 |
-
- |
| 50 |
Mananda Test House, Derabassi
| 9134736
| IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
All Grades |
19950 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.2(Physical requirement) |
- |
100 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| 6.1.3(Physical requirement) |
- |
100 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| 6.1.4(Physical requirement) |
- |
100 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
100 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
400 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
400 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
500 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
400 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
400 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
400 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
400 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) ) |
- |
400 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
400 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| 6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
400 |
|
Complete testing charges for dimensions test are Rs. 4000/- |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
750 |
|
- |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
1600 |
|
Complete testing charges for compressive strength test are Rs. 1600/- |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
200 |
|
Complete testing charges for compressive strength test are Rs. 1600/- |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
3200 |
|
Complete testing charges for abrasion test (both dry & wet) are Rs. 6400/- |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
3200 |
|
Complete testing charges for abrasion test (both dry & wet) are Rs. 6400/- |
| 6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
300 |
|
Complete testing charges for tensile splitting strength test are Rs. 2400/- |
| 6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
2400 |
|
Complete testing charges for tensile splitting strength test are Rs. 2400/- |
| Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen )) |
- |
300 |
|
Complete testing charges for tensile splitting strength test are Rs. 2400/- |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
600 |
|
Complete testing charges for flexural strength test are Rs. 4800/- |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
4800 |
|
Complete testing charges for flexural strength test are Rs. 4800/- |
| Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
600 |
|
Complete testing charges for flexural strength test are Rs. 4800/- |
| Annex-G-7(AVERAGE BREAKING LOAD) |
- |
4800 |
|
Complete testing charges for flexural strength test are Rs. 4800/- |
|
02 Oct, 2028 |
-
- |
| 51 |
Mananda Test House, Derabassi
| 9134736
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
15950 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 |
|
30000 for Freeze Thaw Durability Test |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
30000 |
|
30000 for Freeze Thaw Durability Test |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
30000 |
|
30000 for Freeze Thaw Durability Test |
| 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 |
|
30000 for Freeze Thaw Durability Test |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
30000 |
|
30000 for Freeze Thaw Durability Test |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
30000 |
|
30000 for Freeze Thaw Durability Test |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
30000 |
|
30000 for Freeze Thaw Durability Test |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
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(Average Failure Load per unit Length) |
- |
2400 |
|
2400 for Tensile Splitting Strength/Failure load per unit length 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) b)(Average Flexural strength ) |
- |
4800 |
|
4800 for Flexural Strength/Breaking Load 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) 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. (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) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1200 |
|
1200 for Wet abrasion test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1200 |
|
1200 for Wet abrasion 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 test. |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1200 |
|
1200 for Wet abrasion test. |
| 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. (ii) a)(Indivdual Compressive strength (i)) |
- |
1600 |
|
1600 for Compressive Strength 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. (i) a)( Indivdual Water absorption) |
- |
750 |
|
750 for Water Absorption Test. |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
400 |
|
4000 for complete dimensions 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. (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. (vii)(Indivdual Plan Area (Asp)) |
- |
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. (vi)(Indivdual Thickness of wearing Layer) |
- |
400 |
|
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. (v)(Indivdual Arris/chamfer, Depth) |
- |
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. (v)(Indivdual Arris/chamfer, Width) |
- |
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, 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. (iv)
(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. (iii)
(Thickness, Th) |
- |
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 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
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, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
4000 for complete dimensions test. |
| 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 |
|
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. |
|
02 Oct, 2028 |
-
Amendment No.1 Included w.e.f. 06.02.2023 |
| 52 |
Hindustaan Testing Solutions LLP, Ambala
| 9122136
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All |
21700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 3.20(Spacer nibs) |
- |
0 |
|
(19700 without optional test, 21700 with optional test)
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.1.1
(General Quality) |
- |
400 |
|
Spacer nibs charges included
20% discount to BIS
GSTIN extra as per govt rule |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.1.3
(Colour and Texture) |
- |
0 |
|
Charges Included in Visual inspection
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
0 |
|
Charges Included in Visual inspection
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
200 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
2000 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
3200 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2300 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
2400 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
500 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| 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 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
0 |
|
20% discount to BIS
GSTIN extra as per govt rule |
|
12 Sep, 2028 |
-
Amendment No. 1 included w.e.f. 10-04-2023 |
| 53 |
Hindustaan Testing Solutions LLP, Ambala
| 9122136
| IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
- |
19700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.2(Physical requirement) |
- |
100 |
|
20% discount for BIS |
| 6.1.3(Physical requirement) |
- |
100 |
|
20% discount for BIS |
| 6.1.4(Physical requirement) |
- |
100 |
|
20% discount for BIS |
| 6.2.1 & 7.1(VISUAL INSPECTION) |
- |
100 |
|
20% discount for BIS |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
400 |
|
20% discount for BIS |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
100 |
|
20% discount for BIS |
| B-1.3.1(MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
400 |
|
20% discount for BIS |
| B-5(AVERAGE WIDTH (Average for eight test specimens), W) |
- |
100 |
|
20% discount for BIS |
| B-1.3.1(MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
400 |
|
20% discount for BIS |
| B-5(AVERAGE LENGTH (Average for eight test specimens), L) |
- |
100 |
|
20% discount for BIS |
| Table 1(MINIMUM PAVER BLOCK THICKNESS) |
- |
200 |
|
20% discount for BIS |
| B-1.3.2(MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
200 |
|
20% discount for BIS |
| B-5(AVERAGE THICKNESS (Average for eight test specimens), T) |
- |
100 |
|
20% discount for BIS |
| B-1.3.3(INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
400 |
|
20% discount for BIS |
| B-5(AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
500 |
|
20% discount for BIS |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
| B-2.3(INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
500 |
|
20% discount for BIS |
| B-5(AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
| B-5(INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
600 |
|
20% discount for BIS |
| B-5(AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
| B-5(INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
600 |
|
20% discount for BIS |
| B-5(AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
| B- 4.3(MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) ) |
- |
600 |
|
20% discount for BIS |
| B-5(AVERAGE SQUARENESS (for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
| 6.2.3(THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
0 |
|
20% discount for BIS |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
1400 |
|
20% discount for BIS |
| 6.2.4(WATER ABSORPTION TEST (Average for three test specimens)) |
- |
100 |
|
20% discount for BIS |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens) ) |
- |
100 |
|
20% discount for BIS |
| 6.2.5(AVERAGE COMPRESSIVE STRENGTH (Average for eight test specimens)) |
- |
100 |
|
20% discount for BIS |
| 6.2.5.1(INDIVIDUAL COMPRESSIVE STRENGTH (Individual strength of eight test specimen)) |
- |
3000 |
|
20% discount for BIS |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
1800 |
|
20% discount for BIS |
| 6.2.6(ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
200 |
|
20% discount for BIS |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
1800 |
|
20% discount for BIS |
| 6.2.6(ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
200 |
|
20% discount for BIS |
| 6.2.7(INDIVIDUAL TENSILE SPLITTING STRENGTH (Individual strength of eight test specimen )) |
- |
2000 |
|
20% discount for BIS |
| 6.2.7(AVERAGE TENSILE SPLITTING STRENGTH (for eight test specimen )) |
- |
200 |
|
20% discount for BIS |
| Annex G-7(INDIVIDUAL FAILURE LOAD/UNIT LENGTH (Individual Failure Load of eight test specimen )) |
- |
200 |
|
20% discount for BIS |
| 6.2.8(INDIVIDUAL FLEXURAL STRENGTH (Individual strength of eight test specimen )) |
- |
2000 |
|
20% discount for BIS |
| 6.2.8(AVERAGE FLEXURAL STRENGTH (Average strength of eight test specimen )) |
- |
100 |
|
20% discount for BIS |
| Annex-G-7(INDIVIDUAL BREAKING LOAD (Individual Load of eight test specimen )) |
- |
200 |
|
20% discount for BIS |
| Annex-G-7(AVERAGE BREAKING LOAD) |
- |
100 |
|
20% discount for BIS
GSTIN extra as per govt rule |
|
12 Sep, 2028 |
-
Amendment 3 & 4 included w.e.f. 21-07-2020. |
| 54 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
For all grade |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.1.1
(General Quality) |
- |
|
|
|
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
|
|
|
| Clause 7.1.3
(Colour and Texture) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Arris/chamfer, Width) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Indivdual Arris/chamfer, Width) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Arris/chamfer, Depth) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Indivdual Arris/chamfer, Depth) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi) (Thickness of wearing Layer) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi) (Indivdual Thickness of wearing Layer) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii) (Plan Area (Asp)) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii) (Indivdual Plan Area (Asp)) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii) (Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix) (Deviation from squareness) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a) ( Indivdual Water absorption) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b) (Water absorption (Average of three test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a) (Indivdual Compressive strength (i)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b) (Compressive strength (Average of eight test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i) ( Indivdual Dry Abrasion Resistance ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii) (Dry Abrasion resistance (Average of three test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i) ( Indivdual Wet Abrasion Resistance ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii) (Wet Abrasion resistance (Average of three test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a) (Indivdual Tensile splitting strength (i)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b) (Average Tensile splitting strength ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a) (Indivdual Flexural strength (i)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b) (Average Flexural strength ) |
- |
|
|
|
| Clause 7.3, Annex F (Individual Failure Load per unit Length) |
- |
|
|
|
| Clause 7.3, Annex F (Average Failure Load per unit Length) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Individual Width - Lower) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Average Width -Lower) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Individual Width - Higher) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Average Width -Higher) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a) (Indivdual Flexural strength (i)) |
- |
|
|
|
|
- |
-
Excluding Freeze Thaw Durability (Optional tests) |
| 55 |
Alpha Test House Services LLP (160), Sahibzada Ajit Singh Nagar
| 9138706
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30;M-35;M-40;M-50;M-55 |
24000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.1.1
(General Quality) |
- |
400 |
|
Discount for BIS@ 15 % |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
400 |
|
Discount for BIS@ 15 % |
| Clause 7.1.3
(Colour and Texture) |
- |
100 |
|
Discount for BIS@ 15 % |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
100 |
|
Discount for BIS@ 15 % |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
105 |
|
Discount for BIS@ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
110 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1500 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1500 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1500 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1500 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1500 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1500 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1500 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1500 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1750 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1750 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1750 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1750 |
|
Discount for BIS@ 15 % |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
500 |
|
Discount for BIS@ 15 % |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
500 |
|
Discount for BIS@ 15 % |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
500 |
|
Discount for BIS@ 15 % |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
500 |
|
Discount for BIS@ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
2858 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.1.1
(General Quality) |
- |
400 |
|
Discount for BIS @ 15 % |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
400 |
|
Discount for BIS @ 15 % |
| Clause 7.1.3
(Colour and Texture) |
- |
100 |
|
Discount for BIS @ 15 % |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
100 |
|
Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
105 |
|
Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
110 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1500 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1500 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1500 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1500 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
1500 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1500 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
1500 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1500 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
1750 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1750 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1750 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1750 |
|
Discount for BIS @ 15 % |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
500 |
|
Discount for BIS @ 15 % |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
500 |
|
Discount for BIS @ 15 % |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
500 |
|
Discount for BIS @ 15 % |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
500 |
|
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 3.20(Spacer nibs) |
- |
2857 |
|
For optional Test -RS,20000
Discount for BIS @ 15 % |
| Clause 7.1.1
(General Quality) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.1.3
(Colour and Texture) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
0 |
|
i) Test for these charges is include in dimension
ii)Discount for BIS @ 15 % |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
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, Depth) |
- |
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. (vi)(Thickness of wearing Layer) |
- |
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. (vii)(Plan Area (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. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
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. (ix)(Deviation from squareness) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
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. (ii) a)(Indivdual Compressive strength (i)) |
- |
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. (iii) a) i)( Indivdual Dry 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) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
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. (iv) a)(Indivdual Tensile splitting 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. (v) a)(Indivdual Flexural strength (i)) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
0 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
0 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
0 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
0 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
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 & 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 50 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 (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 25 cycles) |
- |
0 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
0 |
|
- |
| Clause 3.20(Spacer nibs) |
- |
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 7.1.1
(General Quality) |
- |
- |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
- |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
- |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
- |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
- |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
- |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
- |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
- |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
- |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
- |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
- |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
- |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
- |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
- |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
- |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
- |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 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) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
- |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
- |
|
- |
| Clause 3.20(Spacer nibs) |
- |
- |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
- |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
- |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
- |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
- |
|
- |
|
31 Dec, 2029 |
-
REVISED VERSION OF IS 15658:2021 INCLUDED W.E.F. 13-04-2022.
Amendment No. 1 included w.e.f. 01-02-2023 |
| 56 |
BIS, Northern Regional Laboratory (NRL)
| None
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3, Annex G (Average Breaking Load) |
- |
|
|
|
| Clause 7.3, Annex G (Individual Breaking Load) |
- |
|
|
|
| Clause 7.3, Annex F (Average Failure Load per unit Length) |
- |
|
|
|
| Clause 7.3, Annex F (Individual Failure Load per unit Length) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b) (Average Flexural strength ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a) (Indivdual Flexural strength (i)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b) (Average Tensile splitting strength ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a) (Indivdual Tensile splitting strength (i)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii) (Wet Abrasion resistance (Average of three test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i) ( Indivdual Wet Abrasion Resistance ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii) (Dry Abrasion resistance (Average of three test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i) ( Indivdual Dry Abrasion Resistance ) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b) (Compressive strength (Average of eight test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a) (Indivdual Compressive strength (i)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b) (Water absorption (Average of three test specimens)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a) ( Indivdual Water absorption) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix) (Deviation from squareness) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii) (Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii) (Indivdual Plan Area (Asp)) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi) (Indivdual Thickness of wearing Layer) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi) (Thickness of wearing Layer) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Indivdual Arris/chamfer, Depth) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Arris/chamfer, Depth) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Indivdual Arris/chamfer, Width) |
- |
|
|
|
| Clause 7.2 & 9.1.3, Table 2, SI No. (v) (Arris/chamfer, Width) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
|
|
|
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Average Width -Higher) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Individual Width - Higher) |
- |
|
|
|
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
|
|
|
| Clause 7.1.3
(Colour and Texture) |
- |
|
|
|
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
|
|
|
| Clause 7.1.1
(General Quality) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Individual Width - Lower) |
- |
|
|
|
| 7.2- TABLE-2- (i) IS-15658 (Annex-B) (Average Width -Lower) |
- |
|
|
|
| Clause 3.20 (Spacer nibs) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b) (Indivdual Compressive strength (ii)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b) (Indivdual Compressive strength - (iii)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b) (Indivdual Compressive strength -(iv)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b) (Indivdual Compressive strength - (v)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a) (Indivdual Flexural strength (ii)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a) (Indivdual Flexural strength (iii)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a) (Indivdual Tensile splitting strength (ii)) |
- |
|
|
|
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a) (Indivdual Tensile splitting strength (iii)) |
- |
|
|
|
|
- |
-
Excluding Freeze Thaw Durability test |
| 57 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 15658 (2006) |
Precast concrete blocks for paving - Specification |
- |
Rs.15940/- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.2 (Physical requirement) |
- |
|
|
|
| 6.2.1 & 7.1 (VISUAL INSPECTION) |
- |
|
|
|
| B-1.3.1 (MEAN INDIVIDUAL WIDTH (of all eight test specimens), W) |
- |
|
|
|
| B-5 (AVERAGE WIDTH (Average for eight test specimens), W) |
- |
|
|
|
| B-1.3.1 (MEAN INDIVIDUAL LENGTH (of all eight test specimens), L) |
- |
|
|
|
| B-5 (AVERAGE LENGTH (Average for eight test specimens), L) |
- |
|
|
|
| Table 1 (MINIMUM PAVER BLOCK THICKNESS) |
- |
|
|
|
| B-1.3.2 (MEAN INDIVIDUAL THICKNESS (of all eight test specimens), T) |
- |
|
|
|
| B-1.3.3 (INDIVIDUAL ASPECT RATIO (L/T) (of all eight test specimens)) |
- |
|
|
|
| B-5 (AVERAGE ASPECT RATIO (L/T) (for eight test specimens)) |
- |
|
|
|
| B-2.3 (INDIVIDUAL ARRIS/CHAMFER (of all eight test specimens)) |
- |
|
|
|
| B-5 (AVERAGE ARRIS/CHAMFER (for eight test specimens)) |
- |
|
|
|
| B-5 (INDIVIDUAL PLAN AREA, ASP (of all eight test specimens) ) |
- |
|
|
|
| B-5 (AVERAGE PLAN AREA, ASP (for eight test specimens)) |
- |
|
|
|
| B-5 (INDIVIDUAL WEARING FACE AREA, Asw (of all eight test specimens)) |
- |
|
|
|
| B-5 (AVERAGE WEARING FACE AREA, Asw (for eight test specimens)) |
- |
|
|
|
| B- 4.3 (MEAN INDIVIDUAL SQUARENESS (of all eight test specimens) ) |
- |
|
|
|
| B-5 (AVERAGE SQUARENESS (for eight test specimens)) |
- |
|
|
|
| 6.2.3 (THICKNESS OF WEARING LAYER, if the sample is Double Layered (for eight test specimens)) |
- |
|
|
|
| 6.2.4 (WATER ABSORPTION TEST (Average for three test specimens)) |
- |
|
|
|
| 6.2.4 (WATER ABSORPTION TEST (Average for three test specimens)) |
- |
|
|
|
| 6.2.6 (ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
|
|
|
| 6.2.6 (ABRASION RESISTANCE, Dry Condition (For all eight test specimens)) |
- |
|
|
|
| 6.2.6 (ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
|
|
|
| 6.2.6 (ABRASION RESISTANCE, Wet Condition (For all eight test specimens)) |
- |
|
|
|
|
- |
-
40 pcs
Exclusion Except Freeze thaw durability test |
