REPAIR TO DRAIN TOE WALL VIFT WALL PATH HARDSTANDING RAMP AND CERTAIN MISC REPAIR INSIDE DEPOT AREA AT A A BANAR UNDER GE BANAR

Demolition of cement concrete in ground floor and pavings (un-reinfored) n.exc 15 cm thickness (below or above ground level) complete all as specified.

M&L for 75mm thick PCC 1:4:8, type D2 (using 40mm graded stone aggregate) as in sub base complete all as specified.

M&L for Sand filling under floors or in foundation including watering and consolidation complete all as specified.

M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment complete all as specified.

M&L for 40mm thick PCC (1:2:4) type B-0, using 12.50mm graded stone aggregate as bearing coat concrete to floor finish complete all as specified.

M&L for pre-cast concrete block as in Kerb Stone (Machine made) with solid blocks Type B1, 1:2:4 (20mm graded stone aggregate) exc 10 cm in width and setting in cement mortar 1:4 complete all as specified.

Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified.

M&L for square rubble walling Jodhpur type regular course well bonded bedded and solidly hearted built in cement mortar (1:6) complete all as specified.

All as per Ser Item No 20 above but except stone complete all as specified.

Extra over on stone walling for hammer dressing to face stone with maximum depression on face from straight edge n exc 20mm and dressing faces beds and joints as specified and square rubble walling regular course Jodhpur type complete all as specified.