PRECAST INTERLOCKING PAVER BLOCKS Clause Samples

PRECAST INTERLOCKING PAVER BLOCKS. 13.4.1. Precast concrete paver blocks shall conform to IS-15658. Paver blocks shall be sound and free from cracks or other visual defects. The tolerance on length or breadth of paver blocks shall be + 2 mm and tolerance on thickness of tiles shall be + 3 mm. Water absorption shall not be more than 6% by mass. Shapes shall be triangular, Zigzag, Hexagon or other shape as indicated in schedule “A”. Colour of paver blocks shall be as indicated or as decided by GE. Thickness and grade of concrete of paver blocks is decided based on intensity of traffic, which is furnished as under (Refer Table 1 of IS 15658):- Traffic Category Paver block Thickness Grade of concrete Light Traffic Medium Traffic Heavy Traffic 60 mm 80 mm 100 mm M-35 M-40 M-50
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PRECAST INTERLOCKING PAVER BLOCKS. 44.4.1 Inter locking type paver block (a) The paver block shall be of PCC of thickness as mentioned in Sch `A’ reflective & inter locking type factory made as per sample kept in the office of the GE. The paver block shall be brought from the manufacturer mentioned hereinafter and as approved by GE. (b) The compressive strength of paver block shall be 400 Kg/Sqcm and of colour & pattern as approved by the GE. (c) The top layer of Paver blocks should not be less than 6 to 8mm thick and should have antiskid groove finish (vermicular finish). Paver block should have 1mm spacer to provide minimum gap between paver unit to allow joint filling send to go in it and establish complete interlocking between blocks. Paver blocks should be lacquer coated to seal the micro porosity and give glossy finish. (d) The paver block shall be laid dry over 25mm thick (compacted thickness) sand beeding. Joints shall be filled with sand as directed by the Engineer-in-Charge. (e) The sand shall be free from clay and alkaline particles and conform to IS. (f) The edges of the paver block shall be neatly trimmed to fit within ▇▇▇▇▇ along the peripheri of the paved area. (g) The unit rates quoted shall be of inclusive of laying of paver block of different colour for making pattern all as directed by Engineer-in-Charge. (h) Before incorporating the paver block in the work the paver block shall be got tested for compressive strength and record maintained signed by the contractor and Engineer-in-Chare.
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PRECAST INTERLOCKING PAVER BLOCKS. Refer clause 13.18 of MES Schedule part-I. Unless otherwise mentioned in schedule ‘A’ the grade of concrete for paver blocks shall be M-35.
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