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| 1 | Excavating over areas, n exc 1.5m deep & getting out in hard / dense soil complete all as specified. |
| 2 | M & L PCC 1:4;8 type D-2 using 40 mm graded stone aggregate as in Foundation and mass concrete complete all as specified. |
| 3 | M&L RCC M-25 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete all as specified and as directed by Engr-in-Charge |
| 4 | M & L precast cement concrete solid block masonary typeB-1 1:2:4 using 20mm graded stone aggregate exc 10cm width and in setting in 1:4 cement mortar complete all as specfied. |
| 5 | M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified. |
| 6 | Plastering15 mm thick on 1:4 on fair face of brick work or concrete surfacefinished fair even and smooth w/o using extra cement complete all as specified. |
| 7 | S & F rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or otherconnecting plates etc complete all as directed. |
| 8 | S & F plain, black mild steel 1.25mm thik sheeting in stepped flashings (measured as the minimum rectangle from which the pieces can be cut) as in roof bottom complete all as specified. |
| 9 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified. |
| 10 | Removing excavated soil exc. 50m but n exc 100m & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified. |
| 11 | M&L for framed work such as steel doors, gates or other section or angle, Fe-410-W Gde E-250 of quality \"A\" complete all as specified. |
| 12 | M&L,preparation of newely steel surfaces exc 10cm width or girth and applying 2 coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 13 | M& L for PCC 1:5:10 type E2 using 40 mm graded stone aggregate as in filling, foundation and mass concrete complete all as specified. |
| 14 | Cement concretein roof or moulded rounded or feathered on edges type C - 1 1:3:6( 20mm graded aggregate) complete all as specified. |
| 15 | Applyingevenlya coat of black bitumenous paint on Surfaces of any description wood, steel, iron,conrete, brick, stone, etc.,exceeding 10cm in width or girth at ofBlack bitumenous paint including surface, |
| 16 | 3 mm thick polymer water proofing membrane ISI marked laid with overlaps bounded with hot blower bitumen, end overlaps shall be not less than 150mm and side lap 75 mm. Polymer water proofing membrance should be five layered with centre core as 90 micorn high density polythene film minimum weight of water proofing membrance shall be 3 kg per sqm complete all as specified. |
| 17 | M&L PCC (1:2:4 ) type B 1 using 20 mm graded crushed stone agg as in coping etc including fom work complete all as spfd & directed. |
| 18 | Sand filling in bags (each bag containing minimum of 0.05 Cum of sand including sand bag) and olacing where where directed by Engr in charge complete all as specified, |
| 19 | M&LPCC 1:4:8 type D 2 using 40 mm graded crushed stone aggregate 75mm thick in sub base of floor etc, complete all as specified and directed. |
| 20 | M & L Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified. |
| 21 | M&L PCC in foundations, filling and mass-concrete type C2 (1:3:6) using 40 mm graded stone aggregate complete all as specified. |
| 22 | M&L PCCtype B1 (1:2:4) using 20 mm graded aggregate as incopings, bond stone, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed |
| 23 | Formwork tofaces of walls retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters etc vertical or to batter complete all as specified. |
| 24 | Formwork to sides and soffits of floor or roof beams, beam haunchings,girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors all as specified and as directed by Engr-in-Charge. |
| 25 | Formwork to sides of pillars, posts, struts, piers, columns, wall ,beams, and stanchions all as specified and as directed by Engr-in-Charge. |
| 26 | M&L RCC M-25 design mix using 20 mm graded aggregate in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses |
| 27 | M&L preparation of new plaster surface applying two coat of cement base paint on wall complete all as specified. |
