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| 1 | M&L for PCC 1:4:8 type D2 (using 40mm graded Granite stone aggregate) as in foundation, sub base of flooring, filling mass concrete etc., with and including demolition of cement concrete (un-reinforced) as in ground floor, complete all as specified and as directed. |
| 2 | Steel formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete, complete all as specified and as directed. |
| 3 | Steel formwork to sides of pillars, posts, struts, columns, stanchions and the like, for fair finished surfaces of concrete, complete all as specified and as directed. |
| 4 | Steel formwork to sides and soffits of floor or roof beams, cantilevers, bressummers, lintels, shelves, lintel beams, RCC bands, complete all as specified. |
| 5 | M&L for Reinforcement using TMT bars of Grade Fe–500D of 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 or welded complete all as specified and as directed. |
| 6 | M&L for Reinforcement using TMT bars of Grade Fe-500D of 8mm dia and over upto and including 10mm dia bars as 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 0.9mm dia or securing with clips or welded complete all as specified. |
| 7 | M&L for Reinforced Cement Concrete M–25 (Design Mix) with admixtures, as in Foundations including Rafts, Footings, Foundation Beams, Plinth Beams, Bases for Columns etc., with and including demolition of existing reinforced cement concrete of any description, complete all as specified and as directed. |
| 8 | M&L for Reinforced Cement Concrete M–25 (Design Mix) with admixtures, as in floor beams, roof beams, cantilevers, bressumers, middle beams, lintels over 1.5m span and lintel bands etc., with and including demolition of existing reinforced cement concrete of any description, complete all as specified and as directed. |
| 9 | M&L for Reinforced Cement Concrete M–25 (Design Mix) with admixtures, as in Columns, Pillars, Piers, Posts & Struts etc., with and including demolition of existing reinforced cement concrete of any description, complete all as specified and as directed. |
| 10 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, with and including demolition of existing brick work of any description, complete all as specified and as directed. |
| 11 | M&L for Providing 25mm thick (measured solid) Precast RCC Jallies 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in louvers and jallies and similar articles set in CM 1:4, finished plain fair faces, including necessary all mouldings, formwork etc., with and including demolition of existing u/s precast RCC jallies of any type, complete all as specified and as directed. Note: Necessary reinforcement shall be measured and paid separately. |
| 12 | M&L for Complete removal of existing treatment on old walls & cleaning with high pressure water jet pump and applying two coat of cement base paint of approved colour, with and including preparation of old decorated surfaces of wall by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots, filling holes, cracks with cement base putty,, complete all as specified and as directed. |
| 13 | M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks lawns, drive away or light traffic etc., of required strength, thickness & size / shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting paver block as required size & pattern, finishing sweeping extra sand with and including demolition of existing floor of any type, complete all as specified and directed by the Engineer-in-Charge. |
| 14 | M&L for 75mm thick PCC 1:4:8 type D2 (using 40mm graded granite stone aggregate) as in sub base of flooring, complete all as specified and as directed. |
| 15 | M&L for PCC 1:2:4 type B1 (using 20mm graded granite stone aggregate) as in surface channels and drains, complete all as specified and as directed. |
| 16 | M&L for Hardcore of gauge not exc. 63mm, broken stone or boulders, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface, complete all as specified and as directed. |
| 17 | M&L for PCC 1:4:8 type D2 (using 40mm graded granite stone aggregate) stone aggregate in foundation, filling mass concrete, levelling courses and sub base of flooring, complete all as specified and as directed. |
| 18 | M&L for Forming extra fair finished drain or channel of 30cm inner grith or width in cement concrete using extra cement with and including forming moulds / stopped ends etc., complete all as specified. |
| 19 | M&L for Forming extra fair finished drain or channel of 45cm inner grith or width in cement concrete using extra cement with and including forming moulds / stopped ends etc., complete all as specified. |
| 20 | M&L for Forming extra fair finished drain or channel of 60cm inner grith or width in cement concrete using extra cement with and including forming moulds / stopped ends etc., complete all as specified. |
| 21 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick (TFT) of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, with and including taking down existing u/s CGI sheet roof of any description,, complete all as specified and as directed. |
| 22 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick (TFT) of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, with and including taking down existing u/s plain GI sheet roof of any description,, complete all as specified and as directed. |
| 23 | M&L for Rolled Mild steel as in roof trusses (Framed) trussed purlins, rafters, struts (beam, tee, angle channel or flat sections) including distance pieces, cleats etc., conforming to grade Fe 410-W Gde E - 250 quality 'A', with and including distantling existing steel work of any description, complete all as specified and as directed. |
| 24 | M&L for Mild Steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, confirming to Fe410-W (Gde Fe-250 Quality 'A'), with and including distantling existing steel work of any description, complete all as specified and as directed. |
| 25 | S&F Mild steel Flat iron 40x5mm for securing wire mesh with and including drilling holes etc., cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) and similar work conforming to Fe-290 Gde E-165 with and including distantling existing mild steel work of any description, complete all as specified and as directed. |
| 26 | S&F Mild steel work such as angles, joist, channel, or tee sections, fixed indepedently without connecting plates, cut to required length, and similar work conforming to Fe-290 Gde E-165 with and including distantling existing mild steel work of any description, complete all as specified and as directed. |
| 27 | S&F Mild steel screw bolts (machine made) of neck 5mm to 10mm 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 not exceeding 5cm, complete all as specified and as directed. |
| 28 | M&L Mild Steel Framed work (ornamental and inctricate design) such as grills, gratings,etc. with ends of bars, shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladder, framed baluster, walk ways, railings, and similar work confirming to Gde Fe-250 Gde-165, with and including distantling existing steel work of any description, complete all as specified and as directed. |
| 29 | Restraing & resecuring including making good staple of mild steel barbed wire with 2mm dia, including securing or tying at crossings with mild steel wire etc., complete all as specified. |
| 30 | S&F IN REPAIR Galvanised two strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc., complete all as specified. Note: Each line of wire to be measured |
| 31 | S&F IN REPAIR Punch type concertina coil SRPBT fence comprising of SRPBT helix concertina of 600mm dia having barb length 23.5mm, 2.5mm hot dip prime GI high carbon core wire, tape width 18.60mm, centre with 7.4mm, with and including anticorrosive bitumen paint coated (black colour), complete all as per IS : 4454 Part-I, fixed at any height of security wall with necessary scaffolding, complete all as specified. Note: Each coil shall have minimum 51 turns & shall be stretched up to 6m length only. |
| 32 | S&F IN REPAIR chain link fencing of mesh size 50mmx50mm, with 4mm dia hot dip GI wire as per IS 2721:2003, including line wires any type of standards, rails, straining bolts, etc. including provission of binding wire, with and including dismantling existing u/s fencing wire mesh of any size & type, complete all as specified and as directed. |
| 33 | M&L for Round 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 mild steel wire (annealed) not less than 0.9mm dia or securing with clips or welded, confirming to Gde Fe-290 Gde-165, with and including dismantling wrought iron or mild steel work of any description, complete all as specified and as directed. |
| 34 | M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:4 finished even and fair without using extra cement, complete all as specified and as directed. |
| 35 | M&L 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 and 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, with and including preparation of new surfaces of wall, complete all as specified and as directed. |
| 36 | M&L for Preparation of new or previously untreated surfaces of steel or steel based surfaces of any description, not otherwise described, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 37 | M&L for Rubber coated chequered cement concrete coloured tiles 23-25mm thick, of approved shape and size, as in floor / path, set, jointed and pointed in neat cement slurry with grey cement and pigment, glosy finish on top, laid over and including 15mm thick screed bed in CM 1:4, including demolition of old floor tiles of any thickness with bedding mortar, removing rubbish off the permises, complete all as specified. Please Enable Macros to View BoQ information |
