Thisaiyanvilai General Fund Sekkadi Street Paver Block

Earthwork Excavation for foundation in all types of soils and sub soils including soft disintegrated rock and soft rock to the full depth including all leads and lifts etc., complete complying with the standard specification, drawing and as directed by the departmental Engineers.

Plain Cement concrete of mix 1:4:8 (One cement four M-sand eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification.

Centering charges of RCC Works for slab and beams including cost and conveyance and all labour charges etc., complete as per standard specifications.(with out Strutting)

Plain Cement Concrete 1:2:4 Mix (one part cement, two part M.sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

Supplying and Laying of CC Paver block (Heavy duty) of approved design (Made of Minimum M40 mix ) having a Minimum Thickness of 83mm and Rubbersied Surface area of approved shape, size and colour with top finished with ironide powder for a minimum thickness of 5mm using Hydraulic machine make it water resistance and Non skid surface and laying the same duly spereading sand on the prepared surface for thickness upto 50mm (minimum 25mm) and setting to correct propile and level in exact possition and spreading sand over paver block to fill joints between the blocks and compacting table viberator incluidng correction in level removing surpulus sand to ensure perfect interlocking and providing necessory curbing all around as required for support etc complete as directed by the Engineer incharge and the block shall have a minimum compressive strength of 350kg/Sq.cm and Water absorbtion less than 4.00 for 1.00 Sqm.