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| 1 | Surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and as directed by Engineer-in-charge |
| 2 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface with broken bricks complete all as specified and as directed by Engineer-in-charge |
| 3 | M&L for PCC 1:3:6 Type C-2 (40 mm graded aggregate ) 75 mm thick as in sub base complete all as specified and as directed by Engineer-in-charge |
| 4 | (1) Surface preperation- Cleaning of concrete base surface by removing dust,dirt, oil, grease, and loose particles using wire brushes (2) Priming coat- Applying a coat of bitumen primer over the cleaned conctrete surface @ 0.20-0.30 kg per Sqm to ensure proper adhesion (3) Mastic Asphalt Layer- Providing and laying 25 mm thk bitumen mastic flooring made from a mixture of asphalt and fine mineral often limestone dust and 6mm aggregate, that is poured by the hot mixture onto the surface and compacted it with hand tools like a wooden float and to create a smooth, level surface (4) Surface finishing - Spread a thin layer of fine limestone dust or sand over the hot mastic surface and rubbing with wooden floats to create a smooth, level surface complete all as specified and as directed by Engineer-in-charge |
| 5 | Taking down cement or cement lime plaster, any description 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 |
| 6 | M&L for Brick work using fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 7 | M & L for rendering 15 mm thick on brick work or concrete surface in CM 1:4 finishing even and smooth without using extra cement, all as specified and directed by Engr- in- charge. |
| 8 | M&L for Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats after preparation to the new/ old decorated plastered surfaces complete all as specified and as directed by Engineer-in-charge |
| 9 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new/old decorated surfaces complete all as specified and as directed by Engineer-in-charge |
| 10 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out on soft or loose soil complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for PCC 1:3:6 Type C-2 (40 mm graded aggregate ) 100 mm thick as in sub base complete all as specified and directed by Engineer-in-Charge. |
| 12 | M&L for PCC 1:2:4 Type B-2 (20 mm graded aggregate ) 100 mm thick as in flooring incl Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed by Engineer-in-Charge. |
| 13 | M&L for Forming construction/dummy joints 30mm deep x 10mm wide filled with sealing compound Grade B etc complete all as specified and as directed by Engr-in-Charge. |
| 14 | M&L for providing cement concrete type B-1, 1:2:4 (using 20mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges, coping and the like bands/lintels, shelves etc including weathering, sightly rounded or chamfered angles and thoating,form work (Straight or curved) as directed. |
| 15 | Excavation in post holes each n. exc. 0.50Cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc. 25cm, watering and removing surplus soil to a distance n. exc. 50m and making good surface.complete all as specified and directed by Engineer-in-Charge. |
| 16 | M&L for PCC 1:2:4 type B-2 using 40mm graded stone aggregate as in foundation of cols, bdy pillars, posts, struts, etc. filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 17 | S&F Structural steel work in tubular trusses including special shaped washer, Mild steel screw bolts (machine made) size as required at site etc. complete using ERW or induction butt welded tubes grade St-240 complete all as specified and directed by Engineer-in-Charge. |
| 18 | S&F Plates (Plain or chequered) channels,squarecut or notched (ordinary and counter sunk) forming holes, w/o any attachment conforming to FE-290( Gde-E-165 ) complete all as specified and directed Engineer-in-Charge |
| 19 | S & F Pre- painted galvalume aluminum zinc coating GI based corrugated/plain 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 specified |
| 20 | M&L for preparation of steel surfaces of any description over 10cm in width or girth not otherwise described and applying 2 coats of Synthetic enamel paint over a coat of red oxide primer, all as specified and directed by Engr-in-Charge. |
| 21 | M&L for PCC 1:2:4 Type B-2 (20 mm graded aggregate ) 50 mm thick as in flooring complete all as specified and directed by Engineer-in-Charge. |
| 22 | M&L for three coat white wash to the wall surfaces after preparation to the new plastered surfaces .complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
