SPECIAL REPAIR TO EQPT ROOM AT DIV POWER HOUSE, SPECIAL REAPIR TO ROOF TREATMENT AND LIGHTENING CONDUCTOR TO BLDG NO P-33 AND OTHER SANCTIONED WORKS AT AKHNOOR UNDER GE (SOUTH) AKHNOOR

Amount

Taking down of chowkhats or frame with shutters (without taking off shutters from the frames) area not exceeding 1.50 Sqm each, complete all as specified and as directed by Engineer-In-Charge.

Taking down of chowkhats or frame with shutters (without taking off shutters from the frames) area exceeding 1.50 Sqm but not exceeding 4.0 Sqm each, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new plastered or unplastered surfaces of ceiling and applying three coats of white washing, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new plastered or unplastered surfaces of wall and applying three coats of white washing, complete all as specified and as directed by Engineer-In-Charge.

Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), ncluding cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed by Engineer-In-Charge.

Demolition of cement concrete (reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed by Engineer-In-Charge.

Machine cut kota stone slab, (minimum size shall be 550x550mm), flooring 18-20mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, and including laid over screed bed or bedding layer of mortar 20mm thick in cement mortar 1:6 incl dismantling old stone slabs of any size and description, complete all as specified and as directed by Engineer-In-Charge.

Machine cut kota stone slab, (size shall in one length), 18-20mm thick, as in riser of steps, skirting, dado and pillar, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, and including laid over screed bed or back plastering layer of mortar 15mm thick in cement mortar 1:4 incl dismantling old stone slabs of any size and description, complete all as specified and as directed by Engineer-In-Charge.

Glazed ceramic tiles in vertical surface/ dado, size 300x450x7mm thick, 400x400x6/7mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match, the shade/ colour of tiles including 10mm thick rendering in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-10(1:3:6), type C-1 (using 20mm graded crushed stone aggregate), 50mm thick, as in plinth protection and providing the joints throughout the thickness, filled with mastic filling comprising bitumen 85/25 grade and sand mixture 1:3 by weight, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-10(1:3:6), type C-1 (using 20mm graded crushed stone aggregate), 75mm thick, as in plinth protection and providing the joints throughout the thickness, filled with mastic filling comprising bitumen 85/25 grade and sand mixture 1:3 by weight, complete all as specified and as directed by Engineer-In-Charge.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil, omplete all as specified and directed.

Excavation in trenches n exc 1.5 metre wide & n. exc 1.5 metre in depth for foundation etc or for shafts, wells, cesspits manholes, pier holes etc n. exc 10 Sqm on plan n. exc 1.5 metre in depth and getting out in any type of soil, complete all as specified.

Excavation in trenches, not exceeding 1.50 mtr wide and not exceeding 1.50mtr in depth; not exceeding 10 Sqm on plan and getting out, in any type of soil, for laying electric cables/sewage lines/Pipe line or foundation of poles etc, complete all as specified.

Returning filling in incl spreading watering and well ramming in layers in hard/dense soil each not exceeding 25cm thick complete all as specified.

Removing surplus soil to a distance not exe 50 mtr and depositing where directed at a level not exe 1.5 m above the starting point complete all as specified and directed.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of distemper oil emulsion over one coat of chalk whiting, on plastered surfaces, preparatory to distempering, complete all as specified and as directed.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement paint , complete all as specified and as directed.

M &L for preparation of old surfaces of walls plastered or unplastered including brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts and trading oil and greasy spots and applying two coats of cement paint, complete all as specified and as directed by Engineer-In-Charge.

M&L Hard core of broken stone boulders of gauge n exc 63 mm, deposited spread and leveled in layers n exc 15 cm thick, watered and rammed to true surface complete all as specified and directed. Note :Thickness shall not exceed from 100mm thick.

Chequered cement concrete pre-laminated coloured tiles size 300mmx300mmx20/25mm thick, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles, laid over and including 20mm thick screed bed or bedding layer in cement mortar 1:6 laid over and including 75mm thick sub base of Nominal Mix PCC 1:5:10 type E-2 using 40mm graded crushed stone aggregate, complete all as specified and as directed by Engineer-In-Charge.

Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, laid over and including 30mm thick well rammed sand cushion laid over and including sub base of 100mm thick of Nominal Mix PCC 1:5:10 type E-2 using 40mm graded crushed stone aggregate, with grey cement and no pigment, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed by Engineer-In-Charge.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base in any type of soil,

M&L for coloured Non-skid, coloured, joint free ceramic tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.11 Per Square Meter but not exceeding 0.18 Per Square Meter, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match and including laid over screed bed or bedding layer of mortar 15mm thick in cement mortar 1:6 over and including 75mm thick sub base of Nominal Mix PCC 1:5:10 type E-2 using 40mm graded crushed stone aggregate, complete all as specified and as directed by Engineer-In-Charge.

M&L RCC M-25 design mix using 20 mm graded stone aggregate in foundations, including rafts, footings, foundation beams, plinth beams, base for columns, basements slabs, Slab supported on walls, columns etc including necessary form work, complete all as specified and directed. Note: Cost of necessary form work shall be deemed to be included in the quoted rates.

M&L RCC M-25 (Design mix), (using 20mm graded crushed stone aggregate), nominal mix, in as in Columns, pillars, piers, posts and struts including necessary form work complete all as specified and directed. Note: Cost of necessary form work shall be deemed to be included in the quoted rates.

Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer-In-Charge.

Mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer-In-Charge.

Formwork for rough finish flat surfaces 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, complete all as specified and as directed by Engineer-In-Charge.

Formwork for rough finish flat surfaces to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), complete all as specified and as directed by Engineer-In-Charge.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surface, complete all as specified and as directed by Engineer-In-Charge.

Rendering 15mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.

Rendering 15mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, including mixing water proofing compound @ 3% by weight in cement, rendering is to be finished even and smooth (without using extra lime or cement), complete all as specified and as directed by Engineer-In-Charge. Note: Cost of water proofing compound shall deemed included in quoted rates.

Rendering 15mm thick on bricks or concrete masonry surfaces, on walls, in cement mortar 1:6, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed.

Preparation of old painted steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified and as directed.

Preparation of new or previously untreated wood or wooden surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified and as directed.

Factory made, plain framed, panelled shutter (two panel) 35mm thick, 2nd class hardwood with lock rail and panel of 12mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS:1003 (Part-I), kiln seasoned and chemically pressure treated, complete all as specified and as directed by Engineer-In-Charge.

Glazed and skeleton shutters in second class hardwood, 35mm thick, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24 (a); supplied and fitted to chowkhats including 0.56mm nominal dia of wire cloth with average width of aperature 1.18mm fitted with staples etc, complete all as specified and as directed.

Mild steel sliding door bolts, size 250mm long, plate type, stove enameled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed, complete all as specified and as directed by Engineer-In-Charge.

Hasp and staple, safety type, size 100mm, mild steel, wire type, stove enamelled black, including bolt to hinge plate and fixed with screws, complete all as specified and as directed.

Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, cverall length of cover plate 150mm, fixed in floor, complete all as specified and as directed.

Mild steel spring for doors, 300mm, ordinary rat tail rod pattern springs including roller and roller plate, complete all as specified and as directed by Engineer-In-Charge.

Butt hinges, size 100mm, medium weight, cold rolled mild steel, and fixed, complete all as specified and as directed by Engineer-In-Charge.

Mild steel barrel tower bolts, size 200mm, stove enamelled black, with bright bolt and fixed, complete all as specified and as directed by Engineer-In-Charge.

Mild steel pressed handles, size 150mm, oval type, stove enamelled black, complete all as specified and as directed by Engineer-In-Charge.

Aluminum anodized, barrel tower bolts of extruded Section, size 150mm long and fixed, complete all as specified and as directed by Engineer-In-Charge.

Aluminum handles, cast type, anodized, size 125mm, complete all as specified and as directed by Engineer-In-Charge.

Steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified and as directed by Engineer-In-Charge.

Rendering 5mm thick on any type of surfaces, on ceiling, in cement mortar 1:3, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.

Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., size of frame 125x60mm, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-10(1:3:6), type C-1, (using 20mm graded crushed stone aggregate), nominal mix, as in cills, steps; plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates and in hold fasts or filling in hollow of steel frame, including necessary form work, complete all as specified and as directed by Engineer-In-Charge.

Granite (of any type) work (table rubbed and polished), 15-18mm thick, as in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite incl dismantling old stone slabs of any size and description, complete all as specified and as directed by Engineer-In-Charge.

Granite (of any type) work (table rubbed and polished), 20mm thick, as in gate pillars and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust , making holes in RCC shelves for gas pipe with round edges wherever required with admixture of pigment to match with shade of granite, complete all as specified and as directed by Engineer-In-Charge.

Rolled mild steel sections as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, conforming to Fe 410-W (Gde- E- 250) quality-A, complete all as specified and as directed by Engineer-In-Charge.

Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-In-Charge.

Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, complete all as specified and as directed by Engineer-In-Charge.

Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, complete all as specified and as directed by Engineer-In-Charge.

Rolled mild steel in framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening, Fe 290 (Gde-E-165) quality-B, complete all as specified.

S&F Harrison rails 20mm dia , mild steel, chromium plated with fixing brackets, stops, rollers etc, complete all as specified and directed.

S&F a box type board of size 6.40mx0.45mx0.50m decorative type incl writing one side "DEF & EMP COY" and other side " SARVADHA SHAKTISHALI" with both side logo of unit. The box shall be made up with tubular iron section frame of required size as directed, so fixed on framed structure already made over pillar and covered with ACP board and providing of LED lighting inside of reuiqred wattage , the latter shall be made with acrylic , provn of switches, socket and point wiring and connection wire etc for lighting shall be done complete in all respect. The board will be fixed over gate pillar on iron frame etc , complete all as specified and as directed by Engr-in-Charge. Note : (i) The design of box and font etc shall be approved by user Unit concerned before using. (ii) Cost of provn of switches, socket and point wiring and connection wire and their fixing etc shall deem to be included in the quoted rate and nothing shall be admissible on this account.

M&L Cement concrete M-15, type B-1, 1:2:4 ( 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, benching, haunching, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating and necessary form work, all as specified.

Extra for forming fair finished drain or channel 30 Cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and as directed by Engineer-In-Charge.

Mild steel square bar framed work such as in grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; frame work of water tanks and similar work conforming to Fe-290, Gde-E-165, including cutting and welding, complete all as specified and as directed by Engineer-In-Charge.

Dismantling of wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/ slabs/ blankets, any thickness, including cover fillets, complete all as specified and as directed by Engineer-In-Charge.

Anodised aluminium snap grid frame work for false ceiling, powder coated, comprising of aluminium Tee (weight of section not less than 280 gms/mtr) and aluminium angle (weight of section not less than 280 gms/mtr), grid size 605x605mm, including Hangers 6.0mm dia, galvanised iron (upto1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of galvanised iron flat 40x3 mm size 60mm long and expansion hold fasteners 12.50mm dia, 40mm long including Perforated particle board/ tiles for insulation and accoustic purposes, 600x600 mm in size and 12mm thick, fixed with frame work (any type) or on snap grid as in ceiling flat or sloping, complete all as specified and as directed by Engineer-In-Charge.

Supply and fixing S&F in replacement of cup board shutter 20mm thick (style) factory made PVC incl chowkat frame made out of MS tubes of 19 guage for top and bottom rails M S frame shall be covered with heated molded designer colour PVC channel having PVC sheet strip of 10 MM width stuck inside with solvent cement for styles and plane colour PVC sheets of top rail, lock rail and bottom rail on either side 10 mm (5 mm x 2) thick of 20 mm and 20 mm cross PVC sheets and as gap inserted for top and bottom rail. Paneling for plain colour PVC sheets to be fitted in the MS frame welded /sealed to the styles and rails with suitable PVC sheet beading and jointed together with solvent cement in the frame at site as per drawing held with AGE B/R-I and to the entire specifications. , complete all as specified and as directed by Engineer-In-Charge.

Solid PVC Door Frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with mild steel square tube, supplying and fixing in opening as per specification and drawing, including making good to disturbed surface of walls, complete all as specified and as directed by Engineer-In-Charge.

Factory made solid panel PVC door shutter with wood free EPS, 30mm thick (style) consisting of frame made out of mild steel tubes for top and bottom rails. Mild steel 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 and as gap insert for top rail and bottom rail; Panelling of plain colour PVC sheet to be fitted in the mild steel frame welded/ sealed to the stiles and rails with suitable PVC sheet beading, and joined together with solvent cement, supplying and fixing in the frame with three Nos of stainless butt hinges of 100mm size and rust proof screws, at site as per specification and drawing, complete all as specified and as directed by Engineer-In-Charge.

S&F in replacement of earthing complete with galvanised cast iron earth plate electrode of size 600x600x6.3mm thick buried directly in ground less than 3.0m deep below normal ground level as earth electrode with top edge of the earth plate not less than 2.25mtr below ground level using GI strip 32x6 mm dia as earth continuity conductor connected to earth plate by means of welding, GI thimbles, nuts, bolts & washers all as directed including providing earth wire protection pipe GI light grade15mm dia from earth plate to main switch board/panel, watering pipe 20mm dia with wire mesh and funnel at top, earth pit and RCC pit cover with handle of angle iron frame of size 40 x 40 x 6mm in PCC 1:3:6 adequate quantity of charcoal dust and salt and kalmi shore all around the earth plate, earth work in any type of soil remaining surplus excavated material all as required at site and specified in EP No 3 of SSR part I 2009 or directed by Engineer-in-charge and incl testing on completion. NOTE :- (i) Item of earthing includes cost of 7.5 m long GI strip of size 32x6mm with protection pipe of 40mm dia GI medium grade, any variation in length shall be adjusted through deviation order based on SSR rates enhanced by 25%. (ii) On testing after completion of earthing if the desired earth resistance is not obtained earthing will be re-done by the contractor at his own risk and cost.

Dismantling of old/ damaged existing roof treatment with concrete and cleaning all waste and dirt by wire mesh, picking, sweeping and washing down with water to remove dust, etc, and removal of all material out side the cantt area and Applying one coat of neat cement slurry with 3.0 Kg of cement per Sqm on cleaned surfaces of roof, evenly, and screed bed/rendering 10mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, including mixing water proofing compound @ 3% by weight in cement, rendering is to be finished even and smooth (without using extra lime or cement) including Water proofing treatment on roof top with APP (Ataxic Poly Propylene) modified polymeric five layered membrane with central core of 100 micron high molecular high density polyethylene film, minimum weight not less than 3.0 Kg/ Sqm, 2.0mm thick, centre core is sandwiched on both sides by high quality polymeric mix with properties of high softening point, high heat resistance and cold resistivity to make it ideal for all water proofing treatment, with polymeric mix protection on both sides with 20 micron HMHDPE film, laid over one coat of bituminous primer conforming to IS: 3384, applied @0.40 Kg/ Sqm and one coat of hot blown bitumen of 85/25 grade, conforming to IS:702, applied @1.20Kg/ Sqm on prepared surfaces of roof, overlap should be not less than 150mm at ends and 75mm at sides, joints and overlaps uniformly bounded with LPG torch flame including applying of one coat of semi hot blown bitumen of 85/25 grade, @1.20 Kg Sqm and fine screened sand in dry condition @0.50 Kg/ Sqm after laying the membrane , complete all as specified and as directed by Engineer-In-Charge. Note: Cost of water proofing chemical shall be included in quote rate.

M&L Precast machine pressed factory made PCC tiles, size 300x300mm and 20mm thick, with grey cement and no pigment, pointed in cement mortar 1:3 and laid over 15mm thick bedding layer in cement mortar 1:4 mixed with creosote oil @5% by weight of cement, complete all as specified and as directed by Engineer-In-Charge.

Dismantling of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and as directed by Engineer-In-Charge.

Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and as directed.

Plain cement concrete M-10(1:3:6), type C-2 (using 40mm crushed stone aggregates) as in bed to drain pipes of 150mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; after laying, complete all as specified and as directed by Engineer-In-Charge.

150 mm dia reinforced concrete hume pipe, class NP-3, laid & jointed with collars laid in trenches/ or across roads complete all as specified.

Salt-glazed stoneware drain pipes, internal 150mm, laid in trenches and jointed in cement mortar 1:1 including Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of 150mm internal dia, set in cement mortar incl taking down old one of any specification, complete all as specified and as directed by Engineer-In-Charge. Note : Necessary earth work shall also be deemd to be included in quoted rate.

Rotational moulded polyethylene water storage tanks of 500 liters capacity, (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I including ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed for 20mm bore pipe, complete all as specified and as directed.

Rotational moulded polyethylene water storage tanks of 500 liters capacity, (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I including ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed for 20mm bore pipe, fixing in repairs, complete all as specified and as directed.

Applying one coat of neat cement slurry with 3.0 Kg of cement per Sqm on cleaned surfaces of roof, evenly, and screed bed/rendering 10mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, including mixing water proofing compound @ 3% by weight in cement, rendering is to be finished even and smooth (without using extra lime or cement) including Water proofing treatment on roof top with APP (Ataxic Poly Propylene) modified polymeric five layered membrane with central core of 100 micron high molecular high density polyethylene film, minimum weight not less than 3.0 Kg/ Sqm, 2.0mm thick, centre core is sandwiched on both sides by high quality polymeric mix with properties of high softening point, high heat resistance and cold resistivity to make it ideal for all water proofing treatment, with polymeric mix protection on both sides with 20 micron HMHDPE film, laid over one coat of bituminous primer conforming to IS: 3384, applied @0.40 Kg/ Sqm and one coat of hot blown bitumen of 85/25 grade, conforming to IS:702, applied @1.20Kg/ Sqm on prepared surfaces of roof, overlap should be not less than 150mm at ends and 75mm at sides, joints and overlaps uniformly bounded with LPG torch flame including applying of one coat of semi hot blown bitumen of 85/25 grade, @1.20 Kg Sqm and fine screened sand in dry condition @0.50 Kg/ Sqm after laying the membrane and applying two coats of aluminium paint, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of water proofing chemical shall be included in quote rate.

Taking up or down steel tubing of 15mm bore pipe and connections, including cleaning for re-fixing or removal to store, complete all as specified and as directed.

Tubes, 'medium grade' galvanised, 15mm bore, ISI marked, making concealed, with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc and fixed complete to walls and ceilings or laid in floors, including cutting and chasing the any type of surfaces, complete all as specified and as directed.

Taking up or down steel tubing of 20mm bore pipe and connections, including cleaning for re-fixing or removal to store, complete all as specified and as directed.

Tubes, 'medium grade' galvanised, 25mm bore, ISI marked with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc and fixed complete to walls and ceilings or laid in trenches/floors, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of cutting/ chasing for pipe line making concealed in surfaces shall be deemed included in quoted rates.

Tubes, 'medium grade' galvanised, 20mm bore, ISI marked, making concealed, with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc and fixed complete to walls and ceilings or laid in trenches/floors, including cutting and chasing the any type of surfaces, complete all as specified and as directed.

Supply, fixing, jointing and testing, ISI Marked, of approved quality, gun metal globe/gate valve 20mm dia with iron wheel head, both ends screwed for iron pipe, complete all as specified and directed for following bore of pipes.

Supply, fixing, jointing and testing, ISI Marked, of approved quality, gun metal globe/gate valve 25mm dia with iron wheel head, both ends screwed for iron pipe, complete all as specified and directed for following bore of pipes.

Drilling, cutting and tapping GI water mains (in position) the existing pipe for branch connections including inserting tee of suitable sizes with all fittings complete all as specified and as directed by Engineer-In-Charge.

Construction of brick masonry valve pit of size 600x600x600mm (internal dimensions of chamber) including plain cement concrete, M-7.5 (1:4:8), type-D2 (using 40mm graded crushed stone aggregates) 100mm thick, as in sub base and PCC M-15 (1:2:4), type-B2 (using 40mm graded crushed stone aggregates) 100mm thick, as in flooring, brick work masonry, 23cm thick in cement mortar 1:4, rendering 15mm thick in cement mortar 1:4 on internal and external surfaces with two coat of lime wash, mild steel framed work as in valve pit covers with angle iron frame 50x50x6mm and including mild steel sheet cover 3.15mm thick complete, drilling/ welding for fixing of steel sheeting with mild steel hinges, handles and suitable locking arrangements, fastening arrangements for fixing, nuts, bolts and washers including painting with two coats of synthetic enamel paint over a coat of red oxide primer, including excavation in any type of soil, returning filling in external areas and removal the surplus soil to a distance of not exceeding 50mtrs, complete all as specified and as directed by Engineer-In-Charge.

Stop valves, cast copper alloy, fancy type, chromium plated, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed for 15mm bore pipe, complete all as specified and as directed by Engineer-In-Charge.

Wall mixer with bend pipe for overhead shower with built-in non return valve, for hot and cold water, chromium plated, for 15mm bore pipe, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge. Make: Cat Part No-F1014402 of Cera/ Jaquar/ Parko/ Hindware.

Pillar taps, cast copper alloy, with capstan heads, chromium plated, fancy type, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed for 15mm bore pipe, fixed in repair, complete all as specified and as directed.

CP grating 125mm dia heavy duty with or without hole for waste pipe fixing with CM 1:3 on Nahani trap/Floor trap, complete all as specified and as directed.

PVC connections 15mm size with brass nuts of length 450mm, complete all as specified and as directed by Engineer-In-Charge.

Vitreous China urinal, half stall, flat back, size of 465x355x265mm white (minimum), with grating and union for discharge pipe (excluding flushing cistern and flush pipe but including of waste pipe), complete 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, pointing around urinal back in cement; fixing flush pipe, grating and union for discharge pipe, complete all as specified and as directed by Engineer-In-Charge.

S&F Vitreous China squatting pan, ‘Orissa’ pattern, size 580x440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) but including connection to trap, and to flushing pipe, anti-syphonage pipe, etc. but including concrete bedding layer, complete all as specified and as directed by Engineer-In-Charge.

PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, capacity 10.0 litres and making good to dismantled/ damaged floor/ surfaces, complete all as specified and as directed.

Vitreous China wash basin, white, flat back, size 630x450mm excluding taps, waste, chain and plug and porcelain stopper including brackets of any size, including cutting for and pinning in ends of brackets or erecting stand including fixing and supply of waste pipe of 32mm dia, waste coupling of PTMT (half or full threaded), complete all as specified and as directed by Engineer-In-Charge.

Brass chromium plated, tubular towel rail, 20mm dia, D type, 60cm long between flanges, fancy type, complete all as specified and as directed by Engineer-In-Charge.

Sheet glass shelf assembly, consisting 5.50mm thick sheet glass, 120mm wide including anti rust screws, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

Brass chromium plated shower rose 125mm size, fancy type, fixed for 15mm bore pipe, complete all as specified and as directed by Engineer-In-Charge.

Stop valve, cast copper alloy, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed for 20mm bore pipe, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

Supplying and laying 16mm bore outer dia, of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches

Supplying and laying 20mm bore outer dia, of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches

Supplying and fixing brass elbow 15mm bore outer dia, of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches

Supplying and fixing brass elbow 20mm bore outer dia, of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings in trenches

PVC (SWR) pipes, 110mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, single socketed, in any length with rubber ring joints, fixed on wall or laid in trenches with mild steel/ PVC clamps, complete all as specified and as directed.

PVC (SWR) bends of 110mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, any radius, fixing with adhesive, complete all as specified and as directed.

PVC (SWR) branch piece, single (single Y) equal or unequal, 110mm bore, provided with oval access door all as specified.

PVC (SWR) 'P' trap of 110mm dia outlet, plain with grating including jointing with solvent cement, complete all as specified and as directed by Engineer-In-Charge.

PVC (SWR) vent cowl, of 110mm bore, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

PVC (SWR) junction single, (Single T) equal or unequal, of 110mm bore, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

Salt-glazed stoneware gully traps, size 150x100mm, square or round mouthed, type 'P' including jointing to waste pipe fixed in plain cement concrete, M-15(1:2:4), type B-1 (using 20mm graded crushed stone aggregates) , complete all as specified and as directed by Engineer-In-Charge.

PVC (SWR) pipes, 110mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, single socketed, in any length with rubber ring joints, fixed on wall with mild steel/ PVC clamps, fixing in repairs, complete all as specified and as directed.

PVC (SWR) bends of 110mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, any radius, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

Precast reinforced cement concrete M-20(1:1.5:3), type A-1, (using 20mm graded crushed stone aggregate), nominal mix, as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs and similar articles with plain faces as specified in clause No- 4.11.16 of SSR Part-I (2009), set in cement mortar 1:4 including required reinforcement, complete all as specified and as directed by Engineer-In-Charge. Note : The descrption shall also deemed to have included the cost of TMT bars of required dia as directed by Engr-in-charge and over all as per codal provisions as conforming to IS 456:2000 and necessary form work.

Construction of Septic Tank 15 user, excavation in any type of soil, foundation PCC, brick work in CM 1:4 , RCC/CI man hole covers, Vent shaft and sludge chambers etc complete all as specified and shown in drg directed by Engr-in-Charge. CE/TD/1202/03 sheet 1/2 and 2/2 dated 09.10.03 revised 14.10.14 and 11.05.07. Note:- The entire work shall be executed as per cited drgs and cost of the work as specified in the Drgs shall also be deemed to have included in the quoted rate and nothing extra shall be admissible on this ground.

Construction of soakage well of 2.4 mtrs dia and 4.5 mtrs in depth, in any type of soil including plain cement concrete M-10(1:3:6), type C-2 (using 40mm graded crushed stone aggregates) in foundation and honeycombed brick masonry in cement mortar 1:4 and reinforced cement concrete cover slab, M-25, type A-1 (using 20mm graded crushed stone aggregates), complete all as specified and as shown in drawing. Drawing No- CE/TD/1202/03 sheet 1/2 and 2/2 dated 09.10.03 revised 14.10.14 and 11.05.07.

Septic tank for 20 users LLDPE (Linear Low Density Polyethylene) with upflow filter including media type with vent pipe, cowl etc. designed to carry sewage and sullage water, including excavation in any type of soil as per size of tank , PCC 1:4:8 Type D-2(using 40mm graded crushed stone aggregates)as bed concrete, lowering the septic tank and filling with water and return/filling with mix of coarse sand and Bajri around the septic tank and do inlet and outlet pipe connection etc complete all as specified and as directed. Make: Sintex /Comfort polymers/ Polycon.

Construction of soakage well of 1.2 mtrs dia and 3.0 mtrs in depth, in any type of soil including plain cement concrete M-10(1:3:6), type C-2 (using 40mm graded crushed stone aggregates) in foundation and honeycombed brick masonry in cement mortar 1:4 and reinforced cement concrete cover slab, M-25, type A-1 (using 20mm graded crushed stone aggregates), complete all as specified and as shown in drawing. Drawing No- CE/TD/1202/03 sheet 1/2 and 2/2 dated 09.10.03 revised 14.10.14 and 11.05.07.

Factory made steel window, box type, using ERW hollow 'P' section, comprising double frame for and including gauged and glazed skeleton shutter with wire mesh and plain sheet glass 3.0mm thick, 4mm thick frosted glass, jointed internally and made with flat iron 40x4mm complete including grill/ guard bars of 8mm square bars fixed horizontally @100mm C/C including mild steel hinges, handles, tower bolts, stops, lugs etc, complete all as specified and as shown in drawing No- CEUZ/TD-1304, sheet No- 1/3 to 3/3 and as directed by Engineer-In-Charge. Note :- Cost of window shall include all members and spare parts as elaborated in the Drwaing and in the specifications and nothing shall be paid extra seperately.

Repair to RCC projection chajjas , roof fascias etc by scraping , cutting, chiseling , de-rusting and cleaning of exposed reinforcement surfaces, losse RCC surface with cement concrete in M-20(1:1.5:3), type A-1, (using 12.50mm graded crushed stone aggregate), nominal mix and reinforcement with welded mesh had drawn steel wire fabric of weight exc 2.0Kg/Sqm but not exc 4.0Kg/Sqm cut to length and shape required and tie with and including mild steel wire (annealed) not less than 0.9mm in dia as required, with or without fascia and finished with cement mortar15-20mm thick in 1:3 in patches area not exc 5.0 Sqm and thickness of RCC members n exc 70mm incl necessary form work and applying two coats of finishes to match with the existing surfaces at any height , complete all as specified and as directed by Engineer-In-Charge. Note : 1.0 Cost of steel wire fabric of required weight and size as directed shall deem to have been included in the quoted rates. 2. Cost of necessary saftey arrangements like ladders, saftey harness, scaffolding shall also be deemed to have been included in the quoted rates.

Test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screws incl taking down of existing, complete all as specified and as directed by Engineer-In-Charge.

Supply & fixing in replacement of Air termination, single pointed aluminium rod 12mm dia and 300mm long, including necessary fittings and fixtures, complete all as directed by Engr-in-charge.

Supply & fixing in replacement of earth strip with new aluminium strip, size 25x3.15m with saddles and fixing screws etc.; fixed along with external surface from lightening arrester at roof top to test point conductors above ground, complete all as specified and as directed.

Supply & fixing in replacement of earth strip with new galvanised iron strip, size 32x6mm with saddles and fixing screws etc.; fixed along with external surface from lightening arrester at roof top to test point conductors above ground, complete all as specified and as directed by Engineer-In-Charge.

Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors, etc., complete all as specified and as directed by Engineer-In-Charge.

Point wiring for one light/ fan/ bell point controlled by one switch with 1.50 Sqmm, PVC insulated, unsheathed, single core, multi-stranded, copper conductor cable, 1100 Volts, using colour coding, drawn in and including non metallic medium grade rigid PVC conduit, fire resistance, ISI marked, 20mm dia including all accessories concealed by chasing/ cutting grooves in the surface of walls/ floors/ ceilings and making good the disturbed surface matching to existing descriptions/ specifications, with and including sunken type pressed steel/ welded mild steel terminal box 1.20mm thick coated with anti corrosive paint and with bakelite laminated sheet top cover 3.0mm thick and including FRLS PVC green insulated unsheathed 1.50 Sqmm copper earth continuity wire connected to earth dolly, complete all as specified and as directed by Engineer-In-Charge.

Description all as per serial item No- 134.00 here-in-before but for one 3- pin, 5-Amps, socket outlet on same board.

Description all as per serial item No- 134.00 here in before but for one 3-pin socket outlet 5-Amps on the independent board.

Point wiring for 3-pin, 15 Amps, switch socket combination on independent board with 2.50 Sqmm, PVC insulated, unsheathed, single core, multi-stranded, copper conductor cable, FRLS, 1100 Volts, using colour coding, drawn in and including non metallic medium grade rigid PVC conduit, fire resistance, ISI marked, 20mm dia including all accessories concealed by chasing/ cutting in the surface of walls/ floors/ ceilings and making good the disturbed surface matching to existing descriptions/ specifications, with and including sunken type pressed steel/ welded mild steel terminal box 1.20mm thick coated with anti corrosive paint and with bakelite laminated sheet top cover 3.0mm thick and including FRLS PVC green insulated unsheeathed 2.50 Sqmm copper earth continuity wire connected to earth dolly, complete all as specified and as directed by Engineer-In-Charge.

Switch piano, flush type, single pole, one way, 5 Amps, complete all as specified and as directed by Engineer-In-Charge.

Switch socket combination, 2-in-1, 3-pin, 5 and 15 Amps, flush type, complete all as specified and as directed by Engineer-In-Charge.

Switch socket combination 2-in-1, 5-pin, 5 Amps, flush type, complete all as specified and as directed by Engineer-In-Charge.

Ceiling rose, three phase/ PVC/ polycarbonate, isolated body, complete all as specified and as directed by Engineer-In-Charge.

Lamp holder, PVC Polycarbonate type with back plate suitable for batten fittings, complete all as specified and as directed by Engineer-In-Charge.

T bulb curve, 9 Watt LED base B22 cool day light, complete all as specified and as directed by Engineer-In-Charge.

Stepped type (multi-steps) electronic regulator for ceiling fan 1200 mm, 240 volts, 100 Watts, single pole, including connecting, complete all as specified and as directed by Engineer-In-Charge.

S & F Inverter LED Batten with opal diffuser, IP20, battery back-up & functioning as per product TDS, 20 Watt, complete with all accessories with twin core twisted flexible copper conductor cable with suitable size all as specified and directed. Havells cat part No- PRIDE PLUS INVERTER BATTEN LHEXACP7FN1W020 or Equivalent Makes in Crompton/Philips/Osram.

S&F Sheet metal enclosures for Single Pole and Neutral distribution boxes with double door glazed for incorporating MCBs, IP-43, 4-way with 200 amps rated busbar, 240 volts, as per IS-8623, complete all as specified and as directed by Engineer-In-Charge.

Sand cushioning to protection of underground cables, laid 8 Cm before laying and 15 Cm after laying of cable, and punned to form an overall layer of 18 Cm thick, complete all as specified and directed by Engineer-In-Charge. Note: Punned thickness shall be measured.

Sub class ‘B’ bricks, modular size, brick covering laid dry, flat, transversally along the length of cable on sand cushioning for mechanical protection of cable, with width equal to the length of the brick, complete all as specified and directed by Engineer-In-Charge.

S&F 4 feet highly engineered plastic body with polycarbonate housing & integrated electronic driver suitable with fully diffused diffuser for general lighting in areas. The luminaire should have a color consistency SDCM < 5, CRI > 80 and CCT of 6500K. The luminaire shall be compliant with IP20 and IK02 classification. Luminaire shall be designed to emit at least 2000 nominal lumens and an outstanding solution efficacy of atleast 100 lumen/watt and maximum system wattage of 20 Watts. The electronic driver used shall have a power factor >0.95 and THD <20% with 4 KV internal surge protection. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters and including suitable size and length of flexible copper wire and making the connection, complete all as specified and as directed by Engineer-In-Charge. Make: Havells model No LUMILINE , cat part No- LUMILINEBS20WLED840SPCWH/ Or Equivalent Makes in Crompton/Philips/Wipro

S&F in replacement of 4 feet highly engineered plastic body with polycarbonate housing & integrated electronic driver suitable with fully diffused diffuser for general lighting in areas. The luminaire should have a color consistency SDCM < 5, CRI > 80 and CCT of 6500K. The luminaire shall be compliant with IP20 and IK02 classification. Luminaire shall be designed to emit at least 2000 nominal lumens and an outstanding solution efficacy of atleast 100 lumen/watt and maximum system wattage of 20 Watts. The electronic driver used shall have a power factor >0.95 and THD <20% with 4 KV internal surge protection. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters and including suitable size and length of flexible copper wire and making the connection, complete all as specified and as directed by Engineer-In-Charge. Make: Havells model No LUMILINE , cat part No- LUMILINEBS20WLED840SPCWH/ Or Equivalent Makes in Crompton/Philips/Wipro

S&F & SITC of high-quality integrated LED Street Light with a minimum system lumen of 4950 Lm and system wattage not exceeding 45W with a nominal efficiency 110 lumen/watt. CCT of 5700K with SDCM of < 5 and CRI >70, New generation energy saving and environmental friendly long life LED street light made up of pressure die-cast aluminium housing with high efficiency LED as lighting source and lens with Toughned Glass having Bottom Opening seperate driver compartment with IP66 protection and impact resistance of IK07. to with stand extreme environments with PF > 0.95. Lifetime of 50K hours @L70.The Ingress protection should be minimum IP 66 with an IK rating of 07. The Luminaire should have 4KV internal 10KV external surge protection in the Luminaire.Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters and including suitable size and length of flexible copper wire and making the connection including House service bracket for mounting light fittings House service bracket any type complete with 1.50mtr long galvanised iron pipe 40mm dia medium grade, bent to required shape including mild steel clamps of flat iron 40x6mm, hook, stay, nut, bolt and washer including painting with two coats of synthetic enamel paint over one coat of red oxide primer , complete all as specified, complete all as specified. Make :Havells Model No ENDURA SUNDOWN TG, cat part No ENDURASUNDOWNSL45WLED765PASYBOTG or Equivalent makes in Wipro/Philips.

S&F in replacement of SITC of high-quality integrated LED Street Light with a minimum system lumen of 4950 Lm and system wattage not exceeding 45W with a nominal efficiency 110 lumen/watt. CCT of 5700K with SDCM of < 5 and CRI >70, New generation energy saving and environmental friendly long life LED street light made up of pressure die-cast aluminium housing with high efficiency LED as lighting source and lens with Toughned Glass having Bottom Opening seperate driver compartment with IP66 protection and impact resistance of IK07. to with stand extreme environments with PF > 0.95. Lifetime of 50K hours @L70.The Ingress protection should be minimum IP 66 with an IK rating of 07. The Luminaire should have 4KV internal 10KV external surge protection in the Luminaire.Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters and including suitable size and length of flexible copper wire and making the connection including House service bracket for mounting light fittings House service bracket any type complete with 1.50mtr long galvanised iron pipe 40mm dia medium grade, bent to required shape including mild steel clamps of flat iron 40x6mm, hook, stay, nut, bolt and washer including painting with two coats of synthetic enamel paint over one coat of red oxide primer , complete all as specified, complete all as specified. Make :Havells Model No ENDURA SUNDOWN TG, cat part No ENDURASUNDOWNSL45WLED765PASYBOTG or Equivalent makes in Wipro/Philips.

S&F in replacement of Ceiling fan, mettalic, sweep 1200mm, with BLDC Motor, high speed, inclduing necessary fitting/fixtures such as Hook and clamps etc including connectig wire of suitable size and length from ceiling rose to fan connector, having BEE Star Rating- 5 Star, Rated Power Input in Watt 28±10%, Rated Speed in RPM 345±10%, Rated Air Delivery in CuM/ Min- 220 Minimum, Service Value CMM/W 7.85 Minimum No of Speed 5 , Insulation Class- E, Temperature Rise @ Rated Voltage 25 degree Celcius (Max) by winding resistance measurement at an ambient 30 degree Celcius, High Voltage Test Withstands 1.5KV, Insulation resistance Above 2 MΏ, Type of Ball Bearings Single row deep groove ball bearings of 6202 sizes Top & Bottom Cover should be of aluminium, Type of Lubricant Used Lithium Based – Shell Alvania RL3, Material of Blade Aluminium, BEE Certification, Material of Canopies- Polypropylene, complete all as specified and as directed. Make: BAJAJ Model No Energos 28 or Equivalent Makes in Havells / Crompton Greaves/ Usha / Orient Electric energy star Note: Old Ceiling fan taken out from the existing opening and shall be deposited at Store Yard of MES and shall be the property of Deptt.”

S&F in replacement of Sheet metal enclosures for Single Pole and Neutral distribution boxes with double door glazed for incorporating MCBs, IP-43, 8-way with 200 amps rated busbar, 240 volts, as per IS-8623, complete all as specified and as directed by Engineer-In-Charge.

S&F in replacement of MCB, single pole, 6 to 32 Amps, 240 Volts, 50 Hz, including necessary incoming and outgoing electric connection with suitable size of copper lugs, complete all as specified and as directed by Engineer-In-Charge.

S&F in replacement of MCB, Single Pole and Neutral, 6-32 Amps (up to), 240 volts, 50 Hz, 'C' curve including necessary incoming and outgoing electric connection with suitable size of copper lugs, complete all as specified and as directed by Engineer-In-Charge.

S&F Earthing complete with galvanised steel earth plate electrode 60 cm x 60cmx6mm thick buried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 meters below normal ground level. connecting to the GI wire 4 mm dia by means of bolls, nuts, check nuts and washers of galvanised iron and earth wire protected by provision of GI light grade pipe 15 mm bore including provision of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM weight not less than 4 Kg/Sqm) and frame of angle iron 25x25x6mm with lugs 02 Nos and handle of 6mm dia MS bar made to shape, GI medium grade 20mm bore pipe for watering , perforated at bottom. 1.75 metre long placed on top edge of earth plate. charcoal and common salt filling with fixing arrangement, funnel wire mesh and earth work in soft soil returning filling in and removal of surplus soil to a distance not exceeding 50 meters all as per electrical plate 3 of SSR-2009 Part-I and connecting to earth test point all as specified or indicated including testing on completion. NOTE :- (i) Item of earthing includes cost of 7.5 m long GI wire of size 4 mm dia with protection pipe of 15mm dia GI medium grade, any variation in length shall be adjusted through deviation order based on SSR rates enhanced by (-40)%. (ii) On testing after completion of earthing if the desired earth resistance is not obtained earthing will be re-done by the contractor at his own risk and cost.

S&F in replacement of Earthing complete with galvanised steel earth plate electrode 60 cm x 60cmx6mm thick buried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 meters below normal ground level. connecting to the GI wire 4 mm dia by means of bolls, nuts, check nuts and washers of galvanised iron and earth wire protected by provision of GI light grade pipe 15 mm bore including provision of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM weight not less than 4 Kg/Sqm) and frame of angle iron 25x25x6mm with lugs 02 Nos and handle of 6mm dia MS bar made to shape, GI medium grade 20mm bore pipe for watering , perforated at bottom. 1.75 metre long placed on top edge of earth plate. charcoal and common salt filling with fixing arrangement, funnel wire mesh and earth work in soft soil returning filling in and removal of surplus soil to a distance not exceeding 50 meters all as per electrical plate 3 of SSR-2009 Part-I and connecting to earth test point all as specified or indicated including testing on completion. NOTE :- (i) Item of earthing includes cost of 7.5 m long GI wire of size 4 mm dia with protection pipe of 15mm dia GI medium grade, any variation in length shall be adjusted through deviation order based on SSR rates enhanced by (-40)%. (ii) On testing after completion of earthing if the desired earth resistance is not obtained earthing will be re-done by the contractor at his own risk and cost.

Supply, laying commissioning, testing of the XLPE LT cable 1100 volts grade of size 16 Sqmm 2 core armoured, PVC sheathed with aluminium conductor heavy duty from existing pole to bldg complete with fixing arrangements with the help of clamp/shadels etc after taking out existing under ground cable complete all as specified and directed.

Supply, laying commissioning, testing of the XLPE LT cable 1100 volts grade of size 10 Sqmm 2 core armoured, PVC sheathed with aluminium conductor heavy duty laid in trenches/fixing on wall in PVC conduit pipe with the help of clamp/shadels, under road crossing through protection pipe etc after taking out existing under ground cable, complete all as specified and directed.

Replacement of old unserviceable/ damaged GI pipe with new GI pipes/ Tubes, 'light grade', galvanised, 40mm bore, ISI marked, laid in trenches or fixed to walls/ poles including mild steel clamps, nuts, bolts and washers; for protection of electric cable, complete all as specified and as directed by Engineer-In-Charge.

S&F GI pipes/ Tubes, 'light grade', galvanised, 50mm bore, ISI marked, laid in trenches or fixed to walls/ poles with mild steel clamps, nuts, bolts and washers; for protection of electric cable, complete all as specified and as directed by Engineer-In-Charge.

Exhaust fan, mettalic, sweep 300mm, superior rating for energy saving, steel Body, with blades, copper wounded motor complete with electronic fan regulator including hanging accessories i.e. U-clamp, down rod, canopy and nut bolts, washers, complete all as specified and as directed by Engineer-In-Charge. Make: Havells/Crompton Greaves/ Orient.

Amount of Schedule of credit of for Rs 98,647.00 shall be deducted from quoted amount.

CHOPRA CONSTRUCTIONS

M/s Shivam Construction Co