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| 1 | Surface excavation n.exc. 30 cm deep and averaging 15 cm deep in soft/loose soil and getting out in and including clearing all grass vegetation, saplings, shurbs, brush woods under growth roots and trees not exceeding 30cm girth complete all as specified and directed by Engineer-in-Charge. |
| 2 | 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. |
| 3 | 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. |
| 4 | Removing of surplus soil/ excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete, all as specified and directed by Engineer-in-Charge. |
| 5 | Excavation in trenches in any type of soil exceeding 1.50 meter wide and not exceeding 3 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. |
| 6 | 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. |
| 7 | Spreading and levelling in layers n exc. 25 cm thick and well ramming including watering complete all as specified and directed by Engineer-in-Charge. |
| 8 | Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete, all as specified and directed by Engineer-in-Charge. |
| 9 | 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. |
| 10 | Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in Columns, pillars, piers, posts and struts and the like; any thickness; above top of footings; including attached pilasters and buttresses and the like complete all as specified and directed by Engineer-in-Charge. |
| 11 | 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. |
| 12 | Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span bed blocks,coping and the like complete all as specified and directed by Engineer-in-Charge. |
| 13 | Reinforced Cement Concrete 1:2:4 type B1 using 20mm graded mechanically crushed stone aggregate as in Chajjas and the like complete all as specified and directed by Engineer-in-Charge.. |
| 14 | Hardcore of Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete, all as specified and directed by Engineer-in-Charge. |
| 15 | Forming embankments, Earth filling including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base. |
| 16 | Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling,subbase and mass concrete complete all as specified and directed. |
| 17 | 75 mm thick, cement concrete type C-1, 1:3:6 using 40 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\\" . |
| 18 | 25 mm thick cement concrete 1:2:4 type B 1 (20 mm graded mechanically crushed stone aggregate) as in flooring finishing the concrete surface even and smooth without using extra cement complete all as specified and directed. |
| 19 | Plain cement concrete 1:2:4 type B-0 using 12.5mm graded crushed stone aggregate as in cement concrete in roof kerbs or mud stops,back filling of chowkats, holdfasts,coping,bed plates,cills,benching rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 20 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed by Engineer-in-Charge. |
| 21 | Providing precast cement concrete Type B1 1:2:4 (using 20mm graded aggregate)Set in cement set in cement mortar 1:4 as in manhole covers and the like complete all as specified and directed by Engineer-in-Charge.. |
| 22 | Plain cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in surface channels ,drains,paver block end locking ,benching rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface and forming the finished drain using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 23 | Use and 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. |
| 24 | Use and waste of Formwork to walls, retaining walls, abutment, parapets and staircase railings and similar work including attached pillasters, buttresses etc. (vertical or to batter), complete all as specified and directed by Engineer-in-Charge. |
| 25 | Use and 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. |
| 26 | Use and waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves inncluding supports, overhangs, etc. also splays between floors and beams, etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 27 | Use and waste of Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 10cm wide but not exceeding 20cm wide. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 28 | Use and waste of Formwork to sides of pillars,posts,struts,piers,columns and stanchios etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 29 | Use and waste of Formwork to to chullah hoods, chajjas,troughs and similar items including edges etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 30 | 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,tank staging 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 complete conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge. |
| 31 | TMT 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. |
| 32 | TMT steel bars 6mm to 8mm 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. |
| 33 | TMT steel bars 5mm dia and over upto and including 10mm dia , of grade Fe-500D cut to length, bent to shape required, including cranking, bending stirrups 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 as in strirrups , spacers and binders complete all as specified and directed by Engineer-in-Charge. |
| 34 | Preparation of new or previously untreated steel and 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. |
| 35 | First quality Non - skid coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 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. |
| 36 | Vitrified ceramic tiles 8 mm to 9 mm thick (Square/rectangular) polished, area of each tiles exceeding 0.18 Sqm but not exceeding 0.38 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 (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 37 | Glazed ceramic coloured tiles 600 x 350 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. |
| 38 | Granite jet black shade, 16 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 10 mm thick (average thickness) cement mortar (1:6) screed, as in partition,cooking platform, shelves, RCC counters, window cills & similar situations, complete all as specified and directed by Engineer-in-Charge. |
| 39 | Sealing surfaces previously treated with tar, bituminous composition etc. With one coat of knotting in preparation for painting complete all as specifid. |
| 40 | Plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes of size 150 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested. |
| 41 | Salt-glazed stoneware drain pipes (Grade A ) laid in trenches on concrete bed to level / gradient and jointed as specified internal dia of pipe 150 mm bore complete all as specified and directed by Engineer-in-Charge. |
| 42 | Reinforced concrete pipes 150 mm , class NP2, laid and jointed complete with collars, laid in trenches on concrete bed to level/gradient, jointing in cement mortar 1:3 complete all as specified and as directed by Engr-in-Charge. |
| 43 | Brickwork with flyash, 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. |
| 44 | Brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls built in built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 45 | Rendering 10 mm thick in cement mortar 1:6, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 46 | 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. |
| 47 | Rendering 10 mm thick in cement mortar 1:3, on roof surfaces mixed with water proofing compound on top layer, trowelled to 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. |
| 48 | Rendering 15 mm thick in cement mortar 1:6, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 49 | Rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces mixed with water proofing compound on top layer, trowelled to 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. |
| 50 | Supply only liquid water proofing comound ISI Marked complete all as specified and directed. |
| 51 | 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. |
| 52 | Preparation of new plastered surfaces and applying two coats of weather proof exterior emulsion paint(Ist quality) Apex over a coat of primer of damp shealth as per manufacturers instructions etc including properly filling the cracks with putty,applied by approved applicator complete all as specified and directed by Engineer-in-Charge. |
| 53 | Preparation of new plastered surfaces of wall and applying two coats of Premium interior Acrylic emulsion on walls over and including a coat of alkali resistant primer and 1 mm wall care puty including preparation of surface complete all as specified and directed. |
| 54 | Preparation of new plastered surfaces of ceiling and applying three coats of white washing complete all as specified and directed. |
| 55 | Preparation of new or previously untreated steel and 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. |
| 56 | Preparation of new or previously untreated wooden surface of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over one coat of pink primer complete all as specified and directed by Engineer-in-Charge. |
| 57 | Powder coated aluminium (minimum thickness of powder coating 50 micron) work for frame of 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. |
| 58 | 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 |
| 59 | Factory made box type steel windows with pressed steel frame min 1.25 thick complete including mild steel acessories like lugs, door stopper, holdfasts, pintol hinges, handles( minimum One for each shutter), and ISI marked tower bolt 150mm size (minimum 2 for each shutter) etc. with glazing bars and without glazing bars (Double shutter ) dovetailed or welded with one shop coat of zinc chromate primer, complete all as shown on drawing No. TD-276(R), Sheet No 1/4 to 2/4, 3/4, 4R/4 and as specified and directed by Engineer-in-Charge.Note: (i) Fabrication as per TD-276 (R) SH 1/4 to 2/4, 3/4, 4 (R) /4(ii)Mode of measurement Unit will be for the complete window except Glass/ Gauge but incl fittings, ISI marked iron mongery complete as per TD. (iii) The PCC back filling in chowkhat of window, Grills,Sheet glass and wire gauge will be measured and paid separately against respective items. |
| 60 | Factory made box type steel ventilator with glazed shutter or glazed with glazing bars or flat iron 12 X 3 mm dovetailed or welded for fixing wire mesh/glass and painting woth two coat of stnthetic enamel paint over one shop coat of zinc chromate primer, including holdfast & cutting holes for holdfast and making good to distubed area during remoing and fixing of window with cement mortar 1:4 in cills and ham area 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 |
| 61 | 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 fixing only 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. |
| 62 | 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. |
| 63 | Solid PVC door frames coloured texture of size 50mm x 47 mm made out of 5mm wood grain printed 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. |
| 64 | Factory Made Solid PVC Moulded Door Shutter coloured texture, 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 complete all as specified and directed by Engineer-in-Charge. |
| 65 | Supply and fixing of stainless steel butt hinges 100 mm long medium weight with stainless steel screws complete ,all as specified and as directed by Engr-in-charge. |
| 66 | 100 mm long,stainless steel sliding tower bolt with haspe staple (bolt type ) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified & directed by Engineer in Charge. |
| 67 | 300 mm long,Aluminium Powder Coated, sliding door bolt with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified & directed by Engineer in Charge. |
| 68 | 150 mm long extruded Aluminium Powder coated, fabricated type,anodised handle complete all as specified and directed by Engineer-in-Charge. |
| 69 | 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. |
| 70 | 100 mm long Aluminium handles, fancy type,cast type,anodised complete all as specified and directed by Engineer-in-Charge. |
| 71 | 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 |
| 72 | Mild Steel Framed work as in guard bars/grills, gratings, etc.. with ends of bars shouldered/welded and/or riveted, or forged into spikes; framed guard bars/grills conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge. |
| 73 | Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm fixed with stainless steel wire staples complete all as specified and directed by Engineer-in-Charge. |
| 74 | Sheet glass 4.0 mm thick, ordinary quality and glazing with silicon sealant & spring glazing clips using Silicon for fixing of glass in addition to glazing putty, in squares not exceeding 0.5 Sq. mtr in each pane, complete all as specified and directed by Engineer-in-Charge. |
| 75 | 5.00 mm thick tinted glass type with 5 micron thick black film with silicon sealant 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. |
| 76 | 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. Please Enable Macros to View BoQ information |
| 77 | 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. Please Enable Macros to View BoQ information |
