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| 1 | Excavating in post holes (or similar holes) in hard/dense soil each n exc 0.5 cu. m, 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 exc 50 mtr complete all as specified. |
| 2 | Surface excavation in any type of soil, n.exc (not exceeding) 30 cm deep and averaging 15cm deep and and removing rubbish upto a distance of 50 mtrs outside the periphery of the area complete all as specified and directed by Engineer-in-Charge. |
| 3 | Excavation in trenches in any type of soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified. |
| 4 | Removing of surplus soil/ excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and directed by Engineer-in-Charge. |
| 5 | Removing of surplus soil/ excavated material to a distance exc. 250 m and not exceeding 500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and directed by Engineer-in-Charge. |
| 6 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge. |
| 7 | Earth filling Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required complete all as specified and directed by Engineer-in-Charge.. |
| 8 | Hardcore of broken stone or boulder gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface etc complete all as specified and directed by Engineer-in-Charge.. |
| 9 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for Internal dia of pipe 100 mm including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. |
| 10 | Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth on Brick wall complete all as specified. |
| 11 | 100 mm thick Cement concrete (1:2:4) type B-2,using 20 mm graded mechanically crushed stone aggregate as in flooring etc, finishing cement concrete surface even and smooth without using cement extra cement complete including spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is greenall as specified and directed by Engineer-in-Charge. |
| 12 | 75 mm thick, cement concrete type C-2, 1:3:6 using 20 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.Plinth protection shall be laid in 1:20 slope and joint filling sealed with bituminous sealing compound grade \\"A\\" . |
| 13 | 25 mm thick Cement concrete (1:2:4) type B-1,using 20 mm graded mechanically crushed stone aggregate as in sub base of floor and pavings etc. complete all as specified and directed by Engineer-in-Charge. |
| 14 | Plain cement concrete (1:3:6) type C-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base to paver blocks etc complete all as specified and directed by Engineer-in-Charge. |
| 15 | Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base to paver blocks etc complete all as specified and directed by Engineer-in-Charge. |
| 16 | Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beams,plinth beams,bases for columns, basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge. |
| 17 | Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge. |
| 18 | Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in columns,pillars,piers and struts and the like complete all as specified and directed by Engineer-in-Charge. |
| 19 | Use & waste of formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits of foundation and plinth beams and similar works,vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 20 | Use & waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings , slab over manholes similar work; not exceeding 200mm thick (Horizontal or sloping) (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 21 | Use & waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge |
| 22 | Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 23 | Rendering 5 mm thick in cement mortar 1:3 as in ceiling/soffits of slabs/Chajja/ Sunshade finishing the plastered surface even & smooth without using extra cement etc complete all as specified and directed by Engineer-in-Charge. |
| 24 | Rendering 15 mm thick in cement mortar 1:6 over of brick or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 25 | Rendering 15 mm thick in cement mortar 1:4 over of brick or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 26 | Rendering 15 mm thick in cement mortar 1:4 on on fair faces of brick or concrete surfaces etc mixed with water proofing compound finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.NOTE: Water proofing compound shall be measured and paid separately. |
| 27 | Forming 12mm thick Expansion joints for thickness of concrete slab 100 mm filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed by Engineer-in-Charge. |
| 28 | Vitrified ceramic tiles coloured Dark Shade/Double charged 10 mm thick (Square/rectangular) polished, area of each tiles exceeding 0.18 Sqm but not exceeding 0.36 Sqm, in floor,skirting etc set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 laid over and including 15mm thick screed bedding layer in CM (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 29 | Glazed ceramic coloured tiles 300 x 600 x 7 mm thick on vertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed with 4 mm spacer and grouting the joint of wall with epoxy grout mix of organic coated filler of desired shade, hardener, resin in the ratio of 8:1:2 complete all as specified and directed by Engineer-in-Charge. |
| 30 | First quality Non - skid coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors etc. set and jointed with 4 mm spacer and grouting the joint of flooring with epoxy grout mix of organic coated filler of desired shade,hardener ,resin in the ratio of 8:1:2 laid over and inculding 15 mm thick screed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 31 | Granite black shade, 18-20 mm thick, (table rubbed and polished) in single piece (in one direction) machine cut, machine polished, bedded and jointed with adhesive suitable for granite/stone & pointed with grout of matching shade including necessary cutting over & including 15 mm thick (average thickness) cement mortar (1:4) screed, as in cooking platform, shelves, RCC counters, window cills & similar situations, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Powder coated aluminium (minimum thickness of powder coating 50 micron) framework for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top,bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle,Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge complete all as specified and directed by Engineer-in-Charge. |
| 33 | Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per drawings and the directions of Engineer-in-Charge |
| 34 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE |
| 35 | Galvanished mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with stainless steel wire staples complete all as specified and directed by Engineer-in-Charge. |
| 36 | Solid PVC door frames of size 50mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube, and edges will be painted to match with printed sheet, supply & fixing in opening as per specification & drawing complete all as specified and directed by Engineer-in-Charge. |
| 37 | Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing complete all as specified and as directed. |
| 38 | 35 mm thick factory made glazed & Skeleton shutters of 2nd class Hardwood open rebated & prepared to receive glass or gauze etc without sash bar open rebated with edges of framing plain, chamfered or rounded, fitted with cut & mitred beads for securing glass or guage etc size ofstiles rails etc as specified in sec 8 clause 8.24 (a) of SSR Part-I (2009) complete all as specified and directed by Engineer-in-Charge. |
| 39 | 35 mm thick factory made Flush shutters, solid core construction, with particle core and plywood face panels, commercial type on both sides face covered with decorative face veneer with lipping/frame to match with 1 mm thick mica supplied and fixed complete all as specified and directed by Engineer-in-Charge. |
| 40 | Factory made Pressed steel frames, confirming to IS, having profile 125 x 60 mm , 1.25 mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, and 100 mm size hinges, lock strike plate, etc., with one shop coat of zinc chromate primer and fixing complete all as specified and directed by Engineer-in-Charge. |
| 41 | Factory made box type steel ventilator with top hung or fixed half glass and half wire mesh portion shutter including projecting type hinges, steel peg stay, complete all as specified and directed by Engineer-in-Charge.Note:Sheet glass and wire gauge will be measured and paid separately against respective items |
| 42 | Door closer hydraulically regulated, designation No. 1 universal type, aluminium body suitable for door shutters up to 700 mm in width and of weight not more than 35 kg and fixed complete all as specified and directed. |
| 43 | TMT mild steel bars 10mm dia and over, of grade Fe-500D 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 directed by Engineer-in-Charge. |
| 44 | TMT mild steel bars 5mm dia and over upto & including 10 mm stirrups, spacers & binders, of grade Fe-500D 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 directed by Engineer-in-Charge. |
| 45 | Supply and fixied Fe 410-W (Gde E- 250) quality A Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed. |
| 46 | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes,channels, plates \\"grills\\" etc., including welding, grinding,buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed by Engineer-in-Charge. |
| 47 | Supply and fixing Fe 410-W (Gde E-250) quality A Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.4923-1997 grade St.-240 complete all as specified and directed by Engineer-in-Charge. |
| 48 | Water proofing roof treatment using APP polymeric water proofing membrane minimum 3 mm thick and weighting not less than 3.6 Kg/Sqm black finish reinforced with non-woven polyster matt wt not less than 150 gms/Sqm with thermo fusable finish laid over compatible bitumen primer at the rate of 0.40 Ltr/Sqm over cleaned surface including parapet, applying a coat of blown bitumen 85/25 grade @ 1.2 kg per square metre over priming coat torching over laps with a propane or butan gas torch with a over lap of 100 mm at the side and 150 mm at the ends and sealing all as per manufacturers instructions incl wire brushing and cleaning the top surfaces of concrete, roof surfaces etc. with water including flashings and junction of parapets etc complete all as specified and directed. |
| 49 | Preparation of new plastered surfaces of wall and applying two coats of cement base paint on walls over and including a coat of primer complete all as specified and directed. |
| 50 | Preparation of new or previously untreated steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 51 | Preparation of surfaces of walls brooming down, applying one coat of white cement based wall care putty after applying emery paper or sand paper and two coats of weather proof emulsion paint(Ist quality) Apex (internal/ external wall surfaces over a coat of primer damp shealth per manufacturers instructions etc complete all as specified and directed by Engineer-in-Charge. |
| 52 | Material and labour for providing and applying birla wall care putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete all as specified and directed. |
| 53 | Preparation of plastered or unplastered new surfaces of ceilings and applying three coats of white wash including preparation of surface complete all as specified and directed by Engineer-in-Charge. |
| 54 | Preparation of new plastered surfaces of wall and applying two coats of oil bound distemper on walls over and including a coat of primer and 1 mm wall care putty including preparation of surface complete all as specified and directed. |
| 55 | 4 mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm each and using Silicon for fixing of glass in addition to glazing putty complete all as specified and directed by Engineer-in-Charge. |
| 56 | Sheet glass 5 mm thick, tinted type, ordinary quality with 5 micron thick black film with rubber cletting using Silicon for fixing of glass in addition to glazing putty, complete all as specified and directed by Engineer-in-Charge. |
| 57 | Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 58 | 100 mm Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21fixed with screws or with welding to existing MS frames complete all as specified and directed by Engineer-in-Charge. |
| 59 | Aluminium anodised,barrel tower bolts of extruded section with length of bolt 200 mm and dia of bolt not less than 10 mm,ISI marked complete all as specified and directed by Engineer-in-Charge. |
| 60 | 100 mm long Aluminium handles, fancy type,cast type,anodised complete all as specified and directed by Engineer-in-Charge. |
| 61 | 150 mm long extruded Aluminium alloy handles powder coated fabricated type complete all as specified and directed by Engineer-in-Charge. |
| 62 | Supply and fixing in repair 10 ltr capacity PVC valveless, syphonic action dual flush type flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, 32 mm dia flush pipe complete all as specified and directed by Engineer-in-Charge. |
| 63 | Supply and fixing in repair sinks with drainage board made of stainless steel 1 mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement ortar on to dwarf wall or includingfixing cantilever brackets and connecting union to pipe, overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm, Complete all as specified and as directed |
| 64 | vitreous china squatting pan “Orrisa Pattern” white of size 580 x 440mm including PVC `P’ or `S’ trap, integral foot rest including connection to trap and flushing pipe, flushing cistern etc complete and bedding in PCC 1:7:12 type F-2 complete all as specified and directed. |
| 65 | Vitreous China Urinal, half stall type, size 355x340x535 mm white including flushing spray, flush pipe,32 mm dia CP waste coupling and 60 cm waste pipe complete all as specified and directed by Engineer-in-Charge. |
| 66 | Supply and fixing Urinal, bowl type or half stall pattern, basin only including connections to flushing pipe and outgoing pipes fixed in repairs |
| 67 | Vitreous china white wash basin with flat back of size 550mmx400mm coloured with pedestal including MS brackets, cutting for and pinning in ends of brackets, including bottle trap/ PVC waste pipe as in repairs complete all as specified and as directed. |
| 68 | Supplying and fixing in repairs Vitreous China Wash down water closet single piece of size 365 x655 x765 mm white including 10 ltr capacity PVC valveless syphonic action type flushing cistern low level white with inlet ball valve float ,connection pieces,P or s trap (closed pattern) including all necessary accessories like rag bolts,kit/gel gasket,PVC seat cover,Jet and flush pipe complete all as specified and directed by Engineer-in-Charge. |
| 69 | Supplying and fixing 15 mm fancy type chromium plated fancy type bib tap brass two way with flange screwed down high pressure CP cast copper alloy with crutch or butterfly handles screwed down suitable for 15mm bore pipe or union complete all as specified and directed by Engineer-in-Charge. |
| 70 | Supplying and fixing in repairs 15 mm fancy type chromium plated fancy type Pillar taps, cast copper alloy, with capstan heads,chromium plated,screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge. |
| 71 | Peg stays of 6 of aluminium alloy anodised 150 mm complete all as specified and directed by Engineer-in-Charge. |
| 72 | Health faucet mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect all as specified and directed by Engineer-in-Charge'. |
| 73 | Supply and fixing of 15mm bore angle cock/ stop valve cast copper alloy chromium plated fancy type, high pressure with crutch or butterfly handle screwed both ends for iron pipe or union and fixed complete all as specified and as directed . |
| 74 | PVC connections 15mm size with PTMT nuts of length 600 mm fixed in repair complete all as specified and directed by Engineer-in-Charge. |
| 75 | Supplying and fixing in repair waste coupling of PTMT (half or full threaded) suitable for 32 mm discharge pipe (Minimum weight 45gms) complete all as specified and directed by Engineer-in-Charge. |
| 76 | Supply and fixing in repair 600mm x 450mm bevelled edge mirror selected quality glass ,mounted on 6mm thick wood and fixed to wooden plugs with chromium plated brass screws and cup washers, Complete all as specified and as directed Please Enable Macros to View BoQ information |
| 77 | Supply and fixing in repair 600mm x 450mm bevelled edge mirror selected quality glass ,mounted on 6mm thick wood and fixed to wooden plugs with chromium plated brass screws and cup washers, Complete all as specified and as directed Please Enable Macros to View BoQ information |
