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| 1 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depthfor foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 2 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed. |
| 3 | Extra for forming fair finished to concrete surface of drain 60cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed. |
| 4 | M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, builtin cement mortar 1:4 complete all as specified and directed. |
| 5 | M & L for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:6using old size brick complete all as specified and directed. |
| 6 | M & L for rendering 15 mm thick on on stone masonry surfaces or surface other than fair face of brick-work in cement mortar 1:4 and finished the surfaces even and fair complete all as specified and directed. |
| 7 | M & L for keyed pointingin cement mortar 1:3torandom rubble or polygonal rubble masonry uncoursed or brought up to courses complete all as specified and directed. |
| 8 | M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed. |
| 9 | M & L for cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. |
| 10 | M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain facesand set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measuredand paid separately) |
| 11 | S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and directed. |
| 12 | Demolition of un-reinforced cement concrete in ground floors and pavings n.exc 15cm thickness, (Below or above Ground level) and disposal ofdebris and rubbish to a distance upto outside MD land complete all as directed. |
| 13 | M & L for 100 mm thick, plain cement concrete 1:2:4,type B-2 (using 40 mm graded stone aggregate)as in sub-base of flooring, hard -standing etc complete all as specified and directed. |
| 14 | M & L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, coloured / multicoloured, glossy finish , set, jointed and pointed white cement slurry and pigments in floors, etc including 15 mm thick screed bed in cement mortor 1:6 and set & jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles complete all as specified and directed. |
| 15 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed. |
| 16 | Removing excavated materials exc 10 Km but n. exc 15 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. |
