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| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft / loose soil all as specified and directed |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out all kind of soil the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete all as specified and directed. |
| 3 | Material and Labour for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, mass concrete etc complete all as specified and as directed. |
| 4 | M&L cement concrete of 1:2:4 having 12.5 mm graded aggregateas inwalls, retaining walls, basement walls, ballast walls and the like; any thickness, above top of footings, including attached pilaster and buttresses complete all as specified and as directed. |
| 5 | Formwork to faces of walls, retaining walls, abutments, parapets andstaircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batterf or rough finished flat surfaces complete all as specified and as directed. |
| 6 | Material and Labour for TMT bars 10mm dia and over dia cut to length, bent to shape required, including cranking, bending, hookingends and binding with MSwire (annealed) not less than 9mm dia or securing with clips complete all as specified and as directed. |
| 7 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm in soils complete all as specified and as directed. |
| 8 | Supplying and Fixing of PVC (SWR) single sockted 110 mm bore of pipes as in weep holes of compound wall complete all as specified and as directed |
| 9 | M&L for Concrete bed to drain pipes including packing under, and completely surrounding pipes with concrete after they are laid and tested in cement conrete 1:3:6 type C-2 around 450mm dia complete. |
| 10 | M&L for 450mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified and as directed. |
| 11 | Demolition of cement concrete un reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed. |
| 12 | M&L for 25 mm thick cement concrete (1:2:4), type B-0, using 12.50 mmgraded aggregate as in floors for receiving kota/tiles complete all as specified and directed. |
| 13 | M&L for screed bed or bedding layer of mortar 15 mm thick for laying floor finishes in CM 1:6 for laying of floor tiles complete all as specified and directed. |
| 14 | M&L for8 to 10 mm thick Light shade vitrified ceramic tiles in floors, exceeding 0.36 sqm but not exceeding 0.42 sqm set & jointed in neat cement slurry and pointed in coloured cement to match complete all as specified and directed. |
| 15 | Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed. |
| 16 | M&L for rendering on fair faces of brick workor concrete surfaceof wall 15mm thick in CM 1:6 and to be finished even and smooth with out using extra cement complete all as specified and directed |
