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| 1 | Demolition of plain cement concrete (un-reinforced) in ground floors, pavings and in foundations not exceeding 15cm thickness (below or above ground level) including removal of demolished material out side MD land complete all as specified and directed by Engr-in-Charge. |
| 2 | Demolition of Brick work built in cement mortar including all quoins, arches, pillars etc., but excluding ashlars facings, dressed stone work and precast concrete articles complete all as specified and as directed by Engineer-in-Charge |
| 3 | Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m deep for foundations etc, or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10sqm on plan and n.exc 1.50m in depth and getting out in soft/loose soil complete all as specified and as directed |
| 4 | Taking down cement or cement lime plaster any description on brickwalls,c. including racking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engr-in-Charge. |
| 5 | M&L for cement concrete 1:4:8 type D-2 ( using 40mm graded stone aggregates)as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge |
| 6 | M&L for Brickwork with sub-class `B\" old sizebricks, straight or curved on plan exceeding 6m meand radiusbuilt in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge. |
| 7 | M&L for rendering 10mm thick on fair faces of brick or concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge |
| 8 | M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregates) as in coping and like including weathering, slightly rounded for chamfered angles and throating, complete all as specified and directed by Engr-in-Charge. |
| 9 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25cm thick complete all as specified and as directed |
| 10 | Removing excavated materials not exceeding 50m and depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed by Engr-in-Charge. |
| 11 | M&L for preparation of newy plastered surfaces of walls and applying three coats ofwhite wash, including preparation of surfaces complete all as specified and directed by Engr-in-Charge. |
| 12 | Dismantling floor, hearth or wall tiling including cement morar bedding, removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engr-in-Charge. |
| 13 | M&L 75mm thick cement concrete type C-2 1:3:6 (40mm graded aggregate) as in sub base complete all as specified and directed by Engr-in-Charge. |
| 14 | M&LHardcore of gauge n exc. 63 mm, deposited, spread and leveled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge. |
| 15 | M&L Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and no pigment including screed bed or bedding layer of mortar 20 mm thick for laying floor finishes complete all as specified and directed by Engr-in-Charge. |
| 16 | Providing, cement concrete type B-1(1:2:4) 20 mm graded stone aggregate inkerbs or mud stops, rounded or chamfered on edges complete all as specified and directed by Engr-in-Charge. |
