PROVISION OF CERTAIN LBW AND RW WORKS AT BASE HOSPITAL AND CMDC (CC) UNDER GE E/M LUCKNOW

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep & getting out in soft/loose soil including removal of surplus spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point, complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Soft/ Loose soil for foundation, trench of cables, pipes etc or for shaft, wells, manholes n exc 10 Square Metre on plan and getting out including trimming the sides and forming bottom surfaces to required levels, complete all as specified and directed by Engineer-in-Charge.

Excavation in post holes (or similar holes) each not exc. 0.5 Cubic Metre and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc. 25 cm, watering and removing surplus spoil to a distance not exc. 50 m and making good surface in soft / loose soil , complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the cables have been laid and tested, complete all as specified and directed by Engineer-in-Charge.

Removing excavated soil to a distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.

Hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.

Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in foundations filling and mass concrete or in sub base to floor, complete all as specified and directed by Engineer-in-Charge.

Plain Cement Concrete 1:3:6 type C-1 (using 20 mm graded stone aggregate) in any thickness size and shape including pilasters, buttress, column, pillar, post (including caps and bases etc , complete all as specified and directed by Engineer-in-Charge.

Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) as in coping, padding and bed block ,benching etc including weathering, slightly rounded or chamfered angles and throating including necessary formwork , complete all as specified and directed by the Engineer in Charge.

Brickwork with Brickwork with Fly ash bricks (bricks shall be burnt clay flyash building bricks as per IS- 13757), straight or curved on plan exceeding 6.0 m mean radius built in cement sand mortar 1:6 ,complete all as specified and as directed by Engineer -in-Charge

Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc. and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting n.exc 10 cm cm girth in stone concrete block/ slab wall/ concrete floor ,complete all as specified and as directed by Engineer -in-Charge

Use & waste of for 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 etc for rough finished surfaces of concrete,complete all as specified and as directed by Engineer -in-Charge

Use & waste of form work to sides of Square, rectangular or polygonal pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete,complete all as specified and as directed by Engineer -in-Charge

Use & waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders,bresumers, lntels, cantilevers, shelves including supports, overhangs, chajjas etc. also splays between floors and beams etc., surfaces finished rough in forms , complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to soffits of suspended slab of concrete such as roof slabs, floor slabs, cover slab, shelve, landings and similar works n.exc 200 mm thick (horizontal or sloping); with rough finished surfaces of concrete flat surface, complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to edges of concrete flats, roof exc 5 cm wide and n exc 10 cm wide for rough finished surfaces, complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia, complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 6 to 8 mm 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 0.90 mm dia. or higher , complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 5mm dia. and over up to and including 10 mm dia. in stirrups, 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 0.90 mm dia. Or securing with clips , complete all as specified and directed by the Engineer in Charge.

Reinforced Cement concrete 1:2:4 ( nominal mix) type B1 as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete 1:2:4 ( nominal mix) type B1 using 20mm graded stone aggregate as in columns, pillars, piers, posts ans stuts , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete 1:2:4 ( nominal mix) type B1 using 20mm graded stone aggregate as in beams, cantilevers, bressumers, lintels over 1.5 m span , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely. complete all as specified.

Reinforced Cement concrete 1:2:4 ( nominal mix) type B1 using 20mm graded stone aggregate as in slabs supported on wall beam and column in floor slabs and roofs landing deck slabs and in shelves, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Factory made solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing on Page 160 of SSR Pt-II ,complete all as specified and directed by the Engineer in Charge.

Factory made solid panel PVC Door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail,lock rail and bottom rail on either side as gap insert for top rails, bottom rail,panelling of plain colour PVC sheet to be fitting in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement, supply & fixing in the frame at site as per specification and drawing on Page No 156 of SSR Part-II Rates,complete all as specified and directed by the Engineer in Charge.

Aluminium Anodised aluminium partition with 12mm thick prelaminated particle board at bottom panel and 5.5.mm thick glass on top panel including glazing clip and neosprene rubber beading , complete all as specified and directed by Engineer -in-charge. Note: Rate of Glass and 12 mm thick prelaminated particle board shall be included in the rate quoted by the contractor against above item.

Aluminium Anodised ventilator curved shaped with reflective type glass at bottom panel and wire cloth of 0.46 mm nominal dia of wire and average width of aperature 1.40 mm on top panel, aluminium section weighing 0.55 Kg/m including necessary joining cleats, glazing clips rubber neoprene packing, hinges, anodised aluminium snap beading screw ,complete all as specified and directed by Engineer -in-charge. Note: Rate of Glass and stainless steel jali shall be included in the rate quoted by the contractor against above item.

Aluminium Anodised door shutter, aluminium section weighing 0.55 Kg/m incl necessary joining cleats, glazing clips rubber neoprene packing , Handle 2 Nos in each door, hinges, anodised aluminium snap beading screw , complete all as specified and directed by Engineer -in-charge.

Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 ,complete all as specified and directed by the Engineer in Charge.

Extruded aluminium alloy handles of size 125 mm, fabricated type anodized ,complete all as specified and directed by Engineer-in- Charge.

Aluminum anodizes barrel tower bolts of extuded section and fixed of 200 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge

Aluminum alloy, anodized, 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 aluminum alloy and fixed length of bolt 300mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked ) , complete all as specified and directed by Engineer-in-Charge.

Aluminum alloy, anodized, 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 aluminum alloy and fixed length of bolt 250mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked ) , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete type C1 (1:3:6), using 20 mm graded crushed stone aggregate,75 mm thick , as in path / plinth protection/paving laid in slope in 1:30 in panels n exc 2m long concrete surfaces finished even and smooth without using extra cement including making joints between panel to panel and filling the same with bitumen mastic bitumen & sand mixture in a ratio 1:3 , complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:5:10), type E-2, using 40 mm graded mechanically crushed stone aggregates as in sub base 100 mm thick , complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in sub base 75 mm thick , complete all as specified and directed by the Engineer in Charge.

First quality glazed ceramic coloured tiles of 350x250x7/450x350x7 mm thick, laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles ,complete all as specified and directed by Engineer-in- Charge.

First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 Sq.m but not exceeding 0.38 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles ,complete all as specified and directed by Engineer-in- Charge.

Factory made Machine pressed PCC intelocking tiles 60mm thick M-35 Grade (rubber laminated finish) of size and shape as approved, laid dry over and including sand not less than 40 mm thick, interstices filled in floors/pathway , laid bedded and pointed in cement mortar ,complete all as specified and directed by the Engineer in Charge.

Factory made Machine pressed PCC intelocking tiles 60mm thick M-35 Grade of size and shape as approved, laid dry over and including sand not less than 40 mm thick, interstices filled in floors/pathway , laid bedded and pointed in cement mortar ,complete all as specified and directed by the Engineer in Charge.

Rendering 15mm thick on fair faces of brick wall or concrete surface in cement mortar 1:4 finished even and fair without using extra cement, complete all as specified and directed by Engineer-in- Charge.

Rendering 15mm thick on other than fair faces of brick wall or concrete surface in cement mortar 1:4 finished even and fair without using extra cement, complete all as specified and directed by Engineer-in- Charge.

Rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement using in and including integral water proofing compound 2 % by weight of cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 10mm thick on other than fair faces of brick wall or concrete surface in cement mortar 1:6 finished fair and even without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 10mm thick on concrete surface in cement mortar 1:6 finished even and smooth without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 5mm thick on ceiling in cement mortar 1:3 finished fair and even without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

Prepartion of newly plastered or unplastered surfaces of ceiling and applying three coat of white wash ,complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered surfaces and applying two coats of oil bound disemper over one coat of oil base primer on walls surface over and including a thin layer of wall care putty ,complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered or unplastered surfaces of walls by brooming down and priming plastered and other surfaces with and applying two coats of cement base paint over a coat of cement paint primer (before application of cement base paint) ,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 & applying two coats of synthetic enamel paint (of approved shade) over a coat of red oxide zinc chrome primer, complete all as specified and directed by Engineer-in-Charge.

Steel water tubeing, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubing, 20 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors ,complete all as specified and directed by Engineer-in- Charge.

Rotational moulded PVC, double layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve ,complete all as specified and directed by Engineer-in- Charge.

Brass valves, high pressure, with polythene float and fly nut ,20mm dia , screwed for iron pipes or brass ferrule and fixed in PVC OHT tanks ,complete all as specified and directed by Engineer-in- Charge.

Wash basins, vitreous china, white, flat back of size 550x400 mm including brackets and cutting for and pinning in ends in brackets or erecting stand ,32mm dia waste fittings, brass, chromium plated with long screwed shanks and fly nuts, 32mm dia LDPE waste pipe of pressure rating 6 Kg/Cmsq and including new M S brackets including waste coupling of PTMT (half or full threaded) for 32/40mm dia ,complete all as specified and directed by Engineer-in- Charge.

Central wash basin mixer 15mm dia cast copper alloy chromium plated, screwed down high pressure with or without lettered 'Hot' or 'Cold' with long screwed shanks & fly nuts screwed for iron pipe (bore of pipe 15mm) , complete all as specified and directed by the Engineer in -Charge

PVC connection of PTMT ,non corrosive with nuts and washers on both ends,450mm long suitable for 15 mm bore fixed , complete all as specified and directed by the Engineer in -Charge.

Vitreous China wash down water closet pan ( padestal pattern Water Closet Cat No.20012, white) , ( excluding fixing bolts, flushing cistern and flush pipe) , including connection to drain ( or outgoing pipe) and to flushing pipe , etc. , complete all as specified and directed by the Engineer in -Charge.

Health faucet CP with 15 mm dia minimum 900 mm long flexible pipe and hanging hook ,complete all as specified and as directed by Engineer-in- Charge.

Soap dish brass chromium plated fixed with rawl plugs ,complete all as specified and as directed by Engineer-in- Charge.

Tubular towel rail 20mm dia D type,brass chromium plated 60 cm long between flanges ,complete all as specified and as directed by Engineer-in- Charge.

PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level , complete all as specified and directed by the Engineer in -Charge

Bib taps for 15 mm bore pipe, cast copper alloy chromium plated fancy type with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed , complete all as specified and directed by the Engineer in -Charge

Stop valves 15 mm bore concealed type ISI Marked, cast copper alloy,screwed down,high pressure,with crutch or butterfly handle,screwed both ends for iron pipe or for unions and fixed, complete all as specified and directed by the Engineer in -Charge

Stop cock 15 mm bore , ISI Marked, cast copper alloy,screwed down,high pressure,with crutch or butterfly handle,screwed both ends for iron pipe or for unions and fixed, complete all as specified and directed by the Engineer in -Charge

Grating doom PTMT 100mm dia of plated with waste hole/without hole as required fixed (minimum weight 20 gm each) ,complete all as specified and as directed by Engineer-in- Charge.

Gun-metal, globe or gate valves 20mm dia , with iron wheel head, screwed both ends for iron pipe and fixed to 20mm dia GI tube ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints laid in trenches or in floors ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 75mm bore single socketed in any length with ruber rings joints laid in trenches or in floors ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) Floor trap of 75 mm outlet plain with grating including jointing with solvent cement including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) , complete all as specified and directed by Engineer -in-Charge.

PVC ( SWR) junction single , ( Single T) equal or unequal with access door ,110 mm bore ,complete all as specified and directed by Engineer-in- Charge.

PVC ( SWR) junction single , ( Single T) equal or unequal with access door ,75 mm bore ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) vent cowl 75 mm bore ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) bends any radius 110mm bore fixed ,complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) bends any radius 75mm bore fixed ,complete all as specified and directed by Engineer-in-Charge.

Cutting into walls of existing manholes for connecting new drain pipe 110 mm dia bore, making good to wall in CM (1:3)/ PCC (1:2:4) after inserting pipe, cutting out benching & forming branch channel (1/2) round or (3/4 section) in cement concrete (1:2:4) type B-1, reforming benching as required and rendering smooth finished, including removal of rubbish outside MoD land, complete all as specified and directed by the Engineer-in-Charge.

Dismantling steel post or struts any section, including taking out embeded portion and making good disturbed ground, post embededd in concrete,complete all as specified and directed by Engineer-in-Charge.

Dismantling expanded metal, any thickness or mesh, fixed with steel or wood fillets of any weight not exceeding 4 kg sqm,complete all as specified and directed by Engineer-in-Charge.

Mild Steel angle iron for post and flat iron, or other steel section or core for wooden hand-rail straight portion drilled including embedded in concrete and screwing etc., posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for scuring wire mesh etc). including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-290 Gde E-165,complete all as specified and directed by Engineer-in-Charge. Note:- Earth work and concrete shall be measured and paid for separately under respective item of this schedule.

M S work as Framed works such as grills, gratings etc with ends of bars shouldered and/or riveted, or forged into spikes,framed guard bars barred iron doors ladders, framed balusters walk ways railing, framed work of water tanks, framed and hung as gates including pintle hinges, stops, hand made sliding sliding bolts etc ,cdrilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 ,complete all as specified and directed by Engineer-in- Charge.

Mild steel bolt 10 mm dia of shank factory made with hexagonal or square heads at one end and screw the other to be fitted with washer etc Mild steel screw bolts (machine made) 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, n exc 5cm long , complete all as specified and as directed by the Engineer-in-Charge. Note-Length of ordinary bolts shall be measured from the underside of the head to the end of shank)

Supply only chain link MS galvanised fencing of size 100x100x3 mm , complete all as specified and as directed by the Engineer-in-Charge.

Fixing only chain link galvanised wire fencing mesh size or with 3 mm nominal dia and both ends without knuckling/ twisting, fixed to flat iron rails with RCC/Angle iron post , complete all as specified and directed by Engineer-in-Charge. Note:- Supply of chain link and mild steel galvanised line wire shall be measured and paid separately under respective item of this schedule .

Expanded metal, cut to length , bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia.or fixing with galvanised steel staples supplied and fixed complete to wood or steel members(not exc 4 Kg/sqm) ,complete all as specified and directed by Engineer-in- Charge.

Supply only 4mm dia plain mild steel wire, galvanised class 3 , in fencing including straining and fixing to steel posts and/or to straining bolts as directed. (each line of wire to be measured) ,complete all as specified and directed by Engineer-in- Charge.

Joist channel angle, or tee sections fixed independently without connecting plate etc (cut to ordinary length i.e within 20mm of the length indicated) of Fe-410 (Gde E-250 quality B) for fencing post and similar work, complete all as specified and directed by Engineer-in-Charge.

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

Expanded metal, cut to length , bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia.or fixing with galvanised steel staples supplied and fixed complete to wood or steel members(not exc 4 Kg/Square Metre) ,complete all as specified and directed by Engineer-in- Charge.

Suspended ceiling, comprising 12.5 mm thick reinforced gypsum plaster boards Conforming to IS-2095 , GI perimeter channels, intermdiate channels, etc. including finishing the exposed surfaces with Oil bound distemper two coats including , complete all as specified and directed by Engineer-in-Charge.

Supplying, installation,testing & commissioning of all weather air cooled split ( dual mode) unit air conditioners electric driven single phase 230 volt AC of capacity 1.5 TR including 'L' type mounting bracket made out of sheet steel of suitable gauge, nuts, bolts and washer etc. including marking of SM/MES No & AGE E/M (Hosp) with suitable size letters of black enamelled paint. including making good of disturbed surfaces of wall and matching it with existing shade all as direcetd by EIC at site., complete all as specificed and directed by Engineer-in-Charge. Note- Extra length of copper pipe drain pipe and Main lead required is deemed to be included in the quoted rate and will be provided by the contractor without any extra cost. Make : LG Cat No:LSA24ARSFH1 or any other equivalent model of Hitachi / Daikin / Carrier / Bluestar

Supply and fix Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 4 KVA , complete all as specificed and directed by Engineer-in-Charge. Make : Bluebird / Servel / V-Guard

Sub main wiring (concealed type ) with two single core 4 Sqmm FRLS PVC insulated and unsheathed 1100 volts grade cables with stranded copper conductor cable drawn through in and including 25 mm dia rigid non metallic PVC conduit and conduit accessories including one single core 2.5 Sqmm FRLS PVC insulated unsheathed stranded copper earth cable connected to common earth dully complete and including cutting chasing in walls for concealed wiring using machine cutting and making good the disturbed surface, complete all as specified and directed by Engineer-in-Charge. Note : (i) 2 run of 4 Sqmm ,1 run of PVC conduit & 1 run of 2.5 Sqmm cable will be measured as single run. (ii) Extra length of cables/wire required for connection to MCBs shall not be measured and paid separetly the rate quoted by contractor per unit shall be deemed to be included in the quoted rate of this item.

Sub main wiring (concealed type ) with two single core 6 Sqmm FRLS PVC insulated and unsheathed 1100 volts grade cables with stranded copper conductor cable drawn through in and including 25 mm dia rigid non metallic PVC conduit and conduit accessories including one single core 4 Sqmm FRLS PVC insulated unsheathed stranded copper earth cable connected to common earth dully complete and including cutting chasing in walls for concealed wiring using machine cutting and making good the disturbed surface, complete all as specified and directed by Engineer-in-Charge. Note : (i) 2 run of 6 Sqmm ,1 run of PVC conduit & 1 run of 4 Sqmm cable will be measured as single run. (ii) Extra length of cables/wire required for connection to MCBs shall not be measured and paid separetly the rate quoted by contractor per unit shall be deemed to be included in the quoted rate of this item.

SPN enclosure with two pin earth plug and socket complete with one single pole MCB SP 20 Amp as in replacment ,complete all as specified and as directed by Engineer-in- Charge.

Distribution box epoxy powder coated ,SPN 8 way, 240 V, with 200 amps rated bus bar, 240 Volts for MCBs, grouted flush to walls complete with IP 43 and metal double door ,complete all as specified and directed by Engineer-in- Charge.

MCB SP, 6 to 32 Amps, 240 Volts to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.

M/s Reliable Electromech Systems