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| 1 | B/R Portion: -Demolition of brick work built in cement mortar including all quoins, arches, pillars etc. complete all as specified and as directed. |
| 2 | Brickwork with sub class ‘B’ bricks straight or curved on plan exceeding 6 mtr mean radius built in cement mortar (1:6) complete all as specified and as directed. |
| 3 | Dismantling of Asbestos cement (corrugated or semicorrugated etc) sheets in roof covering complete all as specified and as directed. |
| 4 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick (AZ 150) 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 as directed. |
| 5 | Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick (AZ 150) 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 as directed. |
| 6 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Structural steel works of Fe 410W (Gde E 250) quality 'B', as in roof trusses (framed), trussed, purlins, posts, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. complete all as specified and as directed. |
| 8 | Preparation of new steel surfaces of any description, over 10cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed. |
| 9 | Dismantling of boarding with frame any description fixed in any position with nail complete all as specified and as directed. |
| 10 | 4mm thick of size 605 x 605 mm, white pre-premiered, self embossed, reinforced designer board for false ceiling conforming to IS-14862 and ISO-8336:1993 and GI section frame work (POWDER COATED) for white, pre-premiered, self embossed, reinforced designer board consisting of perimeter wall angle 19mm x 19mm x 0.45mm, cross 'Tee' 28.6mm (web) x 24mm flange. 33mm thick powdered coated main tee 38 (Web) x 24mm flange 0.33mm thick. Wall angle screwed fixed to brick wall/ partition wall/ concrete/ RCC with the help of nylon sleeves and screws @ 610 mm centre to centre, then suspending GI main 'Tee' in both directions by means of hangers with alignment @ 1220mm centre to centre to soffits. To from grid of 610 x 610mm cross Tee shall be provided @ 610mm centre to centre in both directions. Suitable provisions shall be made for fixing the recessed/ surface mounting light fittings if any complete all as specified and as directed by Engineer-in-Charge. |
| 11 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for and complete removal of debris outside MOD land complete all as specified and as directed. |
| 12 | Providing cement concrete (1:2:4) type B-0 (using 12.5 mm graded crushed stone aggregate) in roof padding, roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed. |
| 13 | Plain cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in coping, benching including weathering, slightly rounded or chamfered angles and including necessary formwork complete all as specified and as directed. |
| 14 | PCC 75mm thick (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) in plinth protection/ path/ Hardstanding finished even and fair complete all as specified and as directed. |
| 15 | PCC 75mm thick (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) in sub base complete all as specified and as directed by Engineer-in-Charge. |
| 16 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design and pattern as in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness and size/ shape, made by table vibratory method using PU mould, laid in required colour and pattern over and including 50mm thick compacted bed of fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed. |
| 17 | Precast reinforced cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) in lintels, copings, landings, cover slabs (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar (1:6) including necessary formwork complete all as specified and as directed. |
| 18 | TMT bars 10mm dia and over cut to length, bent to shape required including cranking, hooking end and binding with mild steel wire (annealed) not less than 0.90 mm dia complete all as specified and as directed. |
| 19 | Plain cement concrete (1:2:4), type B-0 (using 12.50mm graded crushed stone aggregate) 25mm thick as in sub base for floor tiles complete all as specified and as directed. |
| 20 | Dismantling floors hearth or wall tiling including cement mortar bedding (but not backing) removing unserviceable materials outside MOD area and rubbish off the premises complete all as specified and as directed. |
| 21 | Non-skid ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 Sqm but not exceeding 0.38 Sqm, in floors etc. fixed with approved tile adhesive and provided with 4mm spacer, spacer gaps to be filled with approved epoxy grout complete all as specified and as directed by Engineer-in-Charge. |
| 22 | Non-skid ceramic tiles 7 to 8 mm thick (square/ rectangular) in vertical surface such as skirting, dado etc. fixed with approved tile adhesive and provided with 4mm spacer, spacer gaps to be filled with approved epoxy grout complete all as specified and as directed by Engineer-in-Charge. |
| 23 | Non-skid ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile not exceeding 0.18 Sqm, in floors etc. fixed with approved tile adhesive and provided with 4mm spacer, spacer gaps to be filled with approved epoxy grout complete all as specified and as directed by Engineer-in-Charge. |
| 24 | Glazed ceramic tiles 300 x 450 x 7mm thick on vertical surface such as in skirting, dado etc. fixed with approved tile adhesive and provided with 4mm spacer, spacer gaps to be filled with approved epoxy grout complete all as specified and as directed by Engineer-in-Charge. |
| 25 | Demolition of stone slabs and tiles of any description or thickness in floors/ walls laid bedded and pointed in any mortar etc. complete all as specified and as directed. |
| 26 | Granite (of any type) 16-20mm thick (tabled rubbed and polished) as in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in colour cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15mm thick screed bed in cement mortar (1:6) edges of slab to be rounded from all sides (including cutting, wastage and polishing) complete all as specified and as directed. |
| 27 | Machine cut kota stone slab flooring 16-20mm thick over 15 mm thick cement screed bed in cement mortar (1:6) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed by Engineer-in-Charge. |
| 28 | Machine cut kota stone slab 16-20mm thick over 10 mm thick as in vertical surface over rendering in cement mortar (1:4) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed by Engineer-in-Charge. |
| 29 | Taking down chowkhats or frames with shutters (without taking off shutters from the frames) not exceeding 1.5 Sqm each, including cutting holes for taking out holdfasts or dismantling brick work (holes cut and any other damage to jambs, walls for taking out holdfasts shall be finished identical to existing finish) (without any extra cost to Govt) and removing from site complete all as specified and as directed by Engineer-in-Charge. |
| 30 | Taking down chowkhats or frames with shutters (without taking off shutters from the frames) exceeding 1.5 Sqm and not exceeding 4 Sqm each, including cutting holes for taking out holdfasts or dismantling brick work (holes cut and any other damage to jambs, walls for taking out holdfasts shall be finished identical to existing finish) (without any extra cost to Govt) and removing from site complete all as specified and as directed by Engineer-in-Charge. |
| 31 | Taking down shutters of any description exceeding 1 Sqm and not exceeding 2 Sqm each complete all as specified and as directed by Engineer-in-Charge. |
| 32 | Factory made pressed steel frames of size 105 x 60mm made out of PBI sheet 1.25mm thick for doors with one or more rebates including necessary fixing lugs, hinge, lock strike plate etc. complete including bottom of each chowkhat to be welded with 02 nos 25 x 25 x 3mm angle iron projecting 10cm on either side including PCC (1:3:6) type C-0 in back filling of chowkhats and two coats of synthetic enamel paint over one shop coat of zinc chromate primer on all exposed surface complete and one coat of tar on the ends of steel surface in contact with bricks/ concrete surface. Colour/ shade will be approved by Engineer-in-Charge complete all as specified and as directed. |
| 33 | Factory made pressed steel frames of size 125 x 60mm made out of PBI sheet 1.25mm thick for doors with one or more rebates including necessary fixing lugs, hinge, lock strike plate etc. complete including bottom of each chowkhat to be welded with 02 no's 25 x 25 x 3mm angle iron projecting 10cm on either side including PCC (1:3:6) type C-0 in back filling of chowkhats and two coats of synthetic enamel paint over one shop coat of zinc chromate primer on all exposed surface complete and one coat of tar on the ends of steel surface in contact with bricks/ concrete surface. Colour/ shade will be approved by Engineer-in-Charge complete all as specified and as directed. |
| 34 | 30 mm thick flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides with lipping/ frame to match complete all as specified and as directed. |
| 35 | 35mm thick factory made second class hard wood, glazed and skelton shutter open rebated and prepared to receive glass, guage, etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass etc. sizes of members of shutters as specified in SSR 2020 Pt-I Section 8.24 (b) supplied and fitted to chowkhats complete all as specified and as directed. |
| 36 | Preparation of new wooden surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 37 | Preparation of new wooden surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer complete all as specified and as directed. Please Enable Macros to View BoQ information |
