REPAIR TO PCC FLOORING, HARDSTANDING, PAVEMENTS AND BRICK WORK IN LOWER LEIMKHONG MIL STN AND KOIRENGEI UNDER GE 869 EWS.

Demolition of cement concrete un- reinforced of any description and in any position not otherwise specifically provided for incl removing the debris out side the premises of MoD land of deposting at low laying area complete all as specified and directed.

M&L for cement concrete type D-2, 1:4:8 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

M&L for PCC 1:2:4 type B1 (using 20mm graded stone Agg) as in coping incl necessary formwork etc complete all as specified and directed.

M & L for 75 mm thick cement concrete type C-2 1:3:6 (using 40mm graded stone aggregate) as in sub base complete all as specified and as directed by the Engineer-in-Charge

M&L for glass dividing strips 3mm thick and width of strip 38mm complete all as specified and directed.

M&L 100 mm thick plain cement concrete type B 1, 1:2:4 (using 20mm graded stone agg) as in flooring and finishing the cement concrete surface even and smooth without using extra cement with spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and as directed .

M&L for broken stone hardcore of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound grade 'A' complete all as specified and directed.

M&L for PCC (1:2:4) type B1 using 20mm graded stone aggregate as in benching , surface channels and drains complete all as specified and directed.