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| 1 | Dismantling floor, hearth or wall tiling incl. cement mortar bedding (but not backing), removing servicable tiles to store and rubbish off the premisescomplete all as specified and directed by Engineer-in-Charge |
| 2 | Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including or similar pattern roof coverings complete all as specified and directed by Engineer-in-Charge |
| 3 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge |
| 4 | Demolition of (unreinforced) cement concerete in ground floors and paving not exceeding 15 cm thickness (below or above GL) complete all as specified and directed by Engineer-in-Charge |
| 5 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge |
| 6 | Dismantling posts or struts embedded in Concrete, brick work, masonry, etc. (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge |
| 7 | Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge |
| 8 | M&L for vitrified coloured ceramic tiles, light shade 10 mm thick (square/rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the coloured tiles over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge |
| 9 | M&L for non skid coloured Ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the coloured tiles over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge |
| 10 | M&L for glazed coloured ceramic tiles in vertical surface 350x250x7mm/450x350x7mm thick, set & jointed in neat cement slurry & pointed in coloured cement to match the tile over and including 10 mm thick rendering in CM 1:4 complete all as specified and directed by Engineer-in-Charge |
| 11 | M&L Cement concrete type B-0, 1:2:4 (Uuing 12.50 mm graded agg.) 25mm thick as in leveling course, floorings, pavings and similar work complete all as specified and directed by Engineer-in-Charge |
| 12 | S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screwscomplete all as specified and directed by Engineer-in-Charge |
| 13 | S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge |
| 14 | S & F 0.63mm thick corrugated galvanised steel sheetings with two corrugation side lap fixed with ‘L’ type or ‘J’ type cranked hook bolts, nuts and washers as in roof , wall etc with grade of zinc coating 275 gm/sqmetc complete all as specified and directed by Engineer-in-Charge |
| 15 | S & F 0.80mm thick plain, Galvanised, mild steel sheeting(ISI marked) gade 'O' with minimum 120grams/square metre with two corrugation side lap and at least 150mm end lap, fixed with 'L' type or 'J' type or cranked hook complete all as specified and directed by Engineer-in-Charge |
| 16 | S&F water connection for Hot & Cold w'ater connection pipe for geyser of any capacity, steel armared of length not less then 600mm complete all as specified and directed by Engineer-in-Charge |
| 17 | Supply and fix Steel work in trusses, purlins, posts and the like using tubular/ square hollow sections including special shaped washer etc. complete using ERW or induction butt welded tubes/SHS conforming to IS.1161 - 2014 / IS.4923 - 1997 grade St.-240 complete all as specified and directed by Engineer-in-Charge |
| 18 | Supply and fix 5 mm thick mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment conforming to Fe 290 grade E-165 complete all as specified and directed by Engineer-in-Charge |
| 19 | Supply and fix mild steel screw bolts (machine made) of 11 mm to 15 mm dia with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut,length of bolt exceeding 10 cm but not exceeding 15 cm complete all as specified and directed by Engineer-in-Charge |
| 20 | Material and labour for Mild steel TMT bars of Fe 500 or Fe 500D, 8 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, cut to length, bent 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 0.90 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge |
| 21 | Material and labour for formwork to soffits of rough finished flat suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) complete all as specified and directed by Engineer-in-Charge |
| 22 | Material and labour for RCC (1:1.5:3) type A1 using 20mm graded stone aggreagates as in Slab supported on walls, beam and column landing, roof, balcony, canopy, deck slabs, shelves and similar work for water retaining structure complete all as specified and directed by Engineer-in-Charge |
| 23 | Material and labour for half brick thick work with sub class 'B' old size bricks built in cement mortar 1:4 straight or curved on plan to any radius complete all as specified and directed by Engineer-in-Charge |
| 24 | Material and labour for 15 mm thick rendering in cement mortar 1:6 on fair faces of brick wall or concrete surfaces, finished the surfaces even and fair complete all as specified and directed by Engineer-in-Charge |
| 25 | M&L for two coats synthetic enamel paint over a coat of red oxide on new iron surfaces of any description not otherwise described over 10 cm including preparation of new or previously untreated surface complete all as specified and directed by Engineer-in-Charge |
| 26 | M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge Please Enable Macros to View BoQ information |
