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| 1 | Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thickness below or above the ground level complete all as specified and directed. (Demolished material deposit to low laying area within the MD land as directed by the Engr-in-Charge) |
| 2 | M&L for hard core (broken stone) of gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick watered and well rammed to a true surface complete all as specified and directed. |
| 3 | M&L for 75mm thickPCC (1:4:8), type D-2 (using 40mm graded stone aggregates) as in sub base of floorscomplete all as specified and directed. |
| 4 | M&L formachine pressed precast concrete interlocking paver block of any shape and size approved by GE, ISI marked (IS:15658-2006) of 60mm thick,M-35 grade (Medium/Heavy Traffic),in paths and hardstanding,with grey cement & pigment, laid tightly over & including 50mm thick dry sand cushion (compacted) and joints filled with dry sand, colour and pattern as approved by GE after demolition/dismantling of existing unserviceable/broken precast concrete interlocking paver block complete all as specified and directed. |
| 5 | Fixing only serviceable machine pressed precast concrete interlocking paver block of any shape and size of 60mm thick,M-35 grade (Medium/Heavy Traffic),in paths and hardstanding,with grey cement & pigment, laid tightly over & including 50mm thick dry sand cushion (compacted) and joints filled with dry sand after obtain from existing serviceable precast concrete interlocking paver block during dismantling of existing paver block complete all as specified and directed. |
| 6 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curveshall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. |
| 7 | M&L for 100mm thick PCC 1:2:4 (nominal mix) type B-1 (using 20mm graded crushed stone aggregates) laid in panels and forming construction joints of 30mm deep x 10mm wide filled with sealing compound grade-\"A\" as in path and hard standing finished even and smooth without using extra cement including filling joints with bitumen and sand mix after demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thickness complete all as specified and directed.(Note: Cost of sealing compound grade-\"A\" shall be included in this item) |
| 8 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articlescomplete all as specified and directed. |
| 9 | M&L for brick work with fly ash bricks, straight or curved on plan exc6 m mean radius, built in cement mortar (1:6) complete all as specified and directed. |
| 10 | M&L for brick work with fly ash bricks, straight or curved on plan on any radius in half brick thick walls, built in cement mortar (1:4) complete all as specified and directed. |
| 11 | Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed. |
| 12 | M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick, stone or concrete surface, finished even and smooth without using extra cement complete all as specified and directed. |
| 13 | M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over and including a coat of alkali resistant primer complete all as specified and directed. |
| 14 | M&L for PCC type B-0, 1:2:4 (using 12.5mm graded aggregate) as in coping, benching, hold fast, water troughs, bed block and the like including weathering, slightly rounded or chamfered angle and throating including necessary form work complete all as specified and directed |
| 15 | M&L for PCC type C-2, (1:3:6), (using 40 mm graded stone aggregates) as in sub base, foundation filling and mass concrete complete all as specified and directed. |
| 16 | Excavation in trenches, n.exc 1.5m wide and n.exc 1.5m depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, taking up/ laying of underground cableand getting out in any type of soil complete all as specified and as directed. |
| 17 | Removing of excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and directed. |
| 18 | M&L for Use & waste of formwork to sides and soffits of floor or roof beam,beam haunchings, girders, bressummers, lintels, catilevers, shelves including sup-ports, overhangs, at also splays between floor and beams etcin rough finished flat surface of concrete complete all as specified and directed. |
| 19 | M&L for Use & waste of Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and directed. |
| 20 | M&L for mild steel TMT bars 10mm dia and over, 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 0.9mm dia or securing with clips complete all as specified and directed. |
| 21 | M&L for mild steel TMT bars 6mm to 10mm diacut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as in stirrups, spacers and binders including binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 22 | M&L for reinforced cement concrete Type M-25 (Design mix) (20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc basement slabs, under-reamed piles and mass concrete complete all as specified and directed |
| 23 | S &F for structural steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 complete all as specified and directed. |
| 24 | S&F for pre-painted galvalume aluminium zinc coated GI based corrugated steel sheet 0.50mmthick of approved colour having tensile strength 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws including side and end lap as per manufacturer’s instructions complete all as specified and directed. |
| 25 | S&F for pre-painted galvalume aluminium zinc coated GI based plain steel sheet 0.50mmthick of approved colour having tensile strength 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws including side and end lap as per manufacturer’s instructions complete all as specified and directed. |
| 26 | M&L for preparation of new or previously untreated steel surfaces of any description, over 10cm in width or girth andapplying two coats of synthetic enamel paint over a coat of red oxide zic chrome primer complete all as specified and directed. |
| 27 | Supply and laying of salt glazed stone ware drain pipe grade \"A\" 150 mm bore laid in trenches and jointed in cement mortar (1:1) complete all as specified and directed. |
| 28 | M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of salt galzed stone ware drain pipes for 150mm dia bore after they are laid and tested complete all as specified and directed. |
| 29 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing rubbish off the premises complete all as specified and directed. |
| 30 | M&L for coloured vitrified heavy duty tiles dark shade (premium quality) of size 300mm x 300mm x 10 mm thick (square/ rectangular) polishedas in steps/stairs/raiser/vertical surface etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface, laid over and including 15 mm thick screed bed in cement mortar (1:6) complete all as specified and directed. |
| 31 | Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including Nanital or similar pattern roof coverings complete all as specified and directed. |
| 32 | Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified. |