| 1 | 0.01 | BOQ (POST CONSTRUCTION ANTI TERMITE TREATMENT AND REPAIR TO BRICKWORK, PLASTERING, CEILING, FLOORING, INTERNAL WATER SUPPLY, JOINERY AND CONNECTED WORK IN TECH AREA OF ZONE 'A' AT AF STATION SURATGARH.) | | | |
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| 2 | 1 | Turbo ventilator fan Each 24\" dia top and bottom coverr made of stainless steel - 304 and fans made of stainless steel -304 with fibre sheet 1.5mm thick dome and maximum length of sheet 150mm including necessary fitting on top of roof and make water proof fixing joints fixed as in repair , complette all as specifed and directed by the Engr-in-Charge. \nNote :- Turbo ventilator shall be fixed at 18.0 m of Height approximately. | | 10 | Each |
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| 3 | 2 | Aluminium anodised window openable type without sash bars, aluminum sections of size 40mmx20mmx1.5 mm fixed in aluminum anodised frame of section size 63.5mmx38.28mmx2mm including necessary jointing cleats cleats , glazing clips , aluminium anodised snap beading ,screws,aluminium beading , PVC packing ,100 mm size handle (Decorative type ) 01 No (each Shutter), aluminium anodised fittings & fixtures with and including 4.80mm thick tinted glass selected quality with necessary beading/packing, including taking down old existing window frame with shutter compete all as specified and directed. \nMake of section : HINDALCO / JINDAL/INDAL | | 12 | Square Metre |
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| 4 | 3 | Aluminum grill 6-8 mm thick fixed to aluminium frame work with suitable size H or Y of aluminium section and fasteners, including taking down old existing aluminium grill of any size complete all as specified and directed by Engineer-in-Charge. | | 12 | Square Metre |
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| 5 | 4 | Galvanised mild steel wire cloth, 0.56 mm nominal dia of wire & average width of aperture 1.18mm & fixed with tinned tacks, or galvanised wire staples, complete all as specified and directed by Engineer-in-Charge. | | 5 | Square Metre |
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| 6 | 5 | Galvanised mild steel wire cloth, 0.56 mm nominal dia of wire & average width of aperture 1.18mm & fixed with tinned tacks, or galvanised wire staples, fixed as in repair, complete all as specified and directed by Engineer-in-Charge. | | 5 | Square Metre |
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| 7 | 6 | Double action door floor spring by draulically regulated made up of minimul 1.25 mm thcik aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other poats made of mild steel heavy duty and fixed as in repair , complete all as specified and directed by Engineer -in-charge. \n | | 10 | Each |
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| 8 | 7 | Aluminium (die cast body) door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutter of 851 to 1000mm width and of weight between 61 to 80 kgs and fixed as in repair, complete all as specified and directed by Engineer-in-Charge | | 15 | Each |
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| 9 | 8 | Dismantling existing water storage tanks exc 501 litres but n.exc 1000 litres capacity by disconnecting existing water connection and removal from site , complete all as specified and directed by Engineer-in-Charge | | 5 | Each |
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| 10 | 9 | Rotational moulded PVC, double layered, water storage tanks of capacity 1000 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve , complete all as specified and directed by Engineer –in-Charge. | | 5 | Each |
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| 11 | 10 | Ball valve of 20mm bore high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed. (Minimum weight 210 gms) & fixed in repairs , complete all as specified and directed by Engineer-in-Charge. | | 5 | Each |
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| 12 | 11 | Dismantling of false ceiling of any description any thickness including framed/grid work, complete all as specified and directed by the Engineer-in-Charge.\n | | 200 | Square Metre |
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| 13 | 12 | 8mm to 9mm thick ceiling gypsum board textured finished on one side and PVC coated on the other side of size 600mm x 600mm fixed over and including pre coated G I grid work of size 605mm x 605mm with inter locking arrangements primary member of size 38mm x 23mm, secondary member of size 23mm x 23mm and wall angle of size 20mm x 20mm supporting grid for false roofing board is tobe suspended by 2mm thick GI wire at specing of 1.2 m centre to centre ,complete all as specified and as directed by Engineer-in-Charge. \nMAKE : ARMSTRONG,SAOMT, GPNAOM | | 200 | Square Metre |
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| 14 | 13 | Dismantling brick tiles or terracing tiles, single layer on roof , complete all as specified and directed by Engineer-in-Charge. | | 300 | Square Metre |
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| 15 | 14 | Demolition of mud, in roof, any thickness including plastering and leeping (whether full thickness removed or only a part thereof), complete all as specified and directed by the Engineer in Charge. | | 20 | Cubic Metre |
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| 16 | 15 | Rendering 15mm thick on concrete surfaces over roof with WPC @ 3% of cement weight in cement mortar 1:3 including finishing even and smooth without using extra cement complete all as specified and directed.\nNote :- supply only water proffing compound shall be measured separetely. | | 300 | Square Metre |
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| 17 | 16 | Supply only, integral water compound ISI marked, complete all as specified and directed by Engineer-in-Charge. | | 100 | Kilogram |
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| 18 | 17 | Water proofing treatment consisting evenly applied primer coat @ 0.30 litre/ Square metre on surfaces, overlaps, joints etc and a layer of APP polymer 3mm thick even membrane weight not less than 3.60 Kg/Square metre duly sealed at over laps joints with flame (complete by torch application) all as per manufacturer's instructions, over and including 10 mm thick screed bed of cement mortar (1:3) mixed with and including liquid water proofing compound @ 2% by weight of cement, complete all as specified and directed by Engineer-in-Charge. Note:-\n(i) Contractor will be permitted to use materials \nprocured from any one of the manufacturer mentioned as specified in PS clause. However the materials for the entire work shall be of from one manufacturer only. | | 300 | Square Metre |
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| 19 | 18 | 40 mm thick brick tiles laid onmud mortar and jointed and grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement on mud phuska , complete all as specified and directed by the Engineer in Charge. | | 270 | Square Metre |
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| 20 | 19 | All as per serial item No.18 here-in-before but except brick tiles, complete all as specified and directed by the Engineer in Charge.\nNote: Servicable Tiles retrived from serial item no.13 above shall be used after proper cleaning and washing of old tiles. | | 30 | Square Metre |
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| 21 | 20 | Dismantling floor, hearth or wall tilling including cement morter bedding (but not backing ),and removing serviceable tiles to store and rubbish off the premises , complete all as specified and directed by Engineer-in-Charge | | 630 | Square Metre |
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| 22 | 21 | Demolition of cement concrete (unreinforced) in ground floors and paving not exc. 15 cm thickness (below or above ground level), including removal of rubbish in low lying area, complete all as specified and directed by the Engineer in Charge. | | 74 | Cubic Metre |
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| 23 | 22 | First quality, joint free non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles,complete all as specified and directed by the Engineer in charge. | | 200 | Square Metre |
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| 24 | 23 | First quality glazed ceramic coloured tiles of (300x200mm) x 7 mm thick, laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles ,complete all as specified and directed by the Engineer in Charge. | | 200 | Square Metre |
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| 25 | 24 | Vitrified ceramic tiles of premium quality, dark shade, 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 Sq.m, as in skirting over and including 15 mm thick rendering of cement mortar (1:6) set and jointed in neat cement paste of honey like consistancy including pointing in white cement with pigment to match the shade of tiles,complete all as specified and directed by the Engineer in Charge. | | 230 | Square Metre |
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| 26 | 25 | Granite (any type) 14-16 mm thick, work (table rubbed and polished) as in skirting/dado including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including screed bed of 10 mm thick in CM 1:4, complete all as specified and directed by the Engineer in Charge. | | 10 | Square Metre |
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| 27 | 26 | Machine cut Kota stone slab 18 -20 mm thick (of size not less than 55 cm x 55 cm) as in flooring with neat cement slurry @ 3.00 kg/Square Metre over and including 20 mm thick (average thickness) cement screed (1:6) base, laid and jointed with grey cement slurry mixed with pigment to match shade of the slab including cutting, waste, rubbing and polishing (Granite finish), ,complete all as specified and directed by the Engineer in Charge. | | 50 | Square Metre |
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| 28 | 27 | Plain cement concrete 1:2:4 type B-0(12.5 mm graded stone aggregate) 25mm thick as flooring finished fair & even to receive top layer of flooring , complete all as specified and directed by Engineer-in-Charge. | | 150 | Square Metre |
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| 29 | 28 | Plain cement concrete (1:2:4) type B-1, using 20mm graded stone aggregate as in roof kerb or mud stops etc like incl weathering, slightly rounded or chamfered throating as directed incl form work (straight or curved) and finish all exposed surface facing of concrete , complete all as specified and directed by Engineer-in-Charge. | | 1 | Cubic Metre |
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| 30 | 29 | Factory made precast cement 1:2:4 type B-1, using 20 mm graded mechanically crushed stone aggregate as in kerb stone set in cement mortar (1:4) as per site requirment including necessary excavation in soft/loose soil and removing the surplus soil to a distance not exceeding 100 metre , complete all as specified and as directed by the Engineer in Charge. | | 5 | Cubic Metre |
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| 31 | 30 | Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates 100mm thick as in sub base flooring, complete all as specified and directed by Engineer-in-Charge. | | 850 | Square Metre |
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| 32 | 31 | Plain cement concrete (1:2:4), type B-1, using 20 mm graded mechanically crushed stone aggregates 75mm thick as in path/hardstanding in alternate ways, finishing the surface even & smooth with using extra cement, complete all as specified and directed by Engineer-in-Charge. | | 200 | Square Metre |
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| 33 | 32 | Chequered cement concrete tiles 25cm x 25cm x 20mm thick set jointed and pointed in neat cement slurry in floors with in grey cement and pigment over including 15mm thick screed bed in CM 1:6, including taking down old existing tiles, complete all as specified and directed by Engineer-in-Charge. | | 400 | Square Metre |
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| 34 | 33 | Factory made machine pressed precast concrete interlocking paver block any shape or size conforming to IS 15658 of 80 mm thickness M-40 grade with grey cement and no pigment laid over and including 25mm thick sand cushioning and filling the joints upto full depth with fine tibba sand, complete all as specified and directed by the Engineer in Charge. | | 300 | Square Metre |
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| 35 | 34 | Forming contraction(dummy) joint 40mm deep x 6mm wide filled with bituminuous mastic, complete all as specified and directed by Engineer-in-Charge. | | 10 | Ten Running Metre |
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| 36 | 35 | Excavation in post holes (or similar holes) each not exc. 0.5 Cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc. 25 cm, watering and removing surplus spoil to a distance not exc. 50 m and making good surface in soft / loose soil , complete all as specified and directed by Engineer-in-Charge. | | 12 | Each |
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| 37 | 36 | Plain cement concrete (1:2:4), type B-1, using 20 mm graded mechanically crushed stone aggregates as in foundation filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. | | 3 | Cubic Metre |
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| 38 | 37 | Dismantling of pavers blocks/tiles of any description or thickness in floors, aprons etc. laid dry or laid dry or pointed, complete all as specified and as directed by the Engineer in Charge. | | 36 | Ten Square Metre |
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| 39 | 38 | Dismantling asbestos cement (corrugated or semi corrugated, etc.) sheets as in roof covering ,complete all as specified and directed by Engineer-in-Charge. | | 400 | Square Metre |
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| 40 | 39 | Pre painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an 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 by Engineer-in-Charge.\nNotes:- \n(i) Colour of sheets shall be approved by GE. | | 300 | Square Metre |
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| 41 | 40 | 2mm thick fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with L-type or J-type or cranked hook bolts complete all as specified and directed by the Engineer-in-Charge | | 100 | Square Metre |
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| 42 | 41 | Dismantling of timber scantling 40 Sqcm and over in section, in any position as in Framed work, complete all as specified and directed by Engineer-in-Charge. | | 2 | Cubic Metre |
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| 43 | 42 | Supply and Fixing of rolled mild steel sections as in roof trusses (framed), trussed, purlins, crane gantries, rails, fastening and heavy bracket framing (Beam, tee, angle, channel, MS plate or flat sections), including distance pieces, cleats etc., including cutting, welding, riveting or fixing, complete all as specified and directed by Engineer-in-Charge. | | 600 | Kilogram |
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| 44 | 43 | Steel work in tubular trusses including special shape washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.240 ,with one shop coat of zink chromote primer paint, complete all as specified and directed by Engineer-in-Charge. | | 1800 | Kilogram |
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| 45 | 44 | Band straps, supports ,Wind ties for stay securing bolts, posts & struts in fencing including cutting cutting tops to shape as directed, drilling holes, notching for wire, etc and similar work conforming to Fe-290 Gde E-165 , complete all as specified and directed by Engineer-in-Charge. | | 100 | Kilogram |
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| 46 | 45 | Preparation of new or previously untreated surface of steel of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer , complete all as specified and directed by Engineer-in-Charge. | | 15 | Square Metre |
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| 47 | 46 | Taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, including removal of rubbish outside MoD land ,complete all as specified and directed by the Engineer in Charge. | | 280 | Square Metre |
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| 48 | 47 | Rough cast plaster over and including base coat of rendering 10 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and fair on external surfaces of brick work , complete all as specified and directed by Engineer-in-Charge. | | 280 | Square Metre |
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| 49 | 48 | Preparation of new plastered wall surfaces and applying two coats of exterior acrylic emulsion paint wheather proof (shade as approved) in camoflage pattern , complete all as specified and directed by the Engineer-in-Charge. | | 280 | Square Metre |
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| 50 | 49 | Taking up or down 15 mm bore steel tubing with connections or fittings from wall, ceiling and floor etc., including cutting/chasing in wall/floor and removal from site, complete all as specified and directed by the Engineer in Charge. | | 50 | Running Metre |
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| 51 | 50 | Taking up or down 20 mm bore steel tubing with connections or fittings from wall, ceiling and floor etc., including cutting/chasing in wall/floor and removal from site, complete all as specified and directed by the Engineer in Charge. | | 100 | Running Metre |
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| 52 | 51 | Steel water tubes, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors, complete all as specified and directed by the Engineer in Charge. | | 50 | Running Metre |
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| 53 | 52 | Steel water tubes, 20 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors, complete all as specified and directed by the Engineer in Charge. | | 80 | Running Metre |
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| 54 | 53 | Re-fixing steel water tubing of 20 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling, complete all as specified. | | 20 | Running Metre |
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| 55 | 54 | 50 mm thick, plain cement concrete 1:3:6, type C-1, using 20 mm graded mechanically crushed stone aggregates, laid in 1:30 slope as in plinth protection , surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer in Charge. \nNote: \n(i) Plinth protection shall be laid to slope (1 in 30) in alternate bays not exceeding 3 mtr in length with joint of 6mm wide and 10mm deep shall be provide along the wall and bays and shall be filled with sealing compound grade 'B'.\n(ii) Cost of sealing compound is included in the unit rate of the item.\n | | 20 | Square Metre |
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| 56 | 55 | C P brass 15mm bore central hole basin mixure without Pop up waste, fancy type screwed for iron pipe fixed as in repair, complete all as specified and directed by the Engineer in Charge. \nMake :Cat part No 7750 of make \"Prayag\" frost series or equivalent | | 5 | Each |
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| 57 | 56 | Aluminium anodised tubular towel rail 'D' type of 20 mm dia, 60 cm long between flanges, including one pair of fixing brackets fixed as in repair, complete all as specified and directed by Engineer –in-Charge. | | 5 | Each |
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| 58 | 57 | Stainless steel kitchen utensil rack of size 90cmx75cm of approved make fixed in repair, complete all as specified and directed by Engineer –in-Charge. | | 5 | Each |
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| 59 | 58 | Jet spray chromium plated including connection pipe fixed as in repair , complete all as specified and directed by the Engineer in Charge.\nMake -MARC/GEM /PRIMA/ESS ESS . | | 5 | Each |
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| 60 | 59 | Demolition of brick work or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches , pillars etc & removing debries out of MoD land, complete all as specified and directed by the Engineer-in-Charge. | | 10 | Cubic Metre |
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| 61 | 60 | Brick work with sub class 'B' , straight or curved on plan not exc 6m mean raidus built in cement mortar 1:6 , complete all as specified and directed by Engineer-in-Charge. | | 10 | Cubic Metre |
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| 62 | 61 | Rendering 15 mm thick on fair faces of brick or concrete surfaces in cement mortar 1:6 finished the surface even and fair , complete all as specified and directed by Engineer-in-Charge. | | 73 | Square Metre |
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| 63 | 62 | Post construction treating of soil under existing floors using emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm dia holes with white cement to match the existing floors complete all as specified and directed by Engr-in - Charge. | | 8050 | Square Metre |
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| 64 | 63 | Post construction treatment along the external wall on the junction of wall and floor below concrete or masonry apron using emulsion @ one litre per hole, 300 mm apart and 300 mm depth including drilling and plugging 12 mm dia holes with white cement to match the existing floors complete all as specified and directed by Engr-in - Charge. | | 640 | Running Metre |
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| 65 | 64 | Post construction treatment at points of contact of wood work by chemical emulsion (in oil or Kerosene based solution) @ 0.50 litre/hole by drilling 6mm dia. Hole at a down ward angle of 45 degree at 150 mm centre to centre and sealing the same. | | 155 | Running Metre |
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| 66 | 65 | Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No 15 of tender documents. | | | |
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