Providing Strengthening to Aakash Nagar, Highways Nagar and Nova ATS Nagar I Street, I and II Main Road at Adhanoor Panchayat, Kundrathur Panchayat Union

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

Providing & laying spreading & Compacting graded stone aggeragate to wet mix macadam specification including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in Sunbase/base course on well prepared surface & compacting with vibratory roller to achieve the desired as per MORT & H specification 406 IV Revision

Applying Prime coat over the WMM surface using with 7.00 Kg - Emulsion bitumen binder 7.0 kg/10 Sq.M., Including cost & conveyance of all Materials and all Labour charges In Sqm

Applying tack coat over the WMM surface using with 2.50 Kg - Emulsion bitumen binder 2.50 kg/10 Sq.M., Including cost & conveyance of all Materials and all Labour charges In Sqm

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges

Supplying and filling with Good gritty Gravel in layers of not more than 15cm thick, well watered,rammed and consolidated etc.,complete.