GE(SOUTH)/AMB 38/2026 2027 COMPREHENSIVE REPAIRS TO OTM ACCN OF ZONE VII AND ZONE X AT AGE B R I (SOUTH) UNDER GE (SOUTH) AMBALA CANTT

Demolition of stone slabs of any description or thickness, laid, bedded and pointed in any mortar, complete all as specified and directed by Engineer-in-Charge.

Material and labour for 18 to 20mm thick Granite stone of black shade work (table rubbed, polished and moulding), as in floors, cooking platforms and like bedded with and including 15 mm thick screed bed in CM (1:4) and jointed with grey cement slurry @ 3 Kg/Sqm, and pointed with white with admixture of pigment to match with shade of granite stone including grinding, polishing, rounding and moulding of stone slabs on edges, complete all as specified and directed by Engineer-in-Charge.

Material and labour for machine cut pre polished kota stone slab flooring 20-25mm thick over cement screed base 15mm thick in CM 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed by Engineer-in-Charge.

Material and labour for pre polished kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed base 10 mm thick in CM 1:4 including rubbing and polishing complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of 5 mm thick solid coloured / textured PVC sheet, solid PVC wall paneling/ lining PVC sheet inclusive of solvent cement and fixing at site with and including 5 mm thick PVC sheet fillets of width 35 mm for wall paneling inclusive of fixing on wall to make PVC frame as per specification and directed including taking down of existing wall lining, board or insulation board including cover fillets of any type and thick complete all as specified and as directed. NOTE : - Unit rate quoted against this item shall also includes taking down and refixing the same of any electrical board, switch, sockets, light and fittings, fans etc after carrying out necessary relevant work and making good to match with existing surface effected for this area etc complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) of any description not otherwise provided for etc; complete all as specified and directed and removal of all demolished material and debris outside the MoD land

Material and labour for 50mm thick PCC 1:3:6 type C-1 (using 20mm graded mechanically crushed stone aggregate) as in plinth protection finished even and smooth (without using extra) cement with and including 10mm wide, 30mm deep joints at the rate of 3.00 mtr centre to centre and at every turning and filling the joints with 85/25 grade bitumen and sand (1:3 ratio) mixture complete all as specified and directed by Engineer-in-Charge.

Material and labour for 75 mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base of floor/path, etc complete all as specified and as directed.

Material and labour for 40 mm thick PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) in flooring subbase layer complete all as specified and as directed

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.