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| 1 | 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 per specified and as directed by Engineer-in-charge. |
| 2 | M&L for walling of random rubble, uncoursed, well bounded, bedded and solidly hearted, built in cement mortar (1:6) complete all as per specified and as directed by Engineer-in-charge. |
| 3 | Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. |
| 4 | M&L 10 mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. |
| 5 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses (Hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc. 40 mm) complete all as per specified and as directed by Engineer-in-charge. |
| 6 | M&L for PCC 1:3:6 type C-1 (20mm graded stone aggregate) as in bond stone and coping, complete all as per specified and as directed by Engineer-in-charge. |
| 7 | Suppy only PVC pipe of 110/100mm dia as in weep hole, complete all as per specified and as directed by Engineer-in-charge. |
| 8 | Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick, watering, ramming / rolling and finishing to required size, shape, etc. exc. 1.5m high but not exc. 3m high from base, complete all as per specified and as directed by Engineer-in-charge. |
| 9 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. |
| 10 | M&L preparation of new plastered/pointing surface of wall and applying two coat of white wash, complete all as per specified and as directed by Engineer-in-charge. |
| 11 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for, complete all as per specified and as directed by Engineer-in-charge. |
| 12 | M&L for PCC 1:4:8 type D2 using 40mm graded aggregate as in foundation, parapet, filling and mass concrete, complete all as per specified and as directed by Engineer-in-charge. |
| 13 | M&L PCC (1:3:6) type C2 (40 mm graded aggregate ) in surface chanel and drain, complete all as per specified and as directed by Engineer-in-charge. |
| 14 | M&L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred / stopped ends, complete all as per specified and as directed by Engineer-in-charge. |
| 15 | M&L for add or deduct for each 25 mm girth or part there of over or under 30 cm inner girth of drain or channel complete all as per specified and as directed by Engineer-in-charge. |
| 16 | M&L for preparing old treated / decorated plastered / unplastered surfaces of walls including brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescencent salts and trading oil and greasy spots and applying two coats of white wash complete all as per specified and as directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ. Please Enable Macros to View BoQ information |
