PROVN OF TOILETS AND STORE ROOM AT CH(NC) AND PROVN OF LIGHT VEHICLE PARKING SHED NEAR ADM BLOCK IN RR AND CERTAIN REVENUE AND MINOR WORK IN DIFFERENT LOCATION UNDER AGE BR-I OF GE NORTH UDHAMPUR

Amount

Demolition of Brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches,pillars,etc,but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (un reinforced) in ground floor and paving n. exe 15 cm thickness (below or above ground level), complete all as specified and 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 directed by Engineer-in-Charge.

Taking down Chowkats or frames with shutters (without taking off shutters from the frame) not exc 1.50sqm each and removing from site complete all as specified and directed by Engineer-in-Charge.

Taking down Chowkats or frames with shutters (without taking off shutters from the frame) exc 1.5sqm but not exc 4 sqm each and removing from site complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches in any type of soil n.exc. 1.50m deep and n.exe 1.50 in wide and getting out in., complete all as specified and as directed by Engr-in-Charge.

Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge.

Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in any type of soil , complete all as specified and directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface as in hard/dense soil, complete all as specified and as directed by Engr-in-Charge.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and as directed by Engr-in-Charge.

Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point, complete all as specified and as directed by Engr-in-Charge.

Hard core of broken stone or boulders of gauge not exc 63mm deposited, spread & levelled in layers not exc 15cm thick, including watering and ramming to a true surface complete all as specified and directed by Engineer-in-Charge. NOTE :- Volume of hard core after consolidation will be measured and paid.

Brick work with subclass ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge..

Brick work with sub class ‘B’ bricks (old size), straight or curved on plan to any radius in half brick thick walls built in CM 1:4 , complete all as specified and directed by Engineer-in-Charge.

Supply only integral water proofing compound of approved quality, ISI Marked, complete all as specified and directed by Engineer-in-Charge.

PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified and directed by Engineer-in-Charge.

PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified and directed by Engineer-in-Charge.

Precast cement concrete type B-1 (1:2:4), using 20 mm graded crushed stone aggregates as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including all mouldings but excluding frame, set in cement mortar (1:4) complete all as specified.

Providing Precast Cement concrete 1:2:4 type B-0 ( Using 12.5 mm graded crushed stone aggregate ) as in Kerb stone set in CM 1:6, rounded or chamfered on edges, complete all as specified and directed by the Engr-in-charge.

Cement concrete 1:2:4 type B1, (using 20 mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, steps, seismic and other similar bands coping/cills/benching,bed plates bed block etc for embedding hold fast including necessary form work weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engineer-in-Charge.

Reinforced cement concrete (design mix) M-25( using 20mm graded crushed stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete Complete.

Reinforced cement concrete (design mix) M-25( using 20mm graded crushed stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies deck slabs, and in shelves and the like complete all as specified and directed by Engineer-in-Charge..

Reinforced cement concrete (design mix) M-25( using 20mm graded crushed stone aggregate) as in columns, pillars, piers, posts & struts etc complete all as specified and directed by Engineer-in-Charge.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed by Engineer-in-Charge.

Use & waste of Form work to soffits of suspended slabs such as roof slabs, floor slabs, landing horizontal or slopping similar work not. Exc 200mm thick, and flat fair finished surfaces complete all as specified and directed by Engineer-in-Charge.

Use & waste of Form work to sides of pillars, posts, struts, pears and stanchion square or rectangle or polygonal for rough finished surfaces complete all as specified and directed by Engineer-in-Charge.

200 mm long aluminium, anodised, barrel tower bolts of extruded section and fixed, complete all as specified and directed by Engineer In Charge.

150 mm long aluminium handles, cast type, anodised and fixed., complete all as specified and directed by Engineer In Charge

300 mm long aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy and fixed.., complete all as specified and directed by Engineer In Charge

Floor door stoper of 140mm long of aluminium alloy body and tongue, anodised with hard drawn steel spring, ., complete all as specified and directed by Engineer In Charge

Stainless steel wire cloth,0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with Stainless steel wire staples, complete all specified and as directed by Engineer-in-Charge.

4.00 mm thick tinted sheet glass, ordinary quality and glazing with oil putty or wooden beads in squares not exceeding 0.50 Sqm in each pane.

35 mm thick Flush shutters, solid core construction, with block board core and one face is covered with deco rative face veneer with lipping/frame to match complete.

Solid PVC Door frame of size 50mmx47mm made out of 5mm Wallnut color PVC sheet reinforced with MS Square tube, supply and fixing in opening as per specification and drawings and incluiding making good disturbed surfaces , complete all as specified and as directed by Engr-in-Charge.

PVC Moulded Door Shutter of Wallnut color , 28 to 30mm thick (stiles),particle board core with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site , complete all as specified and directed by Engineer-in-Charge.

Powder coated(of approved colour) aluminium section as in frame and shutter of doors, windows (Hung/sliding),ventilators (louvers/fixed type) and fixed frame including jointing cleats for fixing etc. fixed to wall including preparation of disturbed portion both side (internal &external surfaces of wall) match with existing surface treatment and all sides of aluminium frame shall be sealed with silicon sealent (inner/outer face) ,complete all as specified and as directed by Engineer-in-Charge. NOTE:- Actual wt of aluminium sections / wt as per required aluminium section used in the work shall be measured for payment. Make :- Jindal/ Hindalco/ Indalco.

Powder coated aluminium deco grill DG 202 pattrn with apperture of size 60x45mm securing with suitable aluminium channel to frame,complete all as specified and as directed by Engineer-in-Charge

5mm frosted/tinted sheet glass, ordinary quality, exc 0.5 sq. m in each pane and glazing/fixed to aluminium section beading to frame in square , complete all as specified and as directed by Engineer-in-Charge

Stainless steel friction hinges SS 304 grade fancy type fixed with screw to suitable for opening, complete all as specified and as directed by Engineer-in-Charge

Factory made pressed steel frame steel window/ vent with glazed & gauged shutter (combined with side hung shutters incl box type inges, steel handle, necessary locking arrangement, peg stay complete with one shop coat of zinc chrome primer, complete all as specified and directed by Engineer In Charge. Note : Rate quoted are included for wire gauged and glazed window complete & shall be measurred as overall out to out one side only.

Mild steel conforming to Fe-290 Gde E-165 Framed work such as grills, grating etc. with ends of bars shouldered and or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters,walk ways, railings and similar work, complete all as specified and directed by Engineer-in-Charge.

100mm long Butt hinges, heavy weight, cold rolled mild steel, and fixed, complete all as specified and directed by Engineer-in-Charge

Pressed steel frames, size 105mmx60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, 1:2:4, type B-0 using 12.5 mm graded crushed stone aggregates filling inside hollow section etc, complete all as specified and directed by Engr-in Charge .

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.

All as per item No 44 above but 5mm dia and over upto and including 10mm dia as in stirrups spacers and binders.

Mild steel TMT bars 6 mm to 8 mm 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.

Structural rolled mild steel conforming of S Fe-410-W(Gde-E-250) quality A as in roof trusses (framed), purlins crane gantries, rail and fastenings and heavy brackets framing (beam, tee, angle, channel,flat and gusset/base plates etc.) including MS bolts, distance pieces and square/rectangular hollow section, cleats etc., complete all as specified and directed by Engineer-in-Charge.

Steel work in tubular post/trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240, complete all as specified and directed by Engineer-in-Charge.

Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment including distance pieces, cleats etc conforming to Fe-410- W(Gde-E-250) quality- B complete all as specified and directed

Mild steel screw bolts (machine made) Diameter of neck in mm 16 to 20 with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n exc 10cm long complete all as specified.

Pre-painted galvalume aluminium zinc cozting GI based corrugated steel sheet 0.50 mm thick of any colour having Profile of sheet to be mentioned tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws and screw not less than 03 nos each sheet, complete all as specified and directed by Engineer-in-Charge.

Pre painted galvatume aluminium 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 specified and as directed by Engineer-in-Charge.

Plain Cement concrete 100mm thick 1:4:8 type D2 using 40mm graded stone aggregate as in sub base to floors finished even and rough complete all as specified and directed by Engineer-in-Charge.

Plain Cement concrete 75mm thick 1:4:8 type D2 using 40mm graded stone aggregate as in sub base to floors finished even and rough complete all as specified and directed by Engineer-in-Charge.

Plinth protection 50 mm thick in PCC 1:3:6, type C-1 ( using 20 mm graded crushed stone aggregate ) laid in alternate bays (not exceeding 2 Sqm each) finished even and fair at top and providing joints through out the thickness of plinth protection, filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight, complete all as directed at site.

Non skid ceramic coloured tiles 7 to 8mm thick (Square or rectangular) area of each tile exceeding 0.11Sqm but not exceeding 0.18 Sqm, laid in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles with and including laying of 15 mm thick screed bed or bedding layer in CM 1:6 , complete all as specified and directed by Engineer-in-Charge.

Glazed ceramic tiles 450 mm x 350 mm x 7to8mm thick on vertical surfaces such as skirting /dado etc. set and jointed in neat cement slurry and pointed in white or colour cement to match over and including 10mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces as backing coat, complete all as specified and directed by Engineer-in-Charge.

18-20mm thick machine cut Kota stone slab flooring over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing and including laying of 20 mm thick screed bed or bedding layer in CM 1:4, complete all as specified and directed by Engr-in Charge .

Factory made heavy duty full body digital matt finish, paving coloured tiles of size300mm x 300mm x 10mm thick for external use laid over and including 15mm thick screed bed or bedding layer in CM 1:4 including jointed with neat cement slurry and pointed in coloured tile epoxy grout to match the shade of tiles, complete all as specified and directed by Engr-in Charge . Make- Durastone of Somany, Pavinres of Kazaria, Endura of Johnson.

Black Granite(any type), 16-18 mm thick,(table rubbed and polished) in steps, jambs, pillars, window cills, cooking plateforms and like in cement mortor (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite,including dismantling of existing granite including cement mortar bedding (but not backing) and rubbish off the premises including screed bed 20mm thick in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge

60 mm thick glossy rubber mould interlocking machine pressed precast concrete (paver blocks red & yellow colour topping) any shape finished type conforming to IS-15658-2006,M -35 Grade laid dry over and including 30 mm compacted sand bed, size & pattern of tiles all as directed by Engineer-in-Charge.

80 mm thick glossy rubber coloured designer interlocking machine pressed precast concrete paver block colour and pattern as approved by Engr-in-charge) strength not less than 350 kg/sqm any shape (tested as IS 1237-1980) laid dry over and including 30 mm compacted sand bed, size & pattern of tiles all as directed by Engineer-in-Charge.

Rendering 15 mm thick on fair faces of concrete surfaces, finished even and smooth (without using extra cement) in cement mortar (1:4) for roof treatment , complete all as specified and directed by Engr-in-charge.

Priming the roof surface with bitumenous primer conforming to IS-3384 @ 0.3 Ltr/Sqm and applying a coat of semi hot blown 85 / 25 grade blown bitumen @ 1.2 Kg / Sqm and thereafter supply and laying APP modified Polymeric membrane, five layered, of weight not less than 3 Kg per Sqm with centre layer core of 100 micron high molecular density polyethylene film and bonded completely to the surface with overlap of 10cm (overlap to be thermo fused by flame) followed by another coat of semi hot blown 85 / 25 grade bitumen @ 1.2 Kg / Sqm blinded with fine sand in dry condition @ 0.5 Kg/Sqm including 2 coats of bituminus aluminium paint, complete all as specified and as directed. Note :- Water proofing treatment will be done by manufacturer of APP membrane or through their authorised specialized agency which will further have to give a five years warranty for rectification of any defect if incurred at a later stage, otherwise no payment shall be made to the contractor if water proofing treatment is executed by engaging local labour.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) on walls in cement mortar (1:4), including integral WPC by wt of cement as per manufacturer instruction (NOTE : Supply only WPC will be measured and paid for separately), complete all as specified and directed by Engr-in-charge.

10mm thick rendering on fair faces of brick work or concrete surface in CM 1:6 finished even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge.

Rendering 5 mm thick on fair faces of concrete surfaces, finished even and smooth on ceiling,roof projection,chajja in cement mortar (1:3), complete all as specified and directed by Engineer-in-Charge.

Preparing of new plastered or un-decorated surfaces and applying three of white wash on ceiling, complete all as specified and directed by Engineer-in-Charge.

Preparing of new plastered or un-decorated surfaces and applying three of white wash on wall, complete all as specified and directed by Engineer-in-Charge.

Preparation of new plastered surfaces of walls and applying two coats of distemper with distemper oil emulsion white or tinted over including one coat primer, complete all as specified and directed by Engineer-in-Charge.

Preparation of new wooden or untreated wood surfaces of any description exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and directed by Engineer In Charge

Two coats of cement base paint over a coat of primer on new/undecorated wall surfaces including preparation of surfaces, complete all as specified and directed by Engineer-in-Charge.

Preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge.

Reinforced concrete pipes 150 mm dia, class NP2, laid and jointed complete with collars including dismanlting of broken/cracked RCC pipes and removing the same from site, complete all as specified and as directed by Engr-in-charge.

Concrete bed to drain pipes of bore 150 mm including packing under,and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate including necessary shuttering and supports complete all as specified and directed by the Engr-in-charge. Note:- (i) Thickness of bed below barrel of pipe -10 cm . (ii) Width of bed :- outer dia of pipe plus 30 cm.

75 mm bore PVC(SWR) floor trap with stainless steel grating including jointing to waste pipe fixed in cement with solvent cement, complete all as specified and directed by Engr-in-charge.

110 mm bore PVC(SWR) PIPES single socketed in any length with rubber ring joint laid in trenches, complete all as specified and directed by Engr-in-charge.

PVC (SWR) pipes of bore 110mm single socketed in any length with rubber ring joints fixed to walls with stack clapms and fixed with nut and bolts complete all as specified.

PVC (SWR) bends with access door any radius of bore 110 mm complete all as specified and directed by Engr-in-charge.

75 mm bore PVC(SWR) PIPES single socketed in any length with rubber ring joint laid in trenches, complete all as specified and directed by Engr-in-charge.

PVC (SWR) pipes of bore 75mm single socketed in any length with rubber ring joints fixed to walls with stack clapms and fixed with nut and bolts, complete all as specified and directed by Engr-in-charge.

PVC (SWR) bends with access door any radius of bore 75 mm., complete all as specified and directed by Engr-in-char

PVC (SWR) vent cowl 75mm bore, complete all as specified and directed by Engr-in-char

PVC (SWR) vent cowl 110mm bore, complete all as specified and directed by Engr-in-char

PVC (SWR) 75mm junction single, (Single T) equal or unequal, complete all as specified and directed by Engr-in-char

PVC (SWR) 110mm junction single, (Single T) equal or unequal, complete all as specified and directed by Engr-in-char

Vitreous china squatting pan, 'Orissa' pattern, size 580 x 440 mm white, with integral foot rests including replacement of 'P' or 'S' CI trap front or back excluding flushing cistern & flush pipe and lime concrete bedding and making good existing floor, complete all as specified and directed by Engineer-in-Charge.

Wash down water closet (Pedestal pattern), complete with Pedestal pan and trap, including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc.including Seat and cover for pedestal pan, complete all as specified and directed by Engineer-in-Charge. Make - CERA cat part No. 2080 (Camelia), Jaquar CNS-WHT-OP01 or equilvent of any approved make as per PS

10 ltrs PVC flushing cistern low level (white) with inlet, ball valve float and handle including PVC Connection and 32mm dia PVC long bend for squar pattern etc. set with concrete and making good to floor, complete all as specified and directed by Engineer-in-Charge.

Vitreous china wash hand basin white, flat back of size 550mmx400mm including waste chain and plug and porcelain stopper but including brackets CP Waste coupling,15mm x450mm long PVC connection, 32 mm dia PVC waste pipeand all waste fitting etc. , complete all as specified and directed by Engineer-in-Charge. Make:- CERA cat part No. 1008 (Cornet) for WHB & for pedestal Cat Part No 1108, Jaquar SLS-WHT-0611 F for WHB and SLS-WHT-1510 foe pedestal or equilvent of any approved make as per PS.

Vitreous China Urinal, half stall type, white (excluding flushing cistern, flush pipe ) but including cp urinal spreader with pvc connection 15mm size with PTMT nuts of length 450mm and PVC waste pipe of 32mm bore and CP waste Coupling, complete all as specified and directed by Engineer-in-Charge.Make- CERA/Hindware/ Parryware/Jaquar or equilvent make as per PS.

Chromium plated, 15mm pillar cock, fancy type Long Swan Neck single type cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed, complete all as specified and directed by Engineer-in-Charge.

Stainless steel soap tray as per sample fixed with wooden gutties and screws to wall surfaces, complete all as specified and directed by Engineer-in-Charge.

Sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12 cm wide with chromium plated bracket guard and railing 60 cm long., complete all as specified and directed by Engineer-in-Charge.

Health faucet CP Brass with 8mm dia ,1 mtr long flexible tube with wall hook, complete all as specified and directed by Engineer-in-Charge.

Angle cock 15mm chromium plated fittin as required at site and taking down existing unserviceable angle cock, complete all as specified and directed by Engineer-in-Charge.

Rotational moulded polythene water storage tanks 3 layer white colour (cylindered vertical closed top) hoisted and fixed in position including necessary connection nipple suitable for inlet, outlet and overflow pipes, all as specified in SSR Part –I of capacity of tanks 500 ltrs and including dismantling of existing unserviceable water tanks and remove from site, complete all as specified and as directed by Engr-in-Charge.

Steel tubes 15 mm bore, ‘medium grade’, galvanized with all fittings and fixed to walls and ceilings or laid in floors,and cutting chessing in wall and making good, complete all as specified and directed by Engineer-in-Charge.

Steel tubes 20 mm bore, ‘medium grade’, galvanized with all fittings and fixed to walls and ceilings or laid in floors and cutting chessing in wall and making good, complete all as specified and directed by Engineer-in- Charge.

Steel tubes 25 mm bore, ‘medium grade’, galvanized with all fittings and fixed to walls and ceilings or laid in floors and cutting chessing in wall and making good, complete all as specified and directed by Engineer-in- Charge.

XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 2 core in trenches/floor/pole/GI pipe complete including cutting of bituminous road/chasing to any surface and making good to the disturbed surface to match the existing.

Dry coarse sand as cushioning to under ground cable provided with layer of 8 cms deep before laying the cable and 15 cms deep after laying and stretching the cable and punned to 18 cm thick , complete all as specified and as directed. Note : Only punned thickness shall be measured for payment purpose

Sub class ‘B’ old size well burnt bricks, laid flat in trenches as protection to cable complete all as specified and as directed.

GI tubes light grade 40 mm bore with all fitting/acessories for protection of cable on pole/wall and under road crossing including clamps, nut bolt etc and including sealing end of pipe with bituminous preformed wooden gutties complete all as specified and directed by engr-in-charge.

Point wiring concealed with 1.5 Sqmm copper conductor cable (multistrand) PVC insulated FRLS (unsheathed), drawing in and including PVC concealed conduit 20 mm dia,cutting chases wall & ceiling and making good to disrurbed surface of wall ,ceiling etc,having wall thickness not less than 1.50 mm with sunk cast iron/pressed steel terminal boxes made out of 1.2 mm thick sheet including one coat red oxide primer on internal and external surface covered with 3 mm thick hylam brand IS-2036 marked laminated sheet cover (for mounting switches, sockets, regulators etc), including 1.5 Sqmm PVC insulated (multistranded) FRLS copper conductor continuous earth wire for one light /Fan point/Exhaust fan controlled by one switch one way complete all as specified and directed.

All as per item Srl No 105 herein before but for 3 pin socket outlet 5 Amps on same board, complete all as specified and directed by Engr-in-charge.

All as per description of Serial item No 105.00 here-in-before but one 3 pin 5 Amp socket outlet on Independent board, complete all as specified and as directed by Engr-in-Charge.

Description all as per srl item no 105 above but for one 3 pin socket outlet 5 Amp on independent board but below switch board of light point in the same vertical plane with cable 1.5 Sqmm size, complete all as specified and directed by Engr-in-charge.

All as per description of Serial item No 105 here-in-before but one 3 pin 5/15 Amp socket outlet on independent board with PVC insulated, unsheathed FRLS cable 2.5 Sqmm copper multistrand conductor, along with PVC insulated and unsheathed FRLS 1.5 Sqmm multistrand copper conductor earth wire connected to common earth and earth dolly complete, complete all as specified and as directed by Engr-in-Charge.

Switch piano flush button single pole one way 5/6 Amp, 240 Volts, complete all as specified and as directed by Engr-in-Charge.

Switch socket combination 5 Amps, suitable for 240 V, 50 Hz, AC supply , complete all as specified and directed by Engr-in-charge.

Switch socket combination 5 / 15 Amps, suitable for 240 V, 50 Hz, AC supply , complete all as specified and directed by Engr-in-charge.

Ceiling Rose Surface backilte 65x20mm size two/three terminal ISI marked complete

LED Bulk head (6500K) fitting of 12Watt surface mounting type extruded aluminium body with diffuser complete with testing fixed in replacement, complete all as specified and directed by Engr-in-charge. Make :Wipro Cat part no-DA11265/C&S cat part no-LTB12WLED or equivalent model of Havells or SYSKA

Slim linear LED lighting fixture 20 watt,6500K LED batten, with full base of extruded aluminium section acting as a heat sink with closed back, isolated driver, complete making all connection using 1.5 sqmm copper conductor multistrandard PVC insulated 2 core flexible cable with flexible PVC pipe from ceiling rose to fittings , complete all as specified and directed by Engr-in-charge. Make:-Wipro Cat part no-D532065 /SYSKA Cat Part no-SSK-ALB-20W or equivalent model of Havells/C&S

Slim linear LED lighting fixture 8/10W watt 6500K LED batten, with full base of extruded aluminium section acting as a heat sink with closed back, isolated driver, complete making all connection from ceiling rose to fittings including testing , complete all as specified and directed by Engr-in-charge. Make-Wipro Cat part no-D531065/ SYSKA Cat part no-SSK-T5-8W or equivalent model of Havells/C&S

LED street light fitting 20W new generation energy saving & environmental friendly long life versatile pressure die-cost aluminium IP66 with acrylic with heat resistant toughened glass, corrosion resislant complete making all connection with MCB SPN alongwith MCB Box enclosura complete with testing, complete all as specified and directed by Engr-in-charge. Make :Wipro Cat part no-D912065/C&S cat part no-LTESSI20WLED or equivalent model of Havells/SYSKA

Single pole and neutral sheet steel powder coated Distribution board for MCBs fitted with bus bar , Neutral link ,Earth Bar and Din rail suitable for use on 240 V, 50 Hz supply double door SP&N DB system 8 ways , complete all as specified and directed by Engr-in-charge Make:- Legrand cat pt no-5076 11or equivalent of make schneider(Acti-9)/Siemens(Betagard-8GB 32).

Sheet metal enclosures for distribution board when MCB to be used SPN ( Single pole and neutral ) 4 way, 240 Volts, sheet metal powder coated, IP 42 protection with 200 Amps rated bus bar, double door type, Complete all as as specified and directed by Engr-in-charge

MCB SP 6 to 32 Amp, 240 volts, 50Hz, C series of breaking capacity 10 KA , complete all as specified and directed by Engr-in-charge. Make :Legrand Product code no-408587/408590/408592/408593/408594 or equivalent in Schinder/Seimens.

MCB SPN 40 to 63Amps 'C' series 240V ,50Hz,10kA lighting and other domestic loads incl all termnials, fitting etc. fixed in repair, complete all as specified and directed by Engr-in-charge. Make: Legrand (DX-3) cat no- 408637, 408639 or equivalent of make schneider(Acti-9)/ Siemens(Betagard- 5SL4).

Heavy duty turbo force single phase Exhaust fans 900 rpm of 300mm complete with louver heaving aluminium / sheet metal flap with thickness not less than 1.00mm and mounting assembly including fixing exhuast fan with grouting of nut & bolts, Complete all as as specified and directed by Engr-in-charge Make:-Havells turbojet SP/equivalent of make Crompton Greeves Model EXH-300 /Bajaj model suprem Plus

Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6.0mm thick buried directly in ground, (Earth pit not less than 2.25 mtr deep below ground level) with top edge of plate not less than 1.5 mtr below normal ground level, connected to and including 4 mm dia galvanised earth lead wire by means of bolts, nuts, check nuts and washers of galvanised standard iron or steel all as specified or indicated in electrical plate no 3 of MES Part-I, fixed in replacement, complete all as specified and directed by Engr-in-charge. Including testing on completion including the material and labour of the following :- (a) Excavation and earth work for drilling hole for electrode in any type of soil. (b) PCC pit in cement concrete 1:2:4 type B-1. (c) Precast RCC cover with suitable handle 40 mm thick in PCC 1:2:4 type B-1, reinforced with welded steel wire fabric weighing not less than 1.87 Kg/Sqm. (d) Funnel with watering pipe of GI 20 mm nominal bore medium grade and copper lugs etc all as specified. (e) 15 mm nominal bore light grade GI protection pipe 5 mtr long for protection of earthing lead from mechanical injury or tempering. (f) Requisite quantity of common salt and charcoal. (g) Testing of earthing. Note : (a) On testing after completion of earthing, if the desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk and cost to the entire satisfaction of the Engineer-in-Charge. (b) The contractor shall quote his rate considering taking down cost of existing unserviceable earthing.

SINGH CONST CO

MADAN LAL SHARMA AND SONS