SPECIAL REPAIRS TO BLDG NO. P530 01 TO P530 04 (ORs MARRIED ACCOMMODATION) OF RAJPUT AT ITARANA CANTT ALWAR

Taking down cement or cement-lime plaster of any description from brick or stone walls, etc., including raking out joints, hacking for key and scrubbing down with water, complete all as specified and directed by the Engineer-in-Charge.

M&L for 15 mm thick rendering in cement mortar (1:4), including waterproofing compound @ 200 ml per bag of cement, on stone/brick masonry, finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge. Note: (i) Salvage shall be removed from MoD land without any extra cost. (ii) The quoted rate shall include work at any height and location, including scaffolding and all other equipment required for execution.

M&L for 15 mm thick cement plaster in cement mortar (1:6) on other than fair faces of brickwork or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.

M&L for 10 mm thick cement plaster in cement mortar (1:3) on ceiling surfaces, finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.

M&L for rough-cast plaster on exterior walls, comprising an undercoat of cement-sand mortar (1:3), not less than 10 mm thick, followed, while the undercoat is still plastic, by a rough-cast mixture of crushed stone or fine gravel aggregate, 6–12 mm size, mixed with coarse sand and cement in the ratio of 1:1:1, applied and finished evenly in accordance with the manufacturer's instructions, complete all as specified and directed by the Engineer-in-Charge.

Demolition of unreinforced cement concrete in ground-floor flooring and paving, not exceeding 15 cm thick, below or above ground level, including removal of all rubbish and debris as directed by the Engineer-in-Charge, complete all as specified and directed.

Demolition of existing lime-concrete/PCC padding and roof treatment of any thickness laid over RCC roofs/chajjas, including removal of the complete bituminous layer beneath the concrete/PCC padding and cleaning and washing the roof with water to remove dust in preparation for the new treatment, complete all as specified and directed by the Engineer-in-Charge.

M&L for PCC, Type B-0, using 12.5 mm graded crushed stoneaggregate, as padding and levelling course on roofs, roof kerbs and mud stops, including rounding or chamfering of edges, complete all as specified and directed by the Engineer-in-Charge.

M&L for PCC (1:2:4), Type B-1, using 20 mm graded crushed stoneaggregate, in sills, copings, steps, tank staging, seismic and similar courses, lacing courses, parapets and railings up to 60 cm high, kneeler kerbs and the like, including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by the Engineer-in-Charge.

Taking down carefully existing bituminous tar-felt, including plaster of any description over roof and terrace surfaces, flashings and junctions of parapets/curb walls, and removing and depositing the rubbish where directed, complete all as specified and directed by the Engineer-in-Charge.