WET MIX ROAD

Earthwork in excavation for roads as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH

Construction of granular sub-base by providing well graded material/ close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller 80-100 kN/Vibratory Roller to achieve the desired density, complete as per Technical Specification of MORTH for Grading - III material.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug) Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN/ Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, ete as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/MORTH for finished item of work.

Collection and spreading of good gravel including cost and conveyance of all materials to work site all labour charges and stacking to departmental guage etc., complete as per SS - for berms