PROVISION OF BOX TYPE CULVERT NEAR MES PUMP HOUSE UNDER LBW, PROVISIONING OF ADDITION AND ALTERATION TO HANGER 3 IN TECHNICAL POSITION AREA AT INS KALINGA AND PROVISION OF UNIT SHOPS AT RESIDENTIAL COLONY OF NAD BHEEMUNIPATNAM

Amount

Demolition of unreinforced cement concrete in ground floor and pavings n. exc. 15cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge.

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

Dismantling of old timber scantling under 40 Sq cm in section in any position (framed work) and removing material from site of work complete all as directed.

Taking down cement plaster of any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc built in cement mortar complete all as specified and as directed by the Engineer-in-Charge.

Taking down chowkhats or frames n. exc. 1.5 Sq.m. each but with shutters (without taking off shutters from the frames) complete all as specified and as directed by the Engineer-in-Charge.

Taking down chowkhats or frames with shutters (with out taking off shutter from frame) exc 1.5 sq. m but n exc 4 sq. m each complete all as specified and directed.

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

Taking down existing water proofing treatment on roof slab i.e. APP Membrane including cement plaster complete all as specified and as directed by the Engineer-in-Charge.

M&L for Providing and injecting chemical emulsion for post constructional anti termite treatment along the external wall below concrete or masonry apron using chemical emulsion @2.25 litres per linear metre including drilling and plugging holes etc in apron complete all as specified and as directed.

S & F Rolled sections as in main and cross beams, hip and jack rajters,purlin where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates conforming Fe-410W (Gde-E-250) quality -A complete all as specified and as directed

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by the Engineer-in-Charge.

Dismantling of wall and ceiling boards (fiber, pulp, insulation, etc) or insulation boards/ slabs/ blankets, any thickness, including cover fillets and removing materials from site of work complete all as directed.

Surface excavation n. exc. 30cm deep and averaging 15cm deep and getting out in soft or loose soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation over areas, n. exc. 1.5m deep and getting out in hard/dense soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation over areas, exc. 1.5m but n. exc. 3.0m deep and getting out in hard/dense soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches n. exc.1.5m wide and n. exc. 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 Sq.m. on plan and n. exc. 1.5m in depth and getting out in hard and dense soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation in trenches n. exc.1.5m wide and n. exc. 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 Sq.m. on plan and n. exc. 1.5m in depth and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.

Earth filling under floor spreading and levelling in layers n.exc 25cm thick including well ramming including watering as required complete all as specified and as directed.

M & L 6mm thick asbestos cement building board fixed to timber frame work with screws in ceiling including preparation of new AC surfaces and applying three coats of white wash on ceiling complete all as specified and as directed.

M&L for post construction anti termite treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia. holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25cm complete all as specified and as directed by the Engineer-in-Charge.

Removing loose and broken concrete by chiselling upto a depth of 80 to 100mm from columns ,beams and similar structural members ,cutting edges, cleaning the dismantled portion with wire brushes etc and picking to remove dust ,dirt and other foreign particles etc and washing with clean water at desired pressure and removing debris to a distance not exc 50 Metres ,complete all as specified and directed.

Removing excavated soil to a distance n. exc. 50m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.

M&L for hardcore of gauge n. exc. 63mm, deposited, spread and levelled in layers n. exc. 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge.

M&L for 75mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in sub base for flooring complete all as specified and as directed by the Engineer- in-Charge.

M&L for 75mm thick PCC 1:3:6 type C2 (Using 40mm graded stone aggregate) as in plinth protection finished even and fair complete all as specified and as directed by the Engineer- in-Charge.

M&L for applying one coat of anti-corrosive primer all as per manufacturer's instructions to the exposed reinforcement to the full circumference and length of bar in the area prepared vide item sl no: 23 here in before, so as to form unbroken 40 micron thick film using Nitozine primer of M/s Fosroc or techno-commercially equivalent in MC Bauchemie or S. Beck, complete all as specified and directed.

M&L for Non shrink cementitious micro concrete mixed with 12.5mm grade stone aggregate using Renderoc RG of M/s Fosroc or techno-commercially equivalent , by weight((18kg of aggregate:25 kg of Rendroc RG)all as per Mfr's instructions ,laid to an average thickness of 80mm to 100mm on surfaces of columns ,beams and similar structural members prepared vide item sl No: 23 herein before with and including use and waste of watertight formwork, complete all as specified and directed.

Applying one coat of epoxy bonding agent of M/s FOSROC or techno-commercially equivalent, complete all as per Mfr's instructions ,on old concrete surfaces prepared vide srl Item No: 23 here in before with and including use and waste of watertight frame work to facilitate pouring of micro concrete ,complete all as specified and directed.

M&L for applying polymer modified mortar, 40mm thick, in two layers using Nitobond SBR of Fosroc or techno-commercially equivalent in the ration of 1:1:3 (1 Ltr SBR+1 Ltr water+3kg of cement) to ceiling surfaces ,complete all as per Mfr's instructions ,complete all as specified and directed.

M&L Asbestos cement serrated ridge for corrugated or semi corrugated sheets fixed with L type or J type or cranked hook bolts

Fixing only 6MM thick asbestos cement corrugated or semi corrugated sheets in roofs, walls etc,fixed with L type or J type or cranked hook bolts

M&L for 50mm thick PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in flooring and finishing surface even and smooth using extra cement complete all as specified and as directed by the Engineer- in-Charge.

M&L for 25mm thick PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in sub base/flooring and finishing surface even and smooth using extra cement complete all as specified and as directed by the Engineer- in-Charge.

M&L PCC (1:2:4) type B-1 (20mm stone aggregate) as in coping complete all as specified and as directed.

M&L for PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC 1:3:6 type C2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L precast cement concrete 1:3:6 type C-1 using 20mm graded stone aggregate as in block masonry with solid blocks exceeding 10cm in width and set in cement mortar 1:6 complete all as specified.

M&L for RCC M-30 design mix controlled concrete (Using 20mm graded granite stone aggregate) as in footings, plinth beams and the like complete all as specified and as directed by the Engineer-in-Charge.

M&L for RCC M-30 design mix controlled concrete (Using 20mm graded granite stone aggregate) as in columns and pillars complete all as specified and as directed by the Engineer-in-Charge.

M&L for RCC M-30 design mix controlled concrete (Using 20mm graded granite stone aggregate) as in lintel beams, roof beams and the like complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced Cement Concrete M-30 design mix controlled concrete (Using 20mm graded granite stone aggregate) in slabs supported on walls and the like complete all as specified and directed.

M&L for Reinforced Cement Concrete M-30 design mix controlled concrete (Using 20mm graded granite stone aggregate) in chajjas and the like complete all as specified and directed.

M & L reinforced cement concrete M-30 (Design Mix Concrete) using 20mm graded aggregate in foundations, including rafts, footings, plinth beams, bases for columns, etc. basement slabs, under reamed piles and mass concrete complete all as specified and as directed. (Note:- Reinforcement and form work will be measured and paid separately)

M & L reinforced cement concrete type B-1, 1:2:4 (using 20mm graded stone aggregate) as in slab supported on walls, beams and columns in floors, roof, landings, deck slabs and in shelves and the like complete all as specified and as directed.

M & L plain cement concrete M-30 (Design Mix Concrete) 50 mm thick using 20mm graded stone aggregate in paving, surface finished broom finish complete all as specified and as directed.

M&L for precast RCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in landings, cover slabs (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L for concrete bed to drain pipes of size 600mm dia. including packing under and completely surrounding pipes with plain cement concrete 1:4:8, type D2 (40mm graded stone aggregate) after they are laid and tested complete all as specified and as directed by the Engineer-in-Charge.

M&L for brickwork with fly ash bricks, straight or curved on plan exc. 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L for brickwork with fly 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 the Engineer-in-Charge.

Use and waste of formwork to sides of foundation/ footings, plinth beams and similar work for rough finished surfaces complete all as specified and as directed by the Engineer-in-Charge.

Use and waste of formwork to sides of columns and pillars for fair finished surfaces complete all as specified and as directed by the Engineer-in-Charge.

Use and waste of form work to soffits of suspended slabs such as roof slabs, floors slabs, landings and similar work, not exceeding 200mm thick for fair finished surfaces complete all as specified and directed.

Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for fair finished surfaces complete all as specified and as directed by the Engineer-in-Charge.

Use and waste of formwork to sides and soffits of chajjah, lintel, shelves of slab/ beams and similar work including supports, overhangs, etc finished rough surfaces of concrete flat complete all as specified and as directed.

S&F reinforcement TMT steel bars of 10mm dia. and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia. or securing with clips or welded complete all as specified and as directed by the Engineer-in-Charge.

S&F reinforcement TMT steel bars 6mm to 8mm dia. cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia. or securing with clips or welded complete all as specified and as directed by the Engineer-in-Charge.

All as per item No. 58 above but 5mm dia. and over upto and including 10mm dia. as in stirrups, spacers and binders.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including form, moulds, mitred/stopped ends etc complete all as specified & directed.

M&L for reinforced concrete pipes class NP-3 laid and joined complete with collars 600mm dia bore

Use and waste of form work to faces of walls, retaining walls, abutments, parapets and stair case railing and similar work including attached pilasters, buttresses etc vertical or to better rough finished surfaces of concrete complete all as specified and as directed.

M&L for anodised powder coated aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified (minimum thickness of powder coating 50 micron) complete all as specified and as directed by the Engineer-in-Charge.

S&F anodised powder coated aluminium window and ventilator shutters, sliding type without sash bars, aluminium sections including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws and suitable anodised aluminium handles and rollers complete all as specified (minimum thickness of powder coating 50 micron) complete all as specified and as directed by the Engineer-in-Charge.

S&F anodised coloured aluminium grill of design No.DG-117, 10mm thick of DECOGRIL or equivalent make as approved by GE fixed with and including 'F' sections complete all as specified and as directed by the Engineer-in-Charge.

S&F aluminium alloy wire cloth, 0.45mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminium wire staples complete all as specified and as directed by the Engineer-in-Charge.

S&F mild steel bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required, hooks (stay), heavy, for large gates; hook and pintle hinges, large hasps and staples, chains, hand made sliding bolts, clamps; hold fasts, wall ties, hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts, two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and as directed by the Engineer-in-Charge.

M&L for framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways railings, framework of water tanks and similar work conforming to Fe 290 Gde-E-165 for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc for ornamental and intricate design complete all as specified and as directed by the Engineer-in-Charge.

M&L for non skid/matt finish ceramic tiles 7mm to 8mm thick area of each tile exc. 0.18 Sq.m. but n. exc. 0.38 Sq.m., in floors etc.set and jointed in neat slurry and pointed in white or coloured cement to match for joint free over screed bed or bedding layer 15mm thick in CM 1:4 for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge.

M&L for non skid/matt finish ceramic tiles 7mm to 8mm thick size of each tile600mm X 100mm, in vertical surfaces(skirting) etc.set and jointed in neat slurry and pointed in white or coloured cement to match for joint free over screed bed or bedding layer 10mm thick in CM 1:4 for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L for rendering 5mm thick on ceiling plaster of concrete surfaces in CM 1:3 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L 15 mm thick rendering on fair faces of brick/concrete surfaces in cement mortar 1:4 in two layers, finished even and smooth without using extra cement and mix with water proofing compound on top layer as per manufacturer instruction complete all as specified. (Note :- Supply of WPC will be measured and paid separately under appropriate item).

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:3mixed with water proofing compound as per manufacturer's instructions finishing the surface even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Note: WPC will be measured and paid separately

M&L for APP based polymeric membrane minimum weighing 3 Kg/Sq.m. and minimum 3mm thick reinforced with polyester non wove fabric (weight not less than 150 gms/Sq.m.) laid on primed surface after applying a coat of blown bitumen 85/25 grade @ 1.20 Kg/Sq.m. over bitumen primer @ 0.50 Kg per Sq.m. by forced application, applying another coat of hot blown bitumen 85/25 grade @ 1.20 Kg per Sq.m. over water proofing membrane and applying a coat of solar reflective bituminous aluminium paint @ 0.10 Kg per Sq.m. all as per the manufacturers instructions, complete all as specified and directed by the Engineer-in-Charge.

Supply only Integral Water Proofing Compound (ISI marked) of approved make.

S&F second class hard wood of 35mm thick plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers and fitted to chowkats complete all as specified and as directed by the Engineer-in-Charge.

S&F 30mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides with 6mm thick teak wood beading all round complete all as specified and as directed by the Engineer-in-Charge.

S&F 25mm thick second class hard wood glazed and skeleton shutters, 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 chowkats complete all as specified and as directed by Engineer-in-Charge.

M & L for treating the backfill in contact with the foundation at the rate of 7.5 Ltrs of anti termite emulsion per Sqm of vertical surface complete all as specified and as directed. Note : area of the sub structure in contact with backfill to be measured

M&L for treating the top surface of filled earth @ 5 ltrs of emulsion per Sqm of surface area complete all as specified and as directed.

M&L for treating the soil under plinth protection @ 5 ltrs of emulsion per Sqm of surface area complete all as specified and as directed.

M&L for treating the soil along the external wall below concrete or masonry apron using chemical emulsion @2.25 litres per linear metre including drilling and plugging holes etc in apron complete all as specified and as directed.

M&L for second class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed complete all as specified and as directed by the Engineer-in-Charge.

S&F 100mm size butt hinges, medium weight, cold rolled mild steel complete all as specified and as directed by the Engineer-in-Charge.

S&F 125mm size butt hinges, medium weight, cold rolled mild steel complete all as specified and as directed by the Engineer-in-Charge.

S&F 200mm size aluminium anodised, barrel tower bolts of extruded section complete all as specified and as directed by the Engineer-in-Charge.

S&F 125mm size aluminium anodised, barrel tower bolts of extruded section complete all as specified and as directed by the Engineer-in-Charge.

S&F 125mm long extruded aluminium alloy handles, cast type, anodised complete all as specified and as directed by the Engineer-in-Charge.

S&F 150mm long extruded aluminium alloy handles, cast type, anodised complete all as specified and as directed by the Engineer-in-Charge.

S&F 300mm 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 as directed by the Engineer-in-Charge.

S&F 4mm thick plain sheet glass, ordinary quality and glazing with oil putty in square n. exc. 0.5 Sq.m. in each pane complete all as specified and as directed by the Engineer-in-Charge.

S&F 4mm thick plain sheet glass, pin headed/ frosted type ordinary quality and glazing with oil putty in square n. exc. 0.5 Sq.m. in each pane complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of old plastered surfaces and applying one coat of oil bound distemper on walls complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces and applying two coats of oil bound distemper over one coat of alkali resistant primer thick wall complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces and applying two coats of oil bound distemper over one coat of primer on walls complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces of walls and applying two coats of cement based paint over one coat of primer complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces of walls and applying two coats of weather proof exterior emulsion over one coat of primer complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces of wall and applying three coats of white wash complete all as specified and as directed by the Engineer-in-Charge.

M&L for complete removal of the existing treatment and applying one coat of white wash on ceilings complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces and applying three coats of white wash on ceilings complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of old treated surfaces of external walls and applying one coat of cement based paint complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new or previously untreated wood and wood based surfaces of any description, not otherwise described, over 10cm width or girth and two coats of synthetic enamel paint over one coat of pink primer complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new steel 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 red oxide primer complete all as specified and as directed.

M&L for preparation of old painted steel 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 red oxide primer complete all as specified and as directed.

M&L for preparation of old painted wood and wood based surfaces over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.

M&L for 6mm thick asbestos cement corrugated or semi corrugated sheet in roofs, walls, etc fixed with L type or J type or cranked hook bolts complete all as specified and as directed.

M&L for moorum filling, laid in layers n.exc 15 cm thick, spread, levelled and rammed in including watering complete all as specified and as directed

M&L for 10 mm thick rendering on internal plaster on brick work or concrete surfaces in cement mortar 1:6 complete all as specified and as directed

M&L for concealed point wiring PVC insulated and unsheathed cable with 2 run of 1.5 Sqmm FRLS copper conductor single core multistranded 1100 Volt grade confirming to IS 694 drawn through PVC conduit of suitable size concealed metal box and 1.5 Sqmm earth wire copper insulated wire connected to common earth dolly for one LED light/exhaust fan point controlled by one No. one way switch or one 3 pin socket out let 5 Amps switch socket controlled by one No. one way switch on independent board complete all as specified and as directed by the Engineer-in-Charge.

All as per item No. 110 here in before but for one light point controlled by two 2 way switch all as specified and as directed by Engineer- in- Charge.

All as per item No. 110 here in before but for one fan/E fan point controlled by one way switch and regulator all as specified and as directed by Engineer- in- Charge.

All as per item No. 110 here in before but for one 3 pin switch socket outlet,5Amp on independent board all as specified and as directed by Engineer- in- Charge.

All as per item No. 110 here in before but for one switch socket outlet,5Amp on same board with other switches all as specified and as directed by Engineer- in- Charge.

M&L for concealed point wiring PVC insulated and unsheathed cable with 2 run of 2.5 Sqmm FRLS copper conductor single core multistranded 1100 Volt grade confirming to IS 694 drawn through PVC conduit of suitable size concealed metal box and 2.5 Sqmm earth wire copper insulated wire connected to common earth dolly for 15 Amps switch socket complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix socket out let multipurpose 3 pin 15/5 amps controlled by and including one 15 amp switch all as specified and as directed by the Engineer-in-Charge.

S&F switch piano flush type single pole one way 6 Amps, 230 Volts, 50 Hz complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix switch socket outlet 5 pin 5 Amps flush type including with switch all as specified and as directed by the Engineer-in-Charge.

S&F ceiling rose surface type bakelite 2/3 terminals complete all as specified and as directed by the Engineer-in-Charge.

S&F stepped type electronic deluxe rotary type single module fan regulator 240 Volt, 120 W, 50 Hz complete all as specified and as directed by the Engineer-in-Charge.

S&F sheet steel enclosure MCB DB SPN 8 way with 200 Amps rated bus bar horizontal type 230 Volts IP 43 protection with double metal door including removing of existing and making good to disturbed surfaces complete all as specified and as directed by the Engineer-in-Charge.

S&F MCB SP 6 to 32 Amps, 230 Volts, 'C' series complete all as specified and as directed by the Engineer-in-Charge.

S&F MCB DP 40 Amps, 230 Volts, 'C' series, 10 KA breaking capacity complete all as specified and as directed by the Engineer-in-Charge.

S&F lamp holder insulated body suitable for Retrofit lamp complete all as specified and as directed by the Engineer-in-Charge.

S&F and fixing on wall security LED light fitting luminaire 1X25 W and including cable for connection from ceiling rose with 1.5 Sqmm PVC insulated stranded copper conductor (FRLS) cable including 25 mm GI bracket medium grade 1m long bent to shape including bolt,nut,washer,clamp etc all as specified and as directed by the Engineer-in-Charge.

S&F ceiling fan 1200mm sweep, BEE 5 star rated 380 Rpm with high air delivery at low voltages, with double ball bearing in ivory gold/white colour including fixing of regulator, down rod of 19mm dia 300mm long and connecting up with flexible 3 core 1.5sq.mm twisted copper cable from terminal point to ceiling fan complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing AC single phase static Electronic KWH energy meter of accuracy class 1.0,240v,50Hz, with bakelite LCD Display, of rating 10-60A with transparent hinged type Box with six month History of energy in KWH with taking down old meter and kept in MES store yard with necessaries all as specified and as directed by the Engineer-in-Charge.

Supply and laying LT underground cable XLPE insulated and sheathed armoured cable 1100 Volts 2 core 6 Sq.mm. aluminium conductor in trenches/poles and connecting with all accessories including taking out the old unserviceable cable complete all as specified and as directed by the Engineer-in-Charge.

Supply and spread clean river sand as cable cushioning for protection of cable to be laid in trenches all as per SSR Part-I complete all as specified and as directed by the Engineer-in-Charge. Note: Only punned thickness of 18cm will be measured for the purpose of payment.

M&L common burnt bricks, sub class 'B' of size 230x115x75mm for cable protection complete all as specified and directed by Engineer-in-Charge.

S&F medium grade 40mm dia GI pipes with all fittings for post top lantern with one layer of black paint over two layer of epoxy primer complete all as specified and as directed by the Engineer-in-Charge.

M&L for earthing complete with 7.5m long CI pipe 80mm dia. with flanged ends, centrifugally cast, class A, in any length, joints with suitable stainless steel nuts and bolts and sufficient slot up to 7.5m length buried directly and preferably vertically in ground with top flanged ended 7m below ground level welded/ connected with GI strip 32x6mm size on the top edge of the flange to bottom edge of the flanged for earthing including filling the pit with charcoal common salt surrounding the earth pipe including drilling 400mm dia. bore in any strata of soil to lower the CI pipe complete all as specified and as directed by the Engineer-in-Charge. Note: The rate deemed to be included the earth pit chamber, CI cover and earth lead 32x6mm GI strip from earth pit to DB upto 7 mtrs. length and testing on completion.

N V S S K N SIVA PRASAD