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| 1 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 2 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and as directed. |
| 3 | Dismantling old fencing wire mesh/chain link fencing, any description, any type complete all as specified and as directed. |
| 4 | Dismantling fencing posts or struts (wood, steel or R.C.C.) any section, embedded in concrete etc.complete all as specified and directed. |
| 5 | Taking down cement plaster on walls including raking out joints, hacking for key, scrubbing down with water complete all as specified and as directed. |
| 6 | Excavation in post holes in any type of soil, each not exceeding 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and as directed. |
| 7 | Excavation in trenches not exc 1.50m wide and not exc 1.50m deep for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc 10 sqm on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and as directed. |
| 8 | Returning, filling in soil, including spreading, levelling watering & well ramming in layers not exc 25 cm thick complete all as specified and as directed. |
| 9 | Removing excavated soil to distance exc 250 m and not exc 500m and depositing where directed complete all as specified and as directed. |
| 10 | M&L for PCC 1:4:8, type D2, using 40mm graded stone aggregate as in foundations filling and mass concrete and similar work complete all as specified and as directed. |
| 11 | M&L for PCC 1:2:4 type B-1, using 20mm graded stone aggregate as in coping, lintel upto 1.5m clear span, bands, slightly rounded or chamfered angles and throating and similar work including necessary formwork complete all as specified and as directed. |
| 12 | M&L for RCC, 1:2:4, type B1 (using 20mm graded stone aggregates) as in foundations, footings, plinth beams; bases for columns, etc complete all as specified and as directed. |
| 13 | M&L for RCC 1:2:4 type B-1, using 20mm graded stone aggregate as in beams, lintels over 1.5m span complete all as specified and as directed. |
| 14 | M&L for RCC 1:2:4 type B-1, using 20mm graded stone aggregate as in as in columns, pillars, piers, posts and struts complete all as specified and as directed complete all as specified and as directed. |
| 15 | M&L for precast cement concrete 1:2:4, type B1 using 20mm graded stone aggregates as in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, plastes, pintle blocks, anchorage blocks, bonders (for stone walls), corbels, brackets, etc. with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match all as specified and as directed. |
| 16 | M&L for 35mm thick precast cement concrete louvers and jallies including mouldings in precast cement concrete 1:2:4 type B-0 using 12.50mm graded stone aggregate and fixed in cement mortar 1:4 including dismantling old precast louvers and jallies complete all as specified and as directed. |
| 17 | M&L for brickwork with fly ash bricks, straight or curved on plan, exc 6 m mean radius, built in cement mortar 1:6 with and including demolition of existing brick work built in cement or cement lime mortar of any description complete all as specified and as directed |
| 18 | Use and waste form work to sides of concrete in foundations, footings, bases of columns, side and soffits of plinth beam and simillar work for rough finished surfaces of concrete complete all as specified and as directed. |
| 19 | Use and waste of formwork to sides and soffits of beams for rough finished surfaces of concrete all as specified and as directed. |
| 20 | Use & waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and as directed. |
| 21 | S&F mild steel 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; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 including dismantling of old mild steel work all as specified and as directed. |
| 22 | S&F mild steel angle/flat iron as in fencing posts/struts for securing barbed/chain link fencing of any description including drilling holes, notching for wire etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or rivetting and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 23 | S&F 1.25 mm thick mild steel plain black sheet as in hearths, covering to door shutters, coverings to door chowkats (frames), cut to size, edges beaded if directed holespunched, including rounded headed screw, clout nails or rivts and fixed to steel members etc with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles,stopped ends, outlets etc as required complete all as specified and as directed. |
| 24 | M&L for machine made, mild steel bolts, 10 mm dia shank with hexagonal or square head one end and screwed the other or screwed both end, each screwed end to be fitted with, washers and one hexagonal or square nut, length of bolt exc 5cm but n exc 10cm complete all as specified and as directed. |
| 25 | M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending, 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. |
| 26 | M&L for mild steel TMT bars 5 mm dia and over upto and including 10mm dia, in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending, 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. |
| 27 | S&F mild steel framed work as in doors or gates of angle/ hollow section or other sections 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 and door fittings necessary rivetting/welding cutting up complete steel conforming to Fe-410-0 or Fe-310-0 (Gde-250) quality A including dismantling of old mild steel work complete all as specified and as directed.Note : Disturbed surfaces of walls shall be made good to match with the existing surfaces. |
| 28 | S&F in repairs, galvanised, 2 strand, steel barbed wire, 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails restraining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed.Note : Each line wire to be measured. |
| 29 | Restraining, resecuring including making good staples etc for existing galvanised 2 strand, steel barbed wire complete all as specified and as directed. Notes : (i) Each line wire to be measured. |
| 30 | Supply only mild steel galvanised chain link fencing, made out of GI wire, any size or type, complete all as specified and directed.Note :- Dia and size of mesh shall be as decided by GE. (ii) Payment shall be allowed after ascertaining weight of chain link fencing as per actual at site by the BOO ordered by GE. |
| 31 | Fixing only chain link fencing wire mesh, any size and type to any standards, angle iron posts, rails, straining bolts including provision of binding wire etc. and fixed complete all as specified and as directed. |
| 32 | S&F mild steel round or square bars as in line bars for fixing chain link fencing including cutting to length, bent to shape required, hooking ends complete all as specified and as directed. |
| 33 | M&L for rendering 15 mm thick on fair faces of brick work /concrete surfaces in cement mortar 1:4, finished even and fair without using extra cement complete all as specified and as directed. |
| 34 | M & L preparation of new plastered surfaces/ concrete surfaces of walls and applying two coat of cement base paint over a coat of alakli resistant primer complete all as specified and as directed. |
| 35 | M&L for preparation of Old plastered surfaces and applying one coat of cement base paint complete all as specified and as directed by Engineer-in-Charge. |
| 36 | M&L for preparation of new steel or iron surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paints over one coat of red oxide zinc chrome primer complete all as specified and as directed. |
| 37 | M&L for preparation of new steel and iron surfaces of any description not otherwise described not exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 38 | Dismantling of stone slab and tiles laid bedded and pointed in any mortar description or thickness in floors, apron etc complete all as specified and as directed. |
| 39 | M&L for 60mm thick factory made chamfered edge, cement concrete paver blocks (glossy/ rubber matt finish) of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 25mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed.Note : Size, shape and pattern shall be as approved by Engineer-in-Charge. |
| 40 | M&L for 75 mm thick PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in sub base complete including demolition of existing PCC sub base all as specified and as directed. |
| 41 | Dismantling floor, hearth or wall tiling including cement mortar bedding but not backing complete all as specified and as directed. |
| 42 | M&L for precast cement concrete coloured chequered tiles with glossy finish of size 25cm x 25cm x 25mm thick/30cm x 30cm x 25mm thick, machine pressed with grey cement and pigment, set, jointed and pointed in neat cement slurry over and including 20mm thick screed bed or bedding layer in cement mortar 1:6 and pointed in coloured cement to match the colour of tiles complete all as specified and as directed. |
| 43 | M&L at or near ground level factory made kerb stone of M-25 grade cement concrete fixed in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required including dismantling of existing kerb stones complete all as specified and as directed. Please Enable Macros to View BoQ information |
