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| 1 | Surface excavation n.exc 30cm depth & average 15 cm deep & getting cut in soft/loose soil complete all as specified and as direcetd. |
| 2 | Excavation in trenches n.exc 1.5m wide & n.exc 1.5m deep for foundation, etc. or for shafts, wells, cesspits, manholes, etc. not exc 10 Sqm on plan and not exc 1.5 m depth & getting cut in soft/loose soil complete all as specified. |
| 3 | Excavating in post holes or similar holes each n.exc 0.50 Cum getting out, returning filling in and ramming earth or broken rubble mixed with earth arround in layers n exc 25cm watering and ramming surplus soil to a distance e exc 50m and making good as in soft/loose soil complete all as specified and directed. |
| 4 | M&L 100mm thick cement concrete 1:4:8 type D-2 using 40mm (Graded crushed/stone agg) as in sub base concrete complete all as specified and directed. |
| 5 | M&L cement concrete 1:4:8 type D-2 using 40mm (Graded crushed/stone agg) cement concrete in surface channels and drains complete all as specified and directed. |
| 6 | Returning filling in including spreading, levelling, watering & well ramming in layers not exceeding 25cm thick complete all as specified and directed. |
| 7 | Removal of excavated material to a distance not. exceeding 50m & depositing where directed at level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 8 | M&L for cement concrete type B2 1:2:4 as in surface channels and drains etc complete all as specified and directed |
| 9 | M&L for cement concrete type B1 1:2:4mix (20mm stone aggregate) as in bedding, benching of manhole, coping, roof kerbs and surface channel etc complete all as specified and directed |
| 10 | M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation filling & mass concrete complete all as specified and directed |
| 11 | M&L for mild steel TMT bars 8 mm dia and over, cut to length bent to shape required including cranking, bending spirally etc and binding with mild steel wire not less than 0.9 mm dia as in reinforcement etc complete all as specified and as directed. |
| 12 | S&F re-inforced mild steel bars 10 mm 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 as directed. |
| 13 | M&L for providing precast cement concrete with type B1, 1:2:4 (20 mm stone aggregate ) set in CM 1:4 for landings , cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs mangers, shelves and similar articles with plain faces etc complete all as specified and as directed. |
| 14 | M&L for precast factory RCC drain of shape & size as directed by GE alongwith male and female ends for proper jointing made of RCC 1:2:4 type B1 using 20mm graded aggregate, 75mm thick and reinforced with 8mm TMT bars@ 100mm c/c both ways number of sockets for hoisting including necessary formwork etc including hoisting and placing at site, jointing in CM 1:4 to form uniform length and fair finish to drain upto 80cm girth (width measured @ avg of inner girth and outer girth) complete all as specified and as directed.Note:- Reinforcement shall be measured and paid separately. |
| 15 | S&F Reinforced concrete pipes, class NP2, 300mm dia laid and jointed including demolition of existing pipe of any description with collars complete all as specified and as directed. |
| 16 | S&F Reinforced concrete pipes, class NP2, 450mm dia laid and jointed including demolition of existing pipe of any description with collars complete all as specified and as directed. |
| 17 | M&L for PCC 1:3:6 type C-2 using 40 mm graded stone agg to drain pipe including packing under and haunching against the side of pipe 300 mm dia after they are laid in trenches complete all as specified and directed.Note:- (i) Thickness of bed below the barrel of pipes: 10cm for pipes 200mm dia and over. (ii) Width of bed: Outer diameter of drain pipes (not of socket/collars) plus 30cm. (iii) The rates including for any necessary shuttering and supports to concrete and for laying beds to falls. |
| 18 | S&F framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; side hung gates for ornamental and intricate design similar work conforming to Fe.290.Gde-E-165 hung as gate including pintle hinges , stops and hand made sliding bolts complete all as specified and directed. |
| 19 | M & L for PCC 1:2:4 type B-2 using 40mm graded crushed stone aggregates as in foundation filling, sub-base and mass concrete complete all as specified and directed. |
| 20 | M & L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation filling in mass concrete complete all as specified and directed. |
| 21 | S & F Pre-painted galvalume alumunium zinc coating GI based corrugated steel sheet 0.50 mm thick of an green 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. |
| 22 | S & F Pre-painted galvalume alumunium zinc coating GI based plain steel sheet 0.50 mm thick of an green 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. |
| 23 | M&L roof trussess (framed), trussed, purlins, crane gantries, rails and fastening and heavy bracket framing (Beam, tee, angle, channel or flat sections size (50x50x3 square hollow section) including distance pieces, cleats etc. complete all as specified and directed. |
| 24 | S&F Steel work in tubular post 10mm dia including special shaped washer etc. complete using ERW or including butt welded conforming to I.S.4923- 1979 grade St.-2240 including rolled mild steel as in joint channel, angle or tee section fixed independently, without connecting plates, etc (cut to ordinary legth ie within 20mm of tile length indicated of gde Fe 410-W complete all as specified and as direcetd. |
| 25 | S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or including butt welded conforming to I.S.4923- 1979 grade St.-2240 including rolled mild steel as in joint channel, angle or tee section fixed independently, without connecting plates, etc (cut to ordinary legth ie within 20mm of tile length indicated of gde Fe 410-W complete all as specified and as direcetd. |
| 26 | M & L steel screw bolts (machine made) 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, 5mm but not exceeding 10cm long complete all as specified and directed. |
| 27 | M&L preparation of steel surface over 10cm width or girth and applying two coats of synthetic enamel paints over red oxide complete all as specified and directed. |
| 28 | S & F Machine pressed pre-cast concrete interlocking paver block any shape and size confirming to IS 15658-200 of 60 mm thickness, rubber moulded M-35 Grade complete all as specified and directed. |
| 29 | M&L for 25mm thick sand filling under interlocking tiles including watering and consolidating complete all as specified and directed. |
| 30 | Dismantling of bricks(laid flat or on edge) or brick tiles in floors, channels,kerbs,aprons etc laid dry and pointed complete all as specified and as directed. |
| 31 | Providing, cement concrete (12.5mm graded stone aggregate) in lintelts upto 1.5m clkear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, coping, kneelers apex stones, bed plates, kerbs, water troughts and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed. |
| 32 | Material and labour for hardcore of broken stone of gauge not exc 63 mm, deposited, spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 33 | M&L for Preparation of new or previously untreated surfaces of steel and iron surfaces of any description, over 10cm in width or girth,not otherwise described and applying two coats synthetic enamel paint complete all as specified and directed |
| 34 | M&L brick work with sub class 'B' brick old size straight or curved on plan exc 6.0m mean radius built in cement mortor 1:4 complete all as specified. |
| 35 | M&L brick work with sub class 'B' brick straight or curved on plan exc 6.0m mean radius built in cement mortor 1:6 complete all as specified. |
| 36 | M & L rendering 15 mm thick on brick work or concrete surface in CM (1:4) on fair faces of brick or concrete surfaces and finished even and smooth with using extra cement complete all as specified and directed |
| 37 | M & L rendering 15 mm thick on brick work or concrete surface in CM (1:4) on fair faces of brick or concrete surfaces and finished even and fair with using extra cement complete all as specified and directed |
| 38 | M&L for providing precast cement concrete louvers and jallies, 25mm thick Type B0 1:2:4 (12.5mm graded aggregate) (measured soild), set in cement mortar (1:4) including all mouldings, but excluding frame (Precast frame shall be measured and paid separately) complete all as specified and directed |
| 39 | Material & Labour for prepration of new plastered surfaces and 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) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed |
| 40 | M&L cement concrete in foundation type D-2 1:4:8 (40 mm graded aggregate ) filling and mass concrete in manholes etc complete all as specified and directed. |
| 41 | Demolition of concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 42 | M & L 15 mm thick rendering in CM (1:6) on fair faces of brick work or concrete surfaceed finished even and smooth without using extra cement etc complete all as specified and as directed. |
| 43 | M&L for providing PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in floor, path, road complete all as specified and as direcetd. |
| 44 | M&L for providing PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in floor, path, road complete all as specified and as direcetd. |
| 45 | M & L for vitrified ceramic outdoor coloured tiles any shade 8-10mm thick (square/rectangular) polished, area of each tile exceeding 0.42sqm but not exceeding 1.00sqm, in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as direcetd. |
| 46 | M & L for screed bed or bedding layer of CM 1:6 of 15mm thick for laying floor finishes complete all as specified and as direcetd. |
| 47 | M&L for 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed. |
| 48 | 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 mortar 1:3 including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete all as specified and directed. Please Enable Macros to View BoQ information |
