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| 1 | Demolition of Brickwork built in cement mortar |
| 2 | Demolition of Reinforced brickwork built in cement mortar |
| 3 | Demolition of Concrete of any description |
| 4 | Demolition ofReinforced Concrete of any description |
| 5 | Dismantling iron or mild steel work of any description |
| 6 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cmHard/de-se soil |
| 7 | Rough excavation not exceeding 1.5 m deep and getting out , Hard/de-se soil |
| 8 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. |
| 9 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, |
| 10 | Felling of tree exc. 30 cm girth including cutting of trunk, and branches and stacking of serviceable material and disposal of unserviceable material to a distance n exc. 50 m and clearing site |
| 11 | Hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface |
| 12 | Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber, thickness 200 mm |
| 13 | 10cm thick (compacted thickness) WBM with coarse aggregates of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required |
| 14 | Forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ |
| 15 | Finishing surface of concrete roads, pavements, by brooming |
| 16 | Cement concrete in surface channels and drains |
| 17 | Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in ® |
| 18 | Brushing neat cement slurry , Rendering 10mm thick , Addfor5 mm thicknessand Add for finish and smooth |
| 19 | 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 other connecting plate (Fe-290 Gde-E-165) |
| 20 | M&L for two coats of synthetic enamel paint on steel surfaces over a coat of red oxide primer of any description, over 10 cm in width or girth, not other wise described, including preparation of new surface. |
| 21 | S&F Pre painted galvalume aluminuim zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specific. |
| 22 | Boring holes 10 mm dia on existing roof with Hilti and supply and fixing of 10mm dia ultimate performance acchor with hax head (Carbon steel) with adhesive |
| 23 | M&L PCC 1:2:4 type B1 (using 20 MM graded stone aggregate) as in bed plates etc complete all as specified |
| 24 | Glazed ceramic tiles (200x200mm) x 7mm thick, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match |
| 25 | Glazed ceramic tiles in vertical surface 300X200X7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match. |
| 26 | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement for sliding of door with rail or as per speicified by EIC/SIC |
| 27 | M&L for PREPARATORY WORK on walls old and Cement paint work |
