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| 1 | Schedule \"A\" Part-I (B/R itmes)Surface excavation (not exceeding 30cm deep)and averaging 15 cm deep, getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | M & L PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | M&Lbrick work with sub class \"B\" old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 5 | M&Lbrick work with sub class \"B\" old size bricks straight or curved on plan anyradius in half brick thick wall built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer-in-Charge. |
| 7 | Removing surplus excavated materialto a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge. |
| 8 | M & L reinforced cement concrete M-25 (Design mix)using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | M&L reinforced cement concreteM-25 (design Mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | M & L RCC M-25 (design mix) using 20mm graded crushed stone aggregates 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 as directed by the Engineer-in-Charge. |
| 11 | M&L reinforced cement concreteM-25 (Design Mix) using 20mm graded crushed stone aggregate as inpillars, posts,struts, piers, columns and stanchionscomplete all as specified and as directed by the Engineer-in-Charge. |
| 12 | M&L formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished surfaces of concretecomplete all as specified and as directed by the Engineer-in-Charge. |
| 13 | Formwork to sides of pillars, posts,struts, piers, columns and stanchions flat rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | M & L formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide, for roughed finished surface of concrete complete all as specified and as directed by the Engineer-in-Charge |
| 15 | M & L formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | Formwork to soffits ofsuspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 CM thick (horizontal or sloping) flat for rough finished surfaces of concrete , complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | M<MT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | M<MTsteel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | Material and labour rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:4 andfinishedeven and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 20 | Material and labour rendering 10 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:6 andfinishedeven and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 21 | M&L rendering 05 mm thick on any faces of brick work or concrete ceiling surfaces in cement mortar 1:3 andfinishedeven and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 22 | M&L broken stone hardcoreof gauge notexc. 63mm, deposited , spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge. |
| 23 | M & L75 mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | M & L providing 75 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternatebays (not exc 2 Sqm each )and finished even and smooth without using extra cement and providing jointsthroughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge. |
| 25 | M&LNon-skid ceramic coloured tiles joint free 1st quality(square/rectengular) 7 to 8 mm thick, area of each tile exc 0.11 sqm but not exc 0.18 sqm as in floor, set and jointed in neat cement slurry and pointed in colouredcement to match the surface over and including screed bed 15 mm thick in cement mortar 1:6complete all as specified and as directed by the Engineer-in-Charge. |
| 26 | Material and labour glazed ceramic coloured tiles joint free 1st quality in vertical surfaces/ skirtings/dados of size 450x300x7mm thick/300 x 600 x 7 mm thickor nearest size as required , set and jointed in neat cement slurry and pointed in white or colouredcement mixed with pigmentto match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | M & L preparation of new plastered/ unplastered surfaces ofwalland applying applying two coats of cement based paint complete all as specified and as directed by the Engineer-in-Charge. |
| 28 | M&Lpreparation of newly plastered surfaces of wall and applying two coats of white lime washcomplete all as specified and as directed by the Engineer-in-Charge. |
| 29 | M&L preparation of new plastered/ unplastered surfaces of brick/concrete ceiling and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge. |
| 30 | M&Lrolled mild steel framed work as inchowkats of door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixingconforming to Fe-410-W (Grade E-250) quality \"A\" complete all as specified and as directed by the Engineer-in-Charge. |
| 31 | Supply and fixing factory made 2nd class hard wood 35 mm thick plain framed panelled shutter( two panel) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on boths face . The size of rail and style as per IS:1003 (Part-1) kiln seasoned and chemically pressure treated complete all as specified and as directed by the Engineer-in-Charge. |
| 32 | S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutterfabricated fromfollowing sections :-(a) ERW hollow P section frame of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leafof T – section20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf .(c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mmmade from 1.25 mm thickMS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i)Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii)Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf.iii) MS tower bolt stove enamelled150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf |
| 33 | item No. 32 (contd....)vi)Pintal hinges 12 x 75 mm- 2 Nos each leaf vii) 10mm square Guard bar @ 10 cm c/c welded to frame .(viii) Two coat of Synthetic enamel paint over one coat ofred oxide primer.(ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter ofwindow with flat iron 15 x 03 mm with steel screws .(x) 3mm thick sheet glass, ordinary quality and with oil putty in square n. exc 0.5sqm in each pane fixed in glass shutter of window.(xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed.Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit.(ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above.(iii) The window upto1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable.The window more than 1.00 metrewidth shall have two openable leaves onboth outer sidefor gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type. |
| 34 | S & F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube fixed in opening complete all as specified and as directed by the Engineer-in-Charge. |
| 35 | S & F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M. S. tubes for top & bottom rails. M. S. frame shall be covered with heat moulded plain colour PVC `C` channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M. S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing complete all as specified and as directed by the Engineer-in-Charge. |
| 36 | S&F box type using ERW hollow \"P\" sectionof size 60 x 25mmmade from 1.25mm thick MSsheet ventilators fixed type with glazing barincluding MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge. |
| 37 | M & Lfigured glass, pin head type4.00mm thickand glazing with oil putty in square n exc 0.5 sqm in each panecomplete all as specified and as directed by the Engineer-in-Charge |
| 38 | Supply and fixing 250mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge. |
| 39 | S&F 150 mm long aluminium handle casttype anodisedcomplete all as specified and as directed by the Engineer-in-Charge. |
| 40 | S & Fstainless steel butt hinges 100mm longmedium weight complete all as specified and as directed by the Engineer-in-Charge. |
| 41 | S&F 150 mm long aluminium anodised barrel tower boltsof extruded section and fixed complete all as specified and asdirected by the Engineer-in-Charge. |
| 42 | S & FPVC connections 15 mm sizewith PTMT nuts of length 450 mmcomplete all as specified and as directed by the Engineer-in-Charge. |
| 43 | S & Fvitreous china wash hand basin white, flat back of size 550mmx400mm fixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling and 32 mm dia PVC waste pipe including fixing ofwaste fitting etccomplete all as specified and as directed by the Engineer-in-Charge. |
| 44 | S & Ffancy type pillar tap of 15mm bore, cast copper alloy, with capstan heads, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed by the Engineer-in-Charge. |
| 45 | M & L 100mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cementcomplete all as specified and as directed by the Engineer-in-Charge. |
| 46 | M & L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge. |
| 47 | M & L galvanised iron tubing 20 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge. |
| 48 | S & F 15mm bore cast copper alloy chromium plated angular stop valves with capstan head , screwed down, high pressure, scrwed both ends for iron pipe or for unionscomplete all as specified and as directed by the Engineer-in-Charge. |
| 49 | S & F 15mm bore cast copper alloy fancy type chromium plated stop valves with long shank and cup (concealed type), screwed down, high pressure with capstan head, scrwed both ends for iron pipe or for unionscomplete all as specified and as directed by the Engineer-in-Charge. |
| 50 | S&F brass chromium plated shower rose 125mm size swivel type with arm of standard size as per site complete all as specified and as direced by the Engineer-in-charge. |
| 51 | S & F 20 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for ironpipe complete all as specified and as directed by the Engineer-in-Charge. |
| 52 | Supply and fixingwater storage tank, 1000 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm bore,high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore complete all as specified and as directed by the Engineer-in-Charge. |
| 53 | S & F10 ltr PVC valveless syphonic action type flushing cistern with brackets, flush pipe etc complete including inlet ball valve float and handle including brackets, of approved make including all connections & flush pipes for WC complete all as specified and as directed by the Engineer-in-Charge. |
| 54 | S&F bib taps 15mm bore fancy type brass chromium plated with long body,wall flanges and capstan head,screwed down,screwed for iron pipe or for brass ferrule and fixed complete all as specified and as directed by the Engineer-in-Charge. |
| 55 | Supply and fixing vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including plastic water closet seat white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges device and brass chromium plated Jet spray with PVC pipe and complete accessoriescomplete all as specified and as directed by the Engineer-in-Charge. |
| 56 | S & F vitreous china squatting pan, Orissa pattern, of size 580 mm x 440 mm white with integral foot rest, PVC (SWR) \"P\" or \"S\" trap having pressure rating 6 Kg per sqcmcomplete including provn of cement concrete bedding and connection to trap, outgoing flushing pipe, anti syphonage pipe complete all as specified and as directed by the Engineer-in-Charge. |
| 57 | Supply and fixing vitreous china urinal, full stall type white (excluding flushing cistern, flush pipe)but including brass chromium plated spreader, PVC waste pipe , providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement,grating and union for discharge pipe. (exclusive of fixing supply pipe to flushing cistern, trap and waste pipe)complete all as specified and as directed by the Engineer-in-Charge. |
| 58 | S & F vitreous china urinal partition white ofsize 310 x 700mmwith and including 60mm long brass screws complete all as specified and as directed by the Engineer-in-Charge. |
| 59 | S & F 600mmx450mm bevelled edge mirror 5mm thick of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washerscomplete all as specified and as directed by the Engineer-in-Charge. |
| 60 | S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floorcomplete all as specified and as directed by the Engineer-in-Charge. |
| 61 | S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor or fixed to wall complete all as specified and as directed by the Engineer-in-Charge. |
| 62 | S & F 75mm bore PVC (SWR) bends of any radius complete all as specified and as directed by the Engineer-in-Charge. |
| 63 | S & F 110mm bore PVC (SWR) bends of any radius complete all as specified and as directed by the Engineer-in-Charge. |
| 64 | Supply and fixing 75 mm bore PVC (SWR), vent cowls including jointing with solvent cement, complete all as specified and as directed. |
| 65 | S&F 110mm bore PVC (SWR) juction single (Single T) equal are unequal with acces door complete all as specified and as directed by the Engineer-in-Charge. |
| 66 | S&F 75mm bore PVC (SWR) juction single (Single T) equal are unequal with acces door complete all as specified and as directed by the Engineer-in-Charge. |
| 67 | S & F 110mm bore PVC (SWR)reducer complete all as specified and as directed by the Engineer-in-Charge. |
| 68 | Excavationover areasnot exceeding1.5 metre deep, getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 69 | Excavationover areas exceeding1.5 m but not exceeding 3.0m deep , getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 70 | Excavationover areas exceeding 3 m but not exceeding 4.5m deep, getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 71 | Excavationover areas exceeding 4.5 m but not exceeding 6m deep, getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 72 | M & L brick work with sub class ‘B’ bricks in one brick thick honey combwalling, built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 73 | M&Lbrick work with sub class \"B\" old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 74 | M & L loose filling with brick bats aggregates of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and as directed by the Engineer-in-Charge. |
| 75 | S & F cast iron work grade FG 150, unmachined, in brackets, gully traps,gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles exceeding 5 Kg each complete all as specified and as directed by the Engineer-in-Charge. |
| 76 | S & F 150mm bore PVC (SWR) bends, tapers bends, any radiuscomplete all as specified and as directed by the Engineer-in-Charge. |
| 77 | Cutting into existing manholes for connecting new drains, and 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-1 (using 20mm size crushed stone aggregate) smooth finished and reforming benching as required of pipe 150 mm dia, complete all as specified and directed. |
| 78 | M & Lconcrete bed to drain pipes of 150mm bore, including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate complete all as specified and as directed by the Engineer-in-Charge |
| 79 | M&L150 mm dia (internal dia) RCC hume pipe class NP-2 laid and jointed complete with collars complete laid in trenches as spd and directed. |
| 80 | M & L providing cement concrete 1:2:4 Type B1 using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge. |
| 81 | M & LprovidingPCC precast 1:2:4 type B1 using 20mm gradedcrushed stone aggregate as in landings, precast cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weathering, throating etc and setting CM 1:4 complete with joints to match, complete all as specified and as directed by the Engineer-in-Charge. |
| 82 | Material and labour for plain cement concrete 1:2:4, type B-1 (using 20mm graded mechanically crushed stone aggregate), as in surface channels and drains complete all as specified and as directed by the Engineer-in-Charge. |
| 83 | Material and labour extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and as directed by the Engineer-in-Charge. |
| 84 | M&L machine pressed rubber moulded coloured precast concrete interlocking paver block, any shape and sizeconforming to IS 15658-2006,ISI marked of 60 mm thickness, grade M-35 with grey cement andpigments over and including a layer of sand cushioning, 25 mm thickcomplete all as specified and as directed by the Engineer-in-Charge. |
| 85 | M & L75 mm thick PCC 1:2:4 Type B-2 using 40mm graded crushed stone aggregate as in floor etc and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 86 | M & Lmild 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,walk ways, railingsconforming to Fe.290.Gde-E-165 complete all as specified and as directed by the Engineer-in-Charge. |
| 87 | S & F mild steel, plain, black sheet1.25mm thick in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed by the Engineer-in-Charge. |
| 88 | Cutting holes of superficial area exceeding 150Sqcm but not exceeding 400 sqcminto or through brick walls built in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required complete all as specified and as directed by the Engineer-in-Charge. |
| 89 | M&Lpreparation of new steelsurfacesof any description, not otherwise described, over10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge. |
| 90 | M & L100 mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 91 | M & L100 mm thick PCC 1:2:4, type B-2 as insub base floor (using 40mm gradedcrushed stone aggregate), finished even & fair without using extra cement complete all as specified and as directed by the Engr-in-charge. |
| 92 | M&Lbrick work with sub class \"B\" old size bricks in curved work on plannot exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 93 | M & L firebrick work in linings to fire places, flues, in chimney shafts, set, jointed and pointed in fireclay complete all as specified and as directed by the Engineer-in-Charge. |
| 94 | M & L flush pointing to brick walls in cement mortar 1:3 complete all as specified and as directed by the Engineer-in-Charge. |
| 95 | M&L450 mm dia (internal dia) RCC hume pipe class NP-2 laid and jointed complete with collars complete laid in trenches as spd complete all as specified and as directed by the Engineer-in-Charge. |
| 96 | M & Lconcrete bed to drain pipes of 450mm bore, including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type B-2 using 40mm graded crushed stone aggregate complete all as specified and as directed by the Engineer-in-Charge |
| 97 | Schedule \"A\" Part-II (E/M itmes)Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall /ceiling and incuding provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductorgreen colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly(boxesshall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer bothinternally and externally) including provision of new covered plate over sunken box for housing themodular switches , modular socket outlets,modularfan regulators etc.for one light/fan/exhaust fan point controlledby one way switch,complete all as specified and as directedby Engineer-in-Charge. Note :-a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid forseparately . |
| 98 | Description same allas per item No. 97 but for One 3 pin 5 Amps socket outlet controlled by one switch on same board,complete all as specified and as directedby Engineer-in-Charge. |
| 99 | Description same all as per item No.97but for One 3 pin, 5 Amps, socket outlet controlled by one switch on independent board,complete all as specified and as directedby Engineer-in-Charge. |
| 100 | Supply and fix modular switch 1 module, single pole, one way 6 Amps flush type, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 101 | Supply& fixmodular socket outlet2/3 pin combined,6 Amp, one way, two module, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 102 | Supply and fix ceiling rose surface type 2/3 terminalpolycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge. |
| 103 | Supply and fixing lamp holder, PVC/polycarbonate type with back plate suitable for batten fittings, complete all as specified and as directedby Engineer-in-Charge. |
| 104 | S&F LED lamp 9 wattthreaded/pin end, warm/cool lamp type as per site requirement suitable for fixing onbatten/angular holderscomplete complete all as specified and as directed by the Engineer-in-Charge. |
| 105 | Supply and fixing indoor decorative surface mountingLED tube light fitting battentype18/20 watt withelectronic driver, opal diffuser, high efficient aluminiumhousing body suitable for LED tube,AC 220-240 volts, 50 Hz and including 18/20 Watt LED tube rod luminaries environment friendly, high efficient, T8 with aluminium extrusion heat sinkconnecting with copper conductor flexible cablefrom ceiling rose to connector of the light complete all as specified and as directedby Engineer-in-Charge. |
| 106 | Supply and fixingLED surface mounted bulk head luminaries 8-10 watt with min 800 lumen, industrial model, IP 65, auminum housing, surge protection including driver & LED lampetc complete with all accessories, connecting with copper conductor flexible cablefrom ceiling rose to connector of the light complete all as specified and as directed by the Engineer-in-Charge. |
| 107 | S&FLED Bldg Security Light Fittings of capacity 35 watt made up of die castaluminiumhousing with black epoxy powder coating with cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including electronic driver, service bracket of MS pipe 25 mm bore medium grade of length 0.90 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to MS pipe as required at site and two coats ofsynthetic enamel paintoverone coat of red oxide primer on mild steel work and making electrical connection, complete all as specified and as directed by the Engineer-in-Charge. |
| 108 | Supply and fixing LED batten fitting 10-12 watt, 2 feet, aluminium housing and electronic driver including tube rod 10/12 watt cool/warm typeindustrial model complete,connecting with copper conductor flexible cablefrom ceiling rose to connector of the light complete all as specified and as directed by the Engineer-in-Charge. |
| 109 | Supply and fix MCB SPN, 32 Amps, 240 volt,10 KA ,\"C\" curve complete all as specified and as directed by the Engineer-in-Charge. |
| 110 | Supply and fix MCB SP, 6-40 Amps, 240 volt,10 KA ,\"C\" curve complete all as specified and as directed by the Engineer-in-Charge. |
| 111 | Supply and fix sheet metal MCB DB SPN 6 way with 200 Amps rated bus bar single pole and neutral withdouble door IP-54 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection, including making smooth the disturbed surfaces complete all as specified and as directed by the Engr-in-charge. |
| 112 | Supply and fixing of heavy duty exhaust fan 300mm sweep with corrosion resistant metallic body, minimum noise, operation and maintenance free design, totally enclosed, highly efficient, heavy duty motor with pressure die cast aluminium rotor mounted on two ball bearings, aerodynamically contoured blades, metallic base framewith rubbermountings for silent operation, maximum watt input not more than 410 watt, 1320 RPM,metal blades and shutter type louvers self-openable/ closeble for protecting the entrance of birds as per IS :2132-1967 and testing complete all as specified and as directedby Engineer-in-Charge. |
| 113 | Material & labourfor earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earthwire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron.Earth wire protected by GI pipe 15mm bore(medium grade) and connected to earthing test pointas directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/cboth ways with one handle for liftingmade out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing complete all as directed by Engineer-in-Charge and earth testing on completion . |
| 114 | Supply and laying XLPE insulated, armoured heavy duty electric cable 16 sqmmcross sectional area, 2 corewith aluminium conductor, 1100 volts gradecomplete all as specified and as directedby Engineer-in-Charge. |
| 115 | Supply and laying XLPE insulated, armoured heavy duty electric cable 10 sqmmcross sectional area, 2 corewith aluminium conductor, 1100 volts gradecomplete all as specified and as directedby Engineer-in-Charge. |
| 116 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for laying of cables, GI pipes and getting out in soft/ loose soil complete all as specified and as directedby Engineer-in-Charge. |
| 117 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directedby Engineer-in-Charge. |
| 118 | Removing excavated materialto a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directedby Engineer-in-Charge. |
| 119 | Supply and laying well burnt brick class-B laid flat to cover the cable with width equal to the length of cable and abutting each other for protection of cablecomplete all as specified and as directedby Engineer-in-Charge. |
| 120 | M&L drysand cushoning to cable i.e 8 cm before laying cable in trenches and 15 cm after laying the cable and compactingcomplete all as specified and as directedby Engineer-in-Charge. Note: punned thickness shall be measured for payment. |
| 121 | M & L galvanised iron tubing 40 mm bore light grade with all fittings andlaid in trenches or in floor or fixed to walls for protection of cable complete all as specified and as directed by the Engineer-in-Charge. |
| 122 | M & L galvanised iron tubing 20 mm bore medium grade with all fittings andlaid in trenchescomplete all as specified and as directed by the Engineer-in-Charge. |
| 123 | S & F 15mm bore cast copper alloy chromium plated stop valves with capstan head , screwed down, high pressure, scrwed both ends for iron pipe or for unionscomplete all as specified and as directed by the Engineer-in-Charge. |
| 124 | M & L cutting existing pipe line in position of 80/50/40mm bore for taking connection, inserting and including new GITee of suitable size complete all as specified and as directed by the Engineer-in-Charge. |
