Inseparable bonding

Quality makes the difference

Technical Specifications

S. No.	Discription	AS Per 15658:2006
1	Dimension tolarence	< 100 mm tk
	Length	+/- 2mm
	Width	+/- 2mm
	Thickness	+/- 3mm
	Chamfer	+/- 1mm
	Squareness	+/- 2mm
2	Specified compressive strength	30-50N/mm 2 (dep on trafic)
3	Water absorption	< 6%
Note: Above specifications are applicable for standard products. Other specifications are also abailable as per costumer requirement.

S. No.	Product	Size in MM L x W x Tk	wt.Per pavers in kgs	Nos.per Sq. Ft.	Nos.per Sq. Ft.
1	Uni paver	200x100x100	4.70	4.64	50
2	Uni paver	225x112.5x80	4.84	3.71	40
3	Uni paver	225x112.5x60	3.26	3.71	40
4	Grand paver	200x1 15x80	4.69	3.53	38
5	Grand paver	200x1 15x60	3.50	3.53	38
6	Rectangle paver	200x100x80	3.60	4.64	50
7	Rectangle paver	200x100x100	4.65	4.64	50
8	Castle paver	200x165x80	4.90	3.35	34
9	Castle paver	200x165x60	3.67	3.35	34
10	I-section paver	200x145x80	4.22	3.81	41
11	I-section paver	200x145x60	3.21	3.81	41
12	Hexagon paver Big	2.598x135 sqr x 65	6.26	1.99	21.5
13	Hexagon paver Small	2.598x125 sqr x 50	4.1	2.28	24.6
14	Grass paver	250x250x80	7.90	1.49	16.00
15	Sinusoidal paver	250x200x130	14.00	1.86	20.00
16	Reflective uni paver	250x123x80	5.27	3.15	33.8
17	Reflective uni paver	250x123x60	3.95	3.15	33.8
18	Reflective Castle	200x165x80	4.93	3.35	34
19	Reflective Castle	200x165x60	3.69	3.35	34
20	Floonng design tiles	300x300x25	4.15	1	10.76
21	Checiuered cement tiles	300x300x25	4.15	1	10.76
Note: May vary to actual weights and dimensions

S.No	Product	Size in mm	Wt.per payers in Kgs
1	Flyash bncks	230x110x75	3.55
2	Flyash bncks	290x100x140	7.59
3	Flyash bncks	290x225x140	17
4	Flyash bncks	300x230x1 15	18
5	Flyash bncks	300x230x200	30
Note: May vary to actual weights and dimensions

S.No	Product	Size in mm H x W x Tk	Wt.per payers in Kgs
1	Kerb blocks (Hand mould)	400 x300 xlOO	2305
2	Kerb blocks (Rubber mould)	375x305x110	28
3	Kerb blocks (Columbia Machine made)	400 x 300 x 145	35
4	Kerb blocks (HESS Machine made)	450x400x1	15
5	Flyash bncks	300x230x200	30
Note: May vary to actual weights and dimensions

S. No	Grade Designation Of Paver Blocks	Specified Compressive Strenghth of PaverBlocks At 28 Days N/mm2	Traffic Category	Recommended Minimum PaverBlock Thickness mm	Traffic Examples Of application
I	2	3	4	5	6
I	M-30	30	Non-Traffic	50	Building premises, monument premises, landscapes, public gardens/parks, domestic drives, paths and patios, embankment slopes, sand stabilization area, etc
II	M-35	35	Light-traffic	60	Pedestrian plazas, shopping complexes ramps, car parks, office driveways, housing colonies, office complexes, rural roads with low volume traffic, farm houses, beach sites, tourist resorts local authority footways, residential roads, etc
III	M-40	40	Medium-traffic	80	City streets, small and medium markets roads, low volume roads, utility cuts on arterial roads, etc
IV	M-50	50	Heavy traffic	100	Bus terminals, industrial complexes, mandi houses, roads on expansive soils, factory floor, services stations, industrials pavements, etc
V	M-55	55	Very heavy-traffic	120	Container terminals, ports, docks yards, mine access roads, bulk cargo handing areas, airport pavements, etc

(Claused 6.2.5.2 and 9.1.4)

S. No.	Grade of Paver Blocks	Minimum Average 28 Days Compressive Strength N/mm2
1	2	3
I	M-30	> fck + 0.825 x established standard deviation ( rounded off to nearest 0.5 N/mm2
II	M-35
III	M-40
IV	M-50
V	M-55

S. No.	Paver Block Thickness mm	Correction Factor for
S. No.	Paver Block Thickness mm	Plain Block	Arrised/Chamfer of Paver Block
1	2	3	4
I	50	0.96	1.03
II	60	1.00	1.06
III	80	1.12	1.18
IV	100	1.18	1.24
V	120	1.28	1.34
11.6 Resistance to Wear – When tested in the manner specified in Appendix F, the wear shall not exceed the following value:
a	For general purpose tiles
	1. Average wear	3.5 m
	2. Wear on individual specimen	4.0 mm
b.	For heavy duty floor tiles
	1. Average wear	2 mm
	2. Wear on individual specimen	2.5 mm