SPl repair and certain LBW and Rev Works

Amount

Surface dressing not exceeding 15cm deep in soft/ loose soil including cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and dressing and removing from site all grass, roots and extra soil if any complete all as specified and as directed by Engineer-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil including cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and dressing complete all as specified and as directed by Engineer-in-charge.

Excavation in post holes in soft/loose soil n. exc 0.50 cum each, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25 cm including removing of surplus spoil to a distance n exc 50 mtr and making good the disturbed surfaces all as specified and directed by Engineer-in-Charge.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.

Returning and filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Labour for earth filling under floor/plinth, around soakwell, removing, spreading, levelling in layers n exc. 25 cm thick (each layer) consolidating the surface with Durmat/hand roller, rolling to required gradient and camber and upto entire satisfaction of Engineer-in-charge including levelling, well ramming including watering as required and consolidation complete all as specified and directed by Engineer-in-Charge. Note :- Extra Earth obtain form excavation shall be re-used.

Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from the site to a distance not exceeding 100 metre and deposited as directed complete all as directed by Engr-in-Charge

Material and labour for hard core of broken bricks of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Material and labour for 75 mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection/path etc. finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC (1:3:6), type C-1 using 20 mm graded stone aggregate as in foundation filling, bed block, for embedded fencing posts, coping/packing around chequered tiles/interlocking tiles/PCC jalli & similar work etc complete all as specified and as directed by Engineer-in-charge.

Material and labour for 75mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base of floor, under paving, plinth protection, under interlocking tiles etc over rammed earth/hard core complete all as specified and as directed by Engineer-in-charge.

Material and labour for 100mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base of floor, under paving, plinth protection, under interlocking tiles etc over rammed earth/hard core complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

Material and labour for 50 mm thick PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in flooring, hard standing, plinth protection/path etc. finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in foundation filling and mass concrete, bed block, for embedded posts & similar work etc complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC (1:2:4), type B-1 using 20mm graded stone aggregate as in coping on retaining wall, rounded or chamfered on edges, & similar work etc including form work complete all as specified and as directed by Engineer-in-charge.

Material and labour for 100mm thick cement concrete ( 1:2:4), type B-0 using 12.5 mm graded stone aggregate as in floor of SWT including mixing fibre 12mm recron 3s @ 900gms/cum of cement concrete, surface finished even & smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. NOTE : (i) Recron 3s shall be measured & paid separately as Supply only

Supply and fixing 60 mm thick (M35 grade) precast interlocking tile/paving block factory casted (made by using PVC paver mould / Rubber paver moulds on Vibrating Table Machine) using grey cement and pigment, prepolished & preglazed, shape haxagon / trigular / zigzag / I-shaped etc, as directed, prepolished & preglazed, specification as per relevant IS, having compressive strength not less than 350 Kg/ Sqcm, laid over sand upto required thick layer and filling the interstices etc complete all as specified and as directed by the Engineer-in-Charge. Note : - (i) Sand for filling shall be measured & paid separately as Supply only but labour for spreding leveling shall be included in the unit rate of this item)

Supply only fine sand without silt (Fazilka/Zera or any other approved sources) for filling under interlocking tiles and the interstices etc and under floor complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for 40 mm thick damp proof course in cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate) to horizontal or vertical surfaces including necessary form work and using water proofing compound complete all as specified and as directed by Engineer-in- charge. (Note :- Water proofing compound shall be measured & paid separately as Supply only)

Material and labour for antitermite treatment, treating the bottom and sides of excavation at the rate of 5.0 Litres of emulsion per square metre of surface area complete all as specified & directed by Engineer-in- charge.

Material and labour for antitermite treatment, treating the backfill in contact with foundation at the rate of 7.5 Litres of emulsion per square metre of vertical surface (area of substructure in contact with backfill to be measured) complete all as specified & directed by Engineer-in- charge.

Material and labour for antitermite treatment, treating the top surface of filled earth at the rate of 5.0 Litres of emulsion per square metre complete all as specified & directed by Engineer-in- charge.

Material and labour for antitermite treatment, treating the soil under plinth protection at the rate of 5.0 Litres of emulsion per square metre complete all as specified & directed by Engineer-in- charge.

Material and labour for antitermite treatment, treating the soil along with external perimeter of building at the rate of 2.25 Litres of emulsion per square metre complete all as specified & directed by Engineer-in- charge.

Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to better rough finished flat complete all as specified & directed by Engineer-in- charge.

Form work to sides of pillars , posts, struts piers, columns and stanchions and similar works rough finished complete all as specified & directed by Engineer-in- charge.

Form work to sides and soffits of floor or roof beams, beam haunchings , lintels, cantilevers, shelves including supports, overhangs, sides of chajjas etc and similar works rough finished flat surfaces complete all as specified & directed by Engineer-in- charge.

Form work to soffits of suspended slabs such as roof slabs, floor slabs, shelf slab, landings and similar work not exceeding 200mm thick (horizontal or sloping) rough finished complete all as specified and as directed by Engineer-in- charge.

Form work to chullah hoods, chajjas, trough and similar items including edges rough finished complete all as specified & directed by Engineer-in- charge.

Form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 5cm but not exceeding 10cm wide, rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20 mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases of columns etc. complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in chajjas supported with walls, beams and columns and the like complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in beams, cantilevers, bressummers., lintels upto 1.5 mtr span complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose)

Material and labour for Cutting holes in brick walls built in cement mortar for inserting hold fasts, not exceeding half brick and making good dismantled portion and filling in block of hold fast in cement mortar (1:3) or PCC (1:2:4) type B-1, Depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall complete all as specified and as directed by Engineer-in-charge.

Supply and fixing Welded steel wire fabric not exceeding 4 kg per sqm, fixed complete to steel members complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for mild steel framed work as in grills, framed guard bars, walkways, railing, gratings etc. and similar works using MS FI, angle, tee or other section, MS hollow pipes, sq bars with web and flange cut to shape, drilled and countersunk for screw, bending and welding, gusset plates, rails, braces, riveting, ends of bars shouldered and/ or rivetted or forged into spikes; also fastening fixing, hold fast, including welding work with material for welding (including welding work for new work and for jointing to new with existing steel grill) complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc.; Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or rivetting etc. and similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge. Note:- (i) Flat iron for securing wire mesh is to measured in this item. (ii) Machine made screw nut bolt shall be measured and paid seperately under appropriate item of this Schedule as supply only but labour for fixing shall be included in this item.

Supply only mild steel screw bolts (machine made) 5mm to 10mm dia neck, length of bolt exceeding 5cm but not exceeding 10cm long, with hexagonal or square heads at one end and screwed the other, to be fitted with washers 3mm thick and one hexagonal or square nut, complete all as specified & directed by Engineer-in- charge.

Supply and fixing 10mm dia round bar as in line wire for chain link fencing cut to length, bent to shape as required including bending, cranking etc complete all as specified and directed by Engineer-in-Charge.

Supply only galvanised mild steel chain link fencing of any dia galvanised mild steel wire and any mesh (spacing) size as per site requirement as direccted by Engineer-in-charge, complete all as specified and directed by Engineer-in-Charge. Note:- The weight of chain link fencing shall be measured as per findings of BOO to be ordered and concured by Accepting Officer.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed by Engineer-in-Charge. Note:- Supply only line wire mesh and nut bolts shall be measured and paid separately under appropriate item of this schedule

Supply and fixing galvanised, 2 strand steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing and tying at crossings with and provision of galvanized mild steel wire, staple or steel pins, etc complete all as specified and directed by Engineer-in-Charge.(Each line of wire shall be measured and paid separately ).

Demolition of brickwork or stone / boulder masonry, built in cement mortar or cement lime mortar in any description including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size bricks (old serviceable bricks obtained from demolition/dismantled item shall be reused ) straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.

Supply & fixing 110mm bore PVC pipe heavy duty in any length for beep hole in retaining wall complete all as specified and as directed by Engineer-in- charge.

Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for rendering/plastering 10mm thick in cement mortar (1:3) on any face of Brick walls or concrete surfaces including mixing of liquid WPC in mortar @ 200ml per bag of cement of 50kg and mixing fibre 6mm recron 3s @ 125gms/bag of cement of 50Kg, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (Note :- Water proofing compound and recron 3s shall be measured & paid separately as Supply only)

Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces including mixing of liquid WPC in mortar @ 200ml per bag of cement of 50kg and mixing fibre 6mm recron 3s @ 125gms/bag of cement of 50Kg, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (Note :- Water proofing compound and recron 3s shall be measured & paid separately as Supply only)

Material and labour for rendering/plastering 15mm thick in cement mortar (1:6) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for rendering/plastering 5mm thick in cement mortar (1:4) on any face of ceiling, finished fair and even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Supply only liquid water proofing compound complete all as specified and as directed by the Engineer-in-Charge. Make : Dr Fixit/Fosroc/BASF/STP

Supply only recron 3s type CT 2024, 6mm/12mm complete all as specified and as directed by the Engineer-in-Charge. Make :- Reliance /Swastic /Fosroc or equivalent (Equivalency approved by GE)

Material and labour for coating of WPC pidifin 2K in two coats on plastered surface finished even & smooth. 2 component (1 part polymer & 2 part powder) shall be applied after proper mixing as per manufacturer's instructions complete all as specified and as directed by Engineer-in-charge. Make :- Dr Fixit Pidifin 2K or equivalent in Fosroc/BASF/STP as approved by GE

Demolition of floor hearth or wall tilling including cement mortar bedding but not backing including removing rubbish material from the site to a distance not exceeding 100 metre and deposited as directed complete all as directed by Engr-in-Charge

Roughening surfaces of old concrete floor by picking and prepare the surface to receive the screed for tiling, sweeping cleaning and washing down with water to remove dust etc. complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Glazed ceramic coloured tiles 7 to 8mm thick square or rectangular area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in vertical surface such as skirting, dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (rendering) in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic coloured tiles 7 to 8mm thick square or rectangular area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in floor set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic coloured tiles 7 to 8 mm thick square or rectangular area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, as in floor set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic coloured tiles 7 to 8mm thick square or rectangular (same as floor tile ), as in skirting, dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 10 mm thick bedding layer (screed) in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.

Demolition stone/marble slabs of any description or thickness as in floors/ cooking platform/steps etc. laid bedded and pointed in any mortar including removing rubbish material from the site complete all as specified and as directed by Engineer-in-charge.

Material and labour for machine cut 20 to 25 mm thick, Kota stone slab (size of slab not less than 550x550mm) as in flooring, laid over and including 20 mm thick bedding layer in cement mortar (1:4) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding and polishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by Engineer-in-Charge.

Material and labour for machine cut 20 to 25mm thick, Kota stone slab as in skirting, dado and on pillar, laid over and including 10 mm thick bedding layer in cement mortar (1:4) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding and polishing by machine, including machine cutting to make it square or rectangular complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 18-20mm thick Makrana white marble of approved quality (table rubbed and polished) as in steps, jambs, pillars, windowcills, cooking platforms and like, set and including screed bed 15mm thick in cement mortar (1:4), including pointing in white cement (1:2) using marble dust with admiture of pigment to match with shade of marble slab, including machine cutting to make it square or rectangular or as per site requirement complete all as specified and as directed by Engineer-in-Charge.

Taking down wooden shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm each and refixing in same opening after necessary easing, adjustments, minor repairs etc all as specified and as directed by Engineer-in- charge.

Taking down chowkhats or frames with shutters (without taking off shutters from the frames, wooden/PVC doors) area not exceeding 1.50 sqm each and removing from site including cutting holes for removal of old rusted hold fast complete all as specified and as directed by Engineer-in- charge.

Supply and fixing solid PVC door frame of size 50mm x 47mm made out 5mm thick plain clour PVC sheet reinforced with MS square tube including painting of edges to match with sheet, all as specified & shown in relevant drawing of item No. 8095 in MES Schedule SSR-2010 (Part-II), fixed in opening complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing factory made solid core PVC door shutter 30mm thick (stiles) consisting of frame made out of MS tubes of 19mm gauge thickness and size of 19mmx19mm for stiles and for top and bottom rails 15mmx15mm. MS frame shall have a coat of red oxide primer of approved make and shall be covered with heat moulded plain colour PVC sheet, 'C' channel of size 30x50mm forming stiles and 5mm thick wide 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 and 10mm (5x2mm) thick, 20mm thick PVC sheet to be fitted in MS frame welded/ sealed to the stiles and rails with 30mm wide x 5mm thick PVC sheet beading on either side and joined together with solvent cement adhesive and an additional 5mm thick PVC strips of 20mm width is to be stuck on interior side of C channel using PVC solvent adhesive as per manufacturer's instructions, door to be fixed to frame with and including 3 Nos MS powder coated butt hinges of size 100mm long x 25mm wide and 2mm thick and 32mm long steel screws drilled suitable to pass through both the walls of the MS tube complete all as specified in SSR-2009 (Part-I, specifications) & shown in relevant drawing of item No. 8080 in SSR-2010 (Part-II, rates). The width of stiles & rails will be in proportion to the width of the door shutter as specified in SSR-2010 (Part-II). complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing aluminium anodised barrel tower bolt of extruded section, 100mm long complete all as specified & directed by Engineer-in-charge.

Supply and fixing anodised aluminium handle cast type 100mm long complete all as specified & directed by Engineer-in-charge.

Supply & fixing, factory made steel ventilators all as per IS 1038/83, with top hung shutters including hinges, suitable steel handle, steel peg stay, fixing lugs in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) complete all as specified & as directed by Engineer-in- charge.

Supply and fixing factory made 125 x 60mm pressed steel frames, thickness of sheet 1.25mm for doors with one or more rebates including supply and fixing necessary lugs and lock strike plate, etc. , including fixing butt hinges suitable Nos as directed for each leaf, complete all as specified and as directed by Engineer-in- charge. Note : - (i) Butt hinges shall be measured and paid separately under appropriate item of BOQ as supply only.

Material and labour for PCC (1:3:6) type C-0, using 12.5 mm graded aggregated as in back filling of chowkhats and for filling in block of hold fast complete all as specified and as directed by Engineer-in-Charge

Supply & fixing factory made plain framed panelled shutters (two or three panels as approved), 35mm thick of 2nd class hard wood (Hollock) with lock rail and panel inserts of 12mm veneered particle board with commercial veneering on both faces or timber flat on both sides (feather edged). The size of rails and styles as per IS-1003 (Part-I), kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401, including 2nd class soft wood kail beading 20mm wide tapering from 10mm to 5mm on one side and also fitted to chowkhat complete all as specified and as directed by Engineer-in- charge. Note : - (i) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge. Primer shall be measured paid separately under appropriate item (painting) of BOQ.

Supply & fixing factory made glazed and skeleton shutter, 35mm thick of 2nd class hard wood (Hollock) open rebated (two or three panels as approved) and prepared to receive glass, gauge etc, without sash bars, edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass/wire cloth, etc. Sizes of members as specified in SSR Part-I, Section 8 and fitted to chowkhats, menbers shall be kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401 complete all as specified and as directed by Engineer-in- charge. Note : - (i) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge. Primer shall be measured paid separately under appropriate item of BOQ. (ii) Glazing or wire cloth shall be measured paid separately under appropriate item of BOQ.

Supply & fixing, factory made steel window confirming to IS 1038 with side hung shutters including projecting type hinges, with steel handle, steel peg stay, complete, dovetailed welded, with glazing bars including fixing of lugs in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) complete all as specified & as directed by Engineer-in- charge.

Material and labour for mild steel work conforming to Fe-290 (Gde E-165) as in grills, gratings etc. with ends of bars shouldered and/ or rivetted or forged into spikes; framed guard bars, walkways, railing, framed work of water tanks and similar works complete all as specified and as directed by Engineer-in- charge.

Supply only 125mm long powder coated mild steel butt hinges heavy weight heavy duty cold rolled complete all as specified & directed by Engineer-in-charge.

Supply & fixing galvanized mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tack or galvanised wire staples complete all as specified & directed by Engineer-in- charge.

Supply and fixing mild steel 300mm long rat tail rod pattern spring including roller and roller plate and fixing to wooden frame with screw complete all as specified and as directed by Engineer-in- charge.

Supply & fixing mild steel barrel tower bolt stove enamelled black with bright bolt 200 mm long, fixed complete all as specified & directed by Engineer-in- charge.

Supply & fixing mild steel sliding door bolts 300mm long, plate type, stove enameled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts washers, four on bolt plate and two on staple plate complete all as specified & directed by Engineer-in- charge.

Supply & fixing mild steel pressed handle of size 150mm, oval type stove enamelled black complete all as specified and as directed by Engineer-in- charge.

Supply & fixing 150mm long Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed by Engineer-in-Charge.

Supply & fixing, 3mm thick frosted eatched (one side) or figured glass pin head type in squares not exceeding 0.5sqm in each pane for steel or wooden doors/wondows including fixing material complete all as specified and as directed by Engineer-in- charge.

Supply and fixing 150mm x 150mm size salt glazed stone ware gully traps, square or round mouthed, type 'P' complete all as specified and as directed by Engineer-in- charge.

Material and labour cutting into existing manholes/septic tank for connecting new drain 100mm internal dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round to 3/4 section) in cement concrete (1:2:4) type B-1 smooth finished, and reforming benching as required complete all as specified & directed by Engineer-in-charge.

Material and labour for 150mm bore (internal dia) salt glazed stone ware (SGSW) drain pipe, grade ‘A’, laid on concrete bed to required slope in trenches, jointing with packed spun yarn and in cement and sand mortar (1:1) and tested complete all as specified and directed by Engineer-in-Charge. (Note : Concrete bed shall be measured and paid for separately)

Material and labour for cement concrete (1:4:8), type D2 using 40mm graded stone aggregate as in bed of drain pipe (SGSW) of size 150mm bore (internal) including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in- charge.

Taking up or down existing galvanised steel water tubing (GI pipe) 15mm bore including fitting/connection from wall/ceiling/floor etc. for re-fixing or removing from site/keeping aside for reuse complete all as specified and as directed by Engineer-in-charge.

Taking up or down existing galvanised steel water tubing (GI pipe) 20mm bore including fitting/connection from wall/ceiling/floor etc. for re-fixing or removing from site/keeping aside for reuse complete all as specified and as directed by Engineer-in-charge.

Re-fixing old serviceable 15mm bore galvanised steel water tubing (GI pipe) after necessary cleaning internally including all fittings like elbow, tee, union, socket, reducer etc. in new or old portion/position to walls, ceiling and laid in floor etc or concealed in walls including cutting chases in wall (as required) and making good disturbed surfaces of walls including cutting and threading of existing pipe any dia for insertaion of tee branch including hole in wall to pass the pipe out side for connection as per site requirment complete all as specified and as directed by Engineer-in- charge. (Note :- Old serviceable pipe and fittings obtained from taking up or down (here-in-before) item of this BOQ shall be reused.

Re-fixing old serviceable 20mm bore galvanised steel water tubing (GI pipe) after necessary cleaning internally including all fittings like elbow, tee, union, socket, reducer etc. in new or old portion/position to walls, ceiling and laid in floor etc or concealed in walls including cutting chases in wall (as required) and making good disturbed surfaces of walls including cutting and threading of existing pipe any dia for insertaion of tee branch including hole in wall to pass the pipe out side for connection as per site requirment complete all as specified and as directed by Engineer-in- charge. (Note :- Old serviceable pipe and fittings obtained from taking up or down (here-in-before) item of this BOQ shall be reused.

Supply and fixing galvanized steel tubing (GI pipe) medium grade 15mm bore ISI marked with all new fittings like elbow, tee, union, socket, reducer etc. and fixed complete to walls, ceiling and laid in floor or concealed in walls including cutting chases in wall (as required) and making good disturbed surfaces of walls including cutting and threading of existing pipe any dia for insertaion of tee branch including hole in wall to pass the pipe out side for connection as per site requirment complete all as specified and as directed by Engineer-in- charge.

Supply and fixing galvanized steel tubing (GI pipe) medium grade 20mm bore ISI marked with all new fittings like elbow, tee, union, socket, reducer etc. and fixed complete to walls, ceiling and laid in floor or concealed in walls including cutting chases in wall (as required) and making good disturbed surfaces of walls including cutting and threading of existing pipe any dia for insertaion of tee branch including hole in wall to pass the pipe out side for connection as per site requirment complete all as specified and as directed by Engineer-in- charge.

Supply and fixing bib tap cast copper alloy, chromium plated, fancy type with crutch or butterfly handle with capstan head, screwed down, screwed for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.

Supply and fixing gun metal, globe or gate valve (ISI marked), with iron wheel head, screwed both ends suitable for 20mm bore iron pipes complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight of gate valve shall be as given in SSR or in relevant IS.

Supply and fixing in replacement bib tap cast copper alloy, chromium plated with crutch or butterfly handle with capstan head, wall flange, screwed down, screwed for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.

Supply and fixing in replacement stop valve/angle valve cast copper alloy, fancy type, chromium plated with crutch or butterfly handle, screwed down, screwed both end for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.

Supply & fixing in replacement 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 or for brass ferrule 15mm bore complete, all as specified & directed by Engineer-in-charge. Note :- The minimum weight of tap shall be as given in SSR or in relevant IS

Supply and fixing in replacement gun metal, globe or gate valve (ISI marked), with iron wheel head, screwed both ends suitable for 20mm bore iron pipes complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight of gate valve shall be as given in SSR or in relevant IS.

Supply & fixing in replacement 450 mm long PVC connection 15mm size with PTMT nuts complete all as specified & directed by Engineer-in-charge.

Supply & fixing in repair vitreous China squatting pan 'Orissa' pattern white of size 580mmx440mm white with integral foot rests (excluding flushing cistern and flush pipe ) but including CI 'P' or 'S' trap set in and including lime concrete bed for trap and under WC, including PVC pipe (antisyphonage) upto finished floor level to connect flush pipe, including demolation and taking out old WC and making good to floor with PCC as per existing except floor tile complete all as specified and as directed by Engineer-in- charge.

Supply and fixing in replacement 10 litres capacity PVC valveless syphonic action type low level flushing cistern (white colour) with inlet, ball valve, float, handle including brackets and 32mm dia PVC flush pipe, complete all as specified and directed by Engineer-in-Charge.

Supply & fixing in replacement vitreous china urinal, half stall type, white, including providing and fixing plugs, bedding urinal against wall in cement mortar (1:2), securing urinal to plugs with and including 60mm long brass screws, 32 mm dia full threaded PTMT waste coupling and 32mm dia waste pipe and pointing around urinal back in cement mortar, including taking down old urinal with fittings complete all as specified & directed by Engineer-in-charge.

Dismantling cast iron soil waste, drain pipes, jointed in cement mortar of any description any dia from wall and taking out from trenches including all fittings and removing from the site complete all as directed by Engr-in-Charge

Material & Labour for 100 mm bore cast iron soil waste and vent pipe (spun pipe ) in any length with or without ears, laid in trenches or in floor jointing with cement mortar complete all as specified and as directed by Engineer-in- charge.

Supply and fixing 150mm x 150mm size salt glazed stone ware gully traps, square or round mouthed, type 'P' complete all as specified and as directed by Engineer-in- charge.

Supply & fixing PTMT grating round 140mm dia with or without waste hole complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight 50gm

Supply and fixing in replacement ball valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball (polythene float) complete, screwed suitable for 20mm bore iron pipe complete all specified and as directed by Engineer-in-charge. Note :- The minimum weight of ball valve shall be as given in SSR or in relevant IS.

Supply and fixing ball brass valves, high pressure, with polythene float and fly-nut complete, screwed for iron pipe or brass ferrule , suitable for 20mm bore pipe complete all specified and as directed. Note :- The minimum weight of ball valve shall be as given in SSR or in relevant IS.

Supply & fixing rotational moulded polyethylene water storage tank white colour of capacity 1000 litres (cylindrical vertical triple layered with closed top), hoisted and fixed in position including out let connection complete all as specified and as directed by Engineer-in-charge.

Supply and fixing 0.63mm thick plain Galvanised mild steel sheeting, fixed with welding joints complete all as specified and as directed by Engineer-in-charge.

Supply and fixing/laying GI tubing, medium grade, 40 mm bore as in spout in garbage bin complete all as specified and as directed by Engineer-in-Charge.

Material and labour for mild steel framed work as in door or gates of angle, tee or other section with web and flange cut to shape, drilled and countersunk for screw, bending and welding, gusset plates, rails, braces, riveting etc, drilled for fixing of steel sheeting or other covering, to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fitting and hanging, also fastening fixing, hold fast, locking arrangement, wheel, wheel track, sliding door bolt complete conforming to Fe 410-W(Gde-E- 250) quality-A complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing Pre- painted galvalume aluminum 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, L- type or J -type hooks or cranked bolts and bitumen washer or fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge.

Material and labour for mild steel rolled sections framed work, framed/truss work for fixing GI sheets (design for framing as directed by Engineer-in-charge) and using angle, tee or other section with web and flange cut to shape, drilled and counter sunk for screw, as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates, gusset plates, brackets, bending and welding, riveting etc, conforming to Gde Fe-410-W (Gde E-250 quality A) complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for mild steel work tubular trusses, poles/post including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to latest relevant IS grade St-240 complete all as specified & directed by Engineer-in- charge.

Material and labour for cleaning surface of roof, including flashing and junction of parapets etc. by wire brushing, removing all dust and preparing to receive rendering, after that applying 10mm thick screed /rendering in cement mortar (1:3) including mixing of liquid WPC in mortar @ 200ml per bag of cement of 50kg, on existing concrete surfaces of roof and finished even and smooth without using extra cement (prepare smooth surface and proper sloping) complete all as specified and as directed by the Engineer-in-Charge. (Note :- Liquid Water proofing compound shall be measured & paid separately as Supply only)

Material and labour for applying one coat of solvent based bitumen primer on cleaned & leveled screed/plastered surface of roof at the rate of 400 ml per sqm complete all as specified and as directed by Engineer-in-charge.

Supply and fixing minimum 3 mm thick APP based polymeric waterproofing membrane (minimum weighing 3kg/Sqm), reinforced with polyster non woven fabric (wt. not less than 150 gms/sqm), laid on primed surface by forced application, torching with overlaps as recommended by the manufaturer complete all as specified and as directed by Engineer-in-charge. NOTE:- (i) The work to be carried out by authorised applicators of material manufacture. Name of applicator shall be approved by GE on recommendation of AGE

Material and labour for applying aluminium paint over APP based polymeric waterproofing membrane at the rate of 125 ml per sqm on roof complete all as specified and as directed by Engineer-in-charge.

Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down or by sand papering or by any other mean and after preparing the surfaces applying two coats of white wash complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparing newly plastered or concrete surface of ceiling by sand papering or by any other mean and after preparing the surfaces applying two coats of white wash complete all as specified & directed by Engineer-in- charge

Material and labour for preparing newly plastered or concrete surface of ceiling by sand papering or by any other mean and after preparing the surfaces applying three coats of white wash complete all as specified & directed by Engineer-in- charge

Material and labour for preparation of new plastered or pointed surface of walls/pillars/cornices by brooming down or by sand papering or by any other mean and preparing the surfaces smooth by applying Chalk whiting priming coat, preparatory to distempering and after preparing the surfaces applying two coats of oil emulsion distemper (washable), as approved tint/colour by using paint roller brush complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour by using paint brush complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparation of new plastered surface of walls/pillars/cornices by brooming down with using broom/sand papering or by any other mean and preparing the surface smooth, applying one coat of chalk whitening as priming coat and after that applying two coats of weather proof exterior emulsion paint (Apex paint/wheather coat, 100% exterier grade), as per existing or as approved tint/colour complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge.

Material and labour for preparation of new steel and iron surfaces of any description, not exceeding 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge.

Material and labour for Preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified & directed by Engineer-in- charge.

Taking down carefully copper/aluminum point wiring (light, fan, socket or power point) complete including fittings such as hylum sheet, switches, ceiling rose, pendent holder, sockets, regulator including rusted/broken concealed conduit, junction and sunken boxes etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for concealed Point wiring complete with 1.5 Sqmm (nominal cross section area) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC rigid conduit 20mm dia (heavy duty) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction box, Pressed steel powder coated sunken box of suitable size (Min 60mm deep, made from 1.6mm thick sheet), 3mm thick bakelite plastic laminated hylem sheet for mounting of switches and socket, fan regulator, wiring for light /fan/ bell point controlled by one switch (on indipendent board) including frame for covering the switches/socket/regulator, including provn of 1.5 Sqmm FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) to matching with existing surfaces complete all as specified and as directed by Engineer-in-charge. (switches, sockets, fan regulator etc. shall be measured and paid separately under appropriate item of BOQ).

All as per above Srl item No. 142 but for one socket out let 5/6 Amps point controlled by one switch (on same board) complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).

All as per above Srl item No. 142 but for one socket out let 5/6 Amps point controlled by one switch (on indipendent board and not below the any other switch board) complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).

Material and labour for concealed Point wiring complete with 2.5 Sqmm (nominal cross section area) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC rigid conduit 20mm dia (heavy duty) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction box, Pressed steel powder coated sunken box of suitable size (Min 60mm deep, made from 1.6mm thick sheet), 3mm thick bakelite plastic laminated hylem sheet for mounting of switches and socket, wiring for one socket out let 15/16 Amps point controlled by one switch (on indipendent board) including frame for covering the switches/socket, including provn of 2.5 Sqmm FRLSH PVC insulated solid copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) to matching with existing surfaces complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).

Supply and fixing switch piano flush type (ISI marked), 5/6Amps, single pole, one way fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).

Supply and fixing Socket outlet multipurpose type (ISI marked), 2 in 1, 3/5 pin 5/6 Amp, flush type fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).

Supply and fixing switch piano flush type (ISI marked), 15/16Amps, single pole, one way complete all as specified and as directed by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).

Supply and fixing Socket outlet multipurpose type (ISI marked), 2 in 1, 3/5 pin 15/16 Amp, flush type fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).

Supply and fixing ceiling rose (ISI marked) surface type polycarbonate isolated body two to three terminal, topline series 20x50mm, 6 Amp, 250 volts, complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing batten holder (ISI marked) polycarbonate cased body (B22 base), top line series, with back plate, 5/6Amps, 250 volts complete all as specified and directed by Engineer-in-Charge.

Supply and fixing stepped type (1-4), electronic Fan regulator (two module), 100 watt, 250 volts, fixed on laminated sheet suitable for ceiling fan complete all as specified by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).

Supply and fixing (concealed in wall or as directed) factory made DB (made out of CRCA sheet) SPN, 08 Way (08 modules) 230/240V, double door, earth bar, copper bus bar and neutral link, protection class IP-43 suitable for mounting MCB/Isolator, conforming to IS-8623, BS-5484 dust and vermin proof and including making good disturbed surfaces of walls as necessaty complete all as specified and directed by Engineer-in-charge. Note :- MCB’s shall be measured and paid separately under appropriate item of BOQ.

Supply and fixing MCB ‘C’ curve suitable for 230 volts AC supply, 40 to 63 Amps, SPN with over load and short circuit protection and rupturing capacity not less than 10 KA, complete all as specified and as directed by Engineer-in-charge.

Supply and fixing MCB ‘C’ curve suitable for 240 volts AC supply, 06 to 32 Amps, SP with over load and short circuit protection and rupturing capacity not less than 10 KA, complete all as specified and as directed by Engineer-in-charge.

Taking down old unserviceable tube light fitting, mirror light fitting and Wall Mount Bracket Light fixture any type and capacity complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing wall mounted LED Batten T-8 Retro LED 18/20 watt (100 lumens per watt), appx 4 feet long, pre wired including LED tube light with in built driver, not less than 6000K, complete fitting and all other accessories fitting arrangements including electric connection complete all as specified and as directed by Engineer-in-Charge. Make - Cat part No BLRB 18W CWc and BLRB-DB 118 of Bajaj / LT8-20-865-2 and DMLN1LT8-16 of Crompton / PHOTONULTRA 1213T8SSTL18WLED865SPC and REGALBATTENT 8UPTO1X22WSSBSWH of Havells

Supply and fixing LED light fiting 9/10 watt (100 lumens per watt), appx 2 feet long with in built driver, complete fitting ready to use in all respect with tube rod and all other accessories fitting arrangements including electric connection complete all as specified and as directed by Engineer-in-Charge. Make - Cat part No BCLSB 10WH of Bajaj / LCTL-9-CDL of Crompton / LUMILINEBS9 WLED 865 SPCWH of Havells

Taking down old unserviceable street light fitting with brackets any type and capacity complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing Sleek Pressure die cast aluminium housing/body, heat resistant clear glass, LED lens for wide beam, energy saving, IP65/66 protection, not less than 5700K, better optics for uniform distribution street/Roadway luminaire with high power LED 25 watt complete fitting with driver, LED strip and all other accessories etc, suitable for 40/32mm OD entry for direct mounting on pipe bracket, fixing on poles/along wall with and including brackets made out of GI tubing light grade 40mm dia, 2 metre long bent to shape at 120 degree angle at half metre from bottom (as per sample), fixing with MS clamp (02 Nos) and nut bolts, including before fixing applying two coats of aluminium paint on bracket and clamp over a coat of red oxide primer, including making electric connection with using twin core copper cable of suitable size complete all as specified and as directed by Engineer-in-charge. Make - Cat part No LSTS-25-CDL of Crompton/ BRLEP 25W LED WH of Bajaj / ENDURA PEARL SL25W LED757SASYTOPC of Havells

Supply and laying XLPE LT Cable of size 16 Sqmm, 2 core, 1100 Volt grade heavy duty with XLPE insulated, stranded aluminium conductor served with an inner sheathening of PVC tape armoured with Galvanized steel strip or wire and over all PVC Sheathed stranded conductor conforming to IS- 7098 (Part-I) with latest amendments laid in trenches/fixed to wall/pole/laid in floor including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge. Note :- (i) Excavation, earth work, sand cushioning, brick protection, cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule.)

Supply and filling Local sand cushioning , with dry and clean sand, over and under the under ground cables in trenches, ducts for cable protection including consolidation, 80mm thick to the authorized width as per SSR–Part-I before laying of cable and 150mm thick after laying of cable complete all as specified and as directed by Engineer-in-Charge. (Note :- For measurement purpose puned thickness shall be measured and paid i.e 18cm.)

Supply and laying Best quality, locally available, sub class ‘B’ bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing/laying GI tubing, light grade, 25 mm bore for protection of cable under hardstanding/fixed along poles/wall, laid in in trenches etc complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing exhaust fan 300 mm sweep (BEE, 5 star rated) with louvres, 230V, single phase AC supply, 04 No bolts grouting in wall in PCC (1:2:4) using 12.5mm graded stone aggregate for hanging the fan and making good the disturbed surface as per existing surfaces, fixing the fan by bolts and washers and connection to fan with suitable flexible twin core round copper wire complete all as specified and directed by Engineer-in-Charge. Make - Usha / Bajaj / Khaitan / Orient / Crompton / Polar

Supply and fixing ceiling fan 1200 mm sweep single phase, 230 volts 50 Hz double ball bearing energy efficiant having of BEE Hb Plus 5 star rating including electrical connection with round twin core flexible copper multi stranded cable white in colour of suitable size complete all as specified and directed by Engineer-in-Charge Make - Usha / Bajaj / Khaitan / Orient / Crompton

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 60cm x 60cm x 6mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including earth continuity GI wire 4 mm (upto test point from earth plate i.e. 7.5m min) by means of GI bolts/nuts/washers and including protected by 15mm dia GI light grade protection pipe from earth plate to test point, including making of test point made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 Nos- 8mm dia 25mm long hex head screw. Earth plate shall be surrounded by packed layer of char coal/coke & salt all around bottom and top with alternative layer. 20mm GI light grade pipe for watering (should be 10cm above GL) and including socket, plug, funnel, wire mesh, CI cover 10mm thick hanged to CFI frame, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate), including necessary form work, excavation and earth work in any type of soil , returning filling and disposal of surplus soil to a distance not exceeding 50m, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and and as directed by Engineer-in-charge, Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.

Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ

Singla Enterprises

B D BATRA AND SONS

M/s Nuway Constructors India Pvt. Ltd.

M/s HANS BROTHERS

R K GOYAL & COMPANY

M/s DHEERAJ JAIN CONSTRUCTION COMPANY

M/S VERMA BUILDERS & DEVELOPERS

SHARDA ENTERPRIES

M/s Balvinder Singh Engineer and Contractors

V K CONTRACTOR