CWE/K-T02/2019-20 PROVISION OF WATER SUPPLY, APPROACH ROAD and GAURD ROOM FOR NFS NODE AT BATALIK AND PROVISION OF 100 KVA DG SET ALONGWITH ACCESSORIES AT BIAMAH UNDER GE KHUMBATHANG

Amount

Surface dressing not exceeding 15cm deep in hard/dense soil, complete all as specified and directed by Engineer-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil, complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5 mtr wide & not exceeding 1.5 mtr in depth as in foundation, drains, laying/taking out pipes or cables etc, or for shaft, well, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in soft/loose soil, complete all as specified and directed by Engineer-in-Charge. .

Excavation in trenches not exceeding 1.5 mtr wide & not exceeding 1.5 mtr in depth as in foundation, drains, laying/taking out pipes or cables etc, or for shaft, well, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in hard/dense soil, complete all as specified and directed by Engineer-in-Charge. .

Excavation over areas not exceeding 1.5 m deep and getting out in hard/dense soil, complete all as specified and directed by Engineer-in-Charge. .

Excavation over areas exceeding 1.5 mtr & not exceeding 3.0 mtr deep and getting out in hard/dense soil, complete all as specified and directed by Engineer-in-Charge. .

Returning, filling in including spreding, levelling, watering and well ramming in layers not exceeding 25 cm thick each layer in any type of soil complete all as specified and directed by Engineer-in-Charge.

Removal of excavated soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point, complete all as specified and directed by Engineer-in-Charge.

M & L for Hardcore of broken stone or boulders of guage not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed by Engineer-in-charge.

M & L for Hardcore of broken stone or boulders of guage exceeding 63mm but not exceeding 100mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed by Engineer-in-charge.

M & L for Plain Cement concrete, 1:4:8, type D-2, (using 40 mm graded mechanically crushed stone aggregates) as in foundations, fillings and mass concrete, etc. complete all as specified and directed by Engineer-in-Charge.

M & L for Plain Cement concrete, 1:3:6, type C-2, (using 40 mm graded mechanically crushed stone aggregates) as in foundations, fillings and mass concrete, etc. complete all as specified and directed by Engineer-in-Charge.

M & L for Plain cement concrete 1:2:4, type B-0, (using 12.5mm graded mechanically crushed stone aggregates) as in roof kerbs or mud stops, rounded or chamfered on edges, benching, drain haunching, coping etc.complete all as specified and directed by Engineer-in-Charge. Note: Any formwork required in this work shall deemed to be included in quoted rates.

M&L for Reinforced cement concrete, M-30 (Design mix) (using 20mm graded mechanically crushed stone aggregate) as in foundations, including raft, footings, foundation beams, plinth beams; bases for columns, basement slab and mass concrete etc complete all as specified and directed by Engineer-in-Charge. Note: Formwork & reinforcement shall be measured and paid separately.

M&L for Reinforced cement concrete, M-30 (Design mix) (using 20mm graded mechanically crushed stone aggregate) as in columns, pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-Charge. Note: Formwork & reinforcement shall be measured and paid separately.

M&L for Reinforced cement concrete, M-30 (Design mix) (using 20mm graded mechanically crushed stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and directed by Engineer-in-Charge. Note: Formwork & reinforcement shall be measured and paid separately.

M&L for Reinforced cement concrete, M-30 (Design mix) (using 20mm graded mechanically crushed stone aggregate) as in chajjas etc. complete all as specified and directed by Engineer-in-Charge. Note: Formwork & reinforcement shall be measured and paid separately.

M&L for Reinforced cement concrete, M-30 (Design mix) (using 20mm graded mechanically 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. Note: Formwork & reinforcement shall be measured and paid separately.

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

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

M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, etc complete all as specified and directed by Engineer-in-Charge.

Use & waste formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides & soffits(if any) of foundation & plinth beams and similar work; vertical or to batter for rough finished flat surfaces of concrete etc complete all as specified and directed by Engineer-in-Charge.

Use & waste formwork to sides of pillars, columns, stanchions, posts, struts, piers for rough finished square,retangular or polygonal surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

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

Use & waste formwork to chullah hoods, chajjas, troughs and similar items including edges for rough finished flat surfaces of concrete etc complete all as specified and directed by Engineer-in-Charge.

Use & waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished flat surfaces of concrete etc complete all as specified and directed by Engineer-in-Charge.

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

M&L for Precast cement concrete, 1:3:6 (type C-1) (using 20mm graded mechanically crushed stone aggregate) block mansonry with solid blocks, exceeding 10cm width and set in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for Precast cement concrete, 1:2:4 (type B-1) (using 20mm graded mechanically crushed stone aggregate) in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. Note: Any formwork required in this work shall deemed to be included in quoted rates.

M&L for Walling of random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for Walling of random rubble stone masonry, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and directed by Engineer-in-Charge.

M&L for 15mm thick rendering in cement mortar 1:4 on fair face of brick work or concrete surfaces as in wall, finished even and smooth without using extra cement and mixed with water proofing compound as per manufacturer's instruction, complete all as specified and directed by Engineer-in-Charge. Note:- The water proofing compound shall measured & paid seperately.

M&L for 15mm thick rendering in cement mortar 1:3 on stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing, finished even and smooth without using extra cement and mixed with water proofing compound as per manufacturer's instruction, complete all as specified and directed by Engineer-in-Charge. Note:- The water proofing compound shall measured & paid seperately.

M&L for 15 mm thick rendering in cement mortar 1:6 on fair face of brickwork or concrete surfaces as in wall, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for 5 mm thick rendering in cement mortar 1:4 on fair face of concrete surfaces as in ceiling, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for 20mm thick rendering in cement mortar 1:3 on fair face of concrete surfaces as in roof slab, finished even and smooth without using extra cement and mixed with water proofing compound as per manufacturer's instruction, complete all as specified and directed by Engineer-in-Charge. Note:- The water proofing compound shall measured & paid seperately.

Supply only Liquid water proofing compound ISI marked complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of newly plastered/concrete surfaces and applying two coats of cement base over & including a coat of alkali resistant primer as in wall, complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of newly plastered/concrete surfaces and applying two coats of oil bound distemper over & including a coat of chalk whiting as in wall, complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of newly plastered/concrete surfaces and applying three coats of white wash as in ceiling, complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new or previously untreated steel surfaces of any description over 10 cm width or girth, not otherwise described and applying two coats synthetic enamel paint over & including a coat of redoxide primer, complete all as specified and directed by Engineer-in-Charge.

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

M & L for 75mm thick, Plain cement concrete, 1:4:8, type D-2 (using 40mm graded mechaniacally crushed stone aggregates) as in sub base of floors, finished the surface even and rough to receive top layer of floors, etc complete all as specified and directed by Engineer-in-Charge.

M & L for 50mm thick, Plain cement concrete, type C-2, 1:3:6 (using 40 mm graded mechanically crushed stone aggregate) as in plinth protection, finished the surface even and smooth without using extra cement including making expansion joints filled with bitumen mastic filling consisting of 85/25 bitumen and sand in the ratio of 1:1 complete all as specified and directed by Engineer-in-Charge.

M & L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/sqcm in field using 400 kg of cement per cubic metre, thickness of concrete slab 150 mm complete all as specified and directed by Engineer-in-Charge. Note: Any formwork required in this work shall deemed to be included in quoted rates.

M & L for forming 12 mm thick Expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with Grade ‘A’ sealing compound, for 150 mm thick concrete slab complete all as specified and directed by Engineer-in-Charge.

M & L for forming Contraction (Dummy) joints 65 mm deep x 10 mm wide, filled with Grade 'A' sealing compound complete all as specified and directed by Engineer-in-Charge.

M & L for finishing surface of concrete roads,pavements, hardstanding by brooming complete all as specified and directed by Engineer-in-Charge.

M & L machine cut kota stone slab flooring 20-25mm thick, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as in floor, over & including 20 mm thick screed bed or bedding layer in cement mortar 1:6 & neat cement slurry @ 3Kg/Sqm complete all as specified and directed by Engineer-in-Charge.

M & L machine cut kota stone slab flooring 20-25mm thick, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as in riser of steps, skirting, dado and pillar, over & including 10 mm thick backing coat plaster in cement mortar 1:3 complete all as specified and directed by Engineer-in-Charge.

M & L non-skid coloured ceramic tiles, 7 mm to 8 mm thick (Square / rectangular), area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors etc., set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tile, over & including 20 mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

M & L for glazed ceramic coloured tiles of size 300mm x 200mm x 7mm thick as on vertical surfaces such as skirting, dado etc, set and jointed in neat cement slurry and pointed in white cement with pigment or coloured cement to match the shade of tile over & including 10 mm thick rendering/backing coat plaster in cement mortar 1:3, complete all as specified and directed by Engineer-in-Charge.

M & L for 25mm thick, Plain cement concrete, 1:2:4, type B-0 (using 12.5mm graded mechaniacally crushed stone aggregates) as in sub base of floors, finished the surface even and fair, complete all as specified and directed by Engineer-in-Charge.

M&L 1st class soft wood, plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered put together with glue pinned at joints, complete all as specified and directed by Engineer-in-Charge.

S&F stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks or stainless steel wire staples, complete all as specified and directed by Engineer-in-Charge.

S & F mild steel 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 complete all as specified and directed by Engineer-in-Charge.

S&F 3mm thick sheet glass, ordinary quality and glazing with oil putty in square not exceeding 0.5 Sqm in each pane, complete all as specified and directed by Engineer-in-Charge.

S&F 30 mm thick, 1st class soft wood, plain framed, panelled shutter (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; supplied & fitted to chowkhats complete all as specified and directed by Engineer-in-Charge.

S & F 30mm thick, 1st class soft 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 (2009), Section 8, clause 8.24(a), supplied & fitted to chowkhats complete all as specified and directed by Engineer-in-Charge.

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

S & F 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, complete all as specified and directed by Engineer-in Charge.

S & F 150 mm long, anodized aluminium anodised, barrel tower bolt of extruded section, complete all as specified and directed by Engineer-in-Charge.

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

M&L for 2nd class soft wood, plain fillets, square, rectangular or triangular in section of area not exceeding 3 sqcm, clean sawn, secured with nails or brads, complete all as specified and directed by Engineer-in-Charge.

S&F 1000 litre capacity rotational moulded HDPE water storage tank (Cylindrical vertical closed top), double layer, hoisted and fixed in position or placed in position inside or outside the building, connecting up pipes and securing access covers including S&F of 25 mm bore ball brass valve, high pressure with polythene float & fly nut, screwed for iron pipe or brass ferrule and fixed complete all as specified and directed by Engineer-in-Charge.

S&F PVC valveless, syphonic action type, flushing cistern of capacity 10 litre, low level, white, with inlet, ball valve, float and handle including brackets and including 32mm dia PVC flush pipe of required length and making connection including bracket, complete all as specified and directed by Engineer-in-Charge.

S & F 75mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete as directed by Engineer-in-Charge.

S & F 110mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete as directed by Engineer-in-Charge.

S & F 75mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, fixed to walls, complete as directed by Engineer-in-Charge.

S & F 75 mm bore PVC (SWR) bend any radius complete all as specified and directed by Engineer-in-Charge

S & F 110 mm bore PVC (SWR) bend any radius complete all as specified and directed by Engineer-in-Charge

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

S & F 75 mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge

S&F Vitreous China wash basin, white/colour, flat back, size of size 550mm x 400mm excluding taps, waste, chain and plug and porcelain stopper but including brackets & 32 mm bore waste coupling of PTMT (half or full threaded) (Minimum weight 45gms) and including cutting for and pinning in ends of brackets or erecting stand inclusive of waste pipe 32mm bore of suitable length complete all as specified and directed by Engineer-in-Charge.

S&F for towel rail 450mm long of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 170gms) complete all as specified and directed by Engineer-in-Charge.

S&F Vitreous china squatting pan, Orrisa pattern, size 580mm x 440mm white with 'P' trap of 110mm bore, front or back inlet and integral foot rests, any pattern (excluding flushing cistern and flush pipe) including connection to trap and to flushing pipe, anti-syphonage pipe etc., complete all as specified and directed by Engineer-in-Charge.

S&F Vitreous China urinal, bowl type, flat back, size of 465 x 355 x 265 mm, white (minimum), with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe),complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing flush pipe, grating and Union for discharge pipe. (Exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) complete all as specified and directed by Engineer-in-Charge.

S&F 15mm bore mild steel galvanized iron tubing, medium grade with all fittings ( such as bends, elbows, tees, short pieces, connectors, backnuts, diminishing pieces, caps, plugs and unions, etc) and fixed complete to walls and ceilings or laid in floors, complete all as specified and directed by Engineer-in-Charge.

S&F 20mm bore mild steel galvanized iron tubing, medium grade with all fittings ( such as bends, elbows, tees, short pieces, connectors, backnuts, diminishing pieces, caps, plugs and unions, etc) and fixed complete to walls and ceilings or laid in floors, complete all as specified and directed by Engineer-in-Charge.

S&F 15mm bore stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and directed by Engineer-in-Charge.

S&F 20mm bore stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and directed by Engineer-in-Charge.

S&F 15mm bore bib taps, 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.

S&F 15mm bore pillar tap,cast copper alloy, with capstan heads, chromium plated, screwed down high pressure with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly nuts, screwed for iron pipe, complete all as specified and directed by Engineer-in-Charge.

M&L for point wiring ( as per IS colour coding) with multi-stranded copper conductor FRLS, PVC insulated, unsheated 1.5 sqmm (nominal area) cable, 1100 volt grade in & including heavy duty PVC casing caping of size not less than 25x16 mm on wall with all fittings / accessories and including 1.5 sqmm (nominal area) FRLS PVC insulated copper earth wire connected to common earth including closed recessed PVC terminal boxes of suitable size for mounting switches, sockets etc with 3mm thick plastic laminated sheet cover for one light point/fan point/bell point controlled by one switch, complete all as specified and directed by Engineer-in-Charge.

Description all as per BOQ item no 85.00 here-in-before but for one 3 pin socket outlet, 5 Amps on same board with other switch complete all as specified and directed by Engineer-in-Charge.

Description all as per BOQ item no 85.00 here-in-before but for one 3 pin socket outlet, 5 Amps on independent board complete all as specified and directed by Engineer-in-Charge.

Description all as per BOQ item no 85.00 here-in-before but for power point with 2.5 sqmm (nominal area) FRLS PVC insulated unsheathed copper cable on independent board complete all as specified and directed by Engineer-in-Charge.

S&F switch piano, flush type, single pole, one way, 5 Amps, complete all as specified and directed by Engineer-in-Charge.

S&F socket outlet multipurpose, three pin 5 Amp and 2 pin 5 Amp, flush type complete all as specified and directed by Engineer-in-Charge.

S&F switch piano, flush type, single pole, one way, 15 Amps, complete all as specified and directed by Engineer-in-Charge.

S&F socket outlet multipurpose, 2 in 1, three pin 5 and 15 Amp, flush type complete all as specified and directed by Engineer-in-Charge.

S&F ceiling rose, three terminals, flush type, ISI marked, PVC/polycarbonate, isolated body, complete all as specified and directed by Engineer-in-Charge.

S&F lamp holder ,PVC/Polycarbonate type with back plate suitable for batten fitting (angle /plain) complete all as specified and directed by Engineer-in-Charge.

S&F CFL, 20 watt, 230 volt, complete all as specified and directed by Engineer-in-Charge.

S&F distribution board, double door, made out of sheet metal enclosure (CRCA sheet) dust and vermin proof, single pole and neutral, 4 way with 200 Amps rated copper bus bar, neutral bar, earth bar, IP43 protection, , 250 volts, flush to wall / fixed on surface, complete all as specified and directed by Engineer-in-Charge.

S&F MCB, single pole & neutral, 40 Amp, 240 volt, rupturing capacity not less than 10 KA, B curve, IP 20 complete all as specified and directed by Engineer-in-Charge

S&F MCB, single pole, 5 to 32 Amp, 240 volt, rupturing capacity not less than 10 KA, B curve, IP 20 complete all as specified and directed by Engineer-in-Charge

S&F 20 watt, 3000K illumination, LED tube light fitting, wall mounted LED batten, extruded aluminium housing provided for efficient heat dissipation with polycorbonate diffuser & integrated electronic driver, 230 volt, 50 Hz inclusive of necessary connection prewired and making connection with 3 core PVC copper flexible cable of 1.5 sqmm size with nearest ceiling rose complete all as specified and directed by Engineer-in-Charge. Make: Catpart No. LHEWEBP5IN1W020 of Havells or equivalent in Bajaj / Syska / Wipro

S & F 230mm sweep ventilating fan, metallic body complete with fixing accessories and necessary electric connection complete all as specified and directed by Engineer-in-Charge. Make: Catpart No. Ventil Air-DS of Havells or equivalent in Usha / Anchor / Bajaj

S&F 1100 volts grade heavy duty cable PVC insulated stranded aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4mm suspension wire, one twin core cable flat or circular of size 10 sqmm, 2 core complete all as specified and directed by Engineer-in-Charge.

M&L for sand cushioning to under ground cables with a layer of sand 8cm thick before laying the cable and 15cm thick after laying the cable, as specified in clause 19.75 of SSR Part-I, 2009 complete all as specified and directed by Engineer-in-Charge.

M & L for un-reinforced precast concrete cable cover, class LV, type 1, flat, size 250mm X150mm X 40mm, complete all as specified and directed by Engineer-in-Charge.

S&F 50mm bore GI steel tubing, light grade with all fittings and fixtures complete laid in trenches / floor or fixed on wall/ceiling/pole, for protection of cable including fixing of clamp wherever required complete all as specified and directed by Engineer-in-Charge.

S&F 40mm bore GI steel tubing, light grade with all fittings and fixtures complete laid in trenches / floor or fixed on wall/ceiling/pole, for protection of cable including fixing of clamp wherever required complete all as specified and directed by Engineer-in-Charge.

S&F new generation energy saving and environmental friendly long life LED street light, 60 watt, 6000K, 4800 lumane, 220 volt, 50Hz, versatile pressure die cast aluminium roadway luminaire with high power LEDs having IP66 protection complete and including brackets of 40mm bore GI pipe(light grade), 1.5 mtr long, bent to shape as required at site for fixing the light fittings with necessary clamps, nuts and bolts and making necessary connections, complete all as specified and directed by Engineer-in-Charge. Make: Havells catpart No. LHETAXU7PN6J060 or equivalent of Phillips / Syska / Wipro

M&L earthing complete with galvanised steel earth plate electrode 600mm X 600mm X 6mm thick buried directly in ground vertically (earth pit not less than 2.25 mtrs deep below normal ground level) with top edge of earth plate at a depth not less than 1.50 metre below the normal ground level, connected to galvanised earth lead wire of 4.00mm dia as earth by means of nuts, bolts, washers, checknuts of iron or steel including PCC pits in cement concrete 1:2:4, type B-1 (using 20mm graded mechanically crushed stone aggregates) and RCC cover in cement concrete 1:2:4, type B-1(using 20mm graded mechanically crushed stone aggregates) and necessary earth work in any type of soil, light grade GI watering pipe 20mm bore with funnel and wire mesh and 15 mm bore GI pipe light grade protection pipe upto test point etc including excavation and charcoal, common salt surrounded with 15cm all around the plate, complete all as specified and shown electric plate No. 3 of SSR Part-I including testing on completion complete all as specified and directed by Engineer-in-Charge.

Supply, Installation, testing and commissioning of 100 KVA, 415 Volt, 0.8 PF, 3 phase, 50 Hz, factory assembled Silent Diesel Engine Driven Generating set, mounted on common base plateform with flexible coupling 1500 RPM alongwith sound proof enclosure (acoustic enclosure) designed for reducing the sound level to 75 DB(A) average IS 8528 Part-10 as per approved CPCB norms and as per GSR 371 (E) and independently supported from engine to outside of power house upto 1.00 mtr, AVM pads foundation as per manufacturer's design, cold starting kit battery start with suitable cables for connecting from DG set to panel board, DG set shall be capable of operating in temperature range of (-35 to +35 degree centigrade) complete with and including of the following accessories suitable for parallel operation/independent operations :-

(A) Prime Mover :- Diesel Engine of suitable capacity water cooled radiator type closed circuit as per BIS 649 or IS-1002 direct inject type turbo with turbo charger. The DG set shall be capable of running 24 hrs continuously with 10% overloading for one hour in every 12 hrs as per BIS-5514 / BIS-649, Engine shall be equipped with all standard fitting as per manufacturers recommendations and mounted on common base frame through flexible coupling with following accessories :- (i) Battery charging ammeter (ii) Battery charging voltmeter (iii) Ignition key and starting with push button switch (iv) Lubricating oil pressure gauge. (v) Electronic / Microprocessor based Governor controlling (vi) Toggle switch for idle running (vii) Oil temperature gauge (viii) Water temperature gauge (ix) Safety Control (Trip):- (a) High water temperature (b) Low lubricant oil pressure (c) Over speed. (x) Lubricant oil heater to avoid freezing (xi) 24 Hours starting equipment comprising of the following :- (a) 02 Nos, 12 Volts, 150 AH Batteries (b) Battery charging alternator with inbuilt regulator (c) Self starter motor of suitable capacity (d) Battery leads (copper standard cable) of suitable size with brass thimbles and terminals

(D) Other Fittings :- (i) Battery charger:- Battery charger having electric circuit consisting of rectifiers, capacitors and resistance etc. The battery charger should be able to charge 12 volts, 150 AH battery 02 Nos at a time and with 01 Nos ammeter or suitable range provision of incoming electric connector single phase 220 Volts and two terminal of connecting outgoing leads to connect battery including suitable size of 02 Nos copper leads with connecting clips duly fixed on suitable size of angle iron frame made out of 40x40x6 mm angle iron and suitable size of wooden plank complete all as specified and directed. (ii) Fuel Tank capacity as per manufacturer recommendations on steel frame at suitable height with all connecting pipes and fitting upto pump and over flow pipe form engine to tank includingl level indicating gauge duly marked and drain valve and air vent plug etc. (E) Maintenance Spares :- (i) Fuel fitter element - 02 Nos (ii) Oil fitter – 03 Nos (iii) Fan Belt – 01 Nos (iv) Hose Belt - 01 Nos (v) Tappet cover gasket - 01 Nos

(F) DG Set shall be supplied alongwith acoustic original enclosure of the manufacturer suitable for 100 KVA DG set as per CPCB Norms. (G) Tool kit as supplied by the manufacturer alongwith each set - 01 set complete. (H) The DG set shall be tested by the Contractor in presence of the Accepting Officer’s representative / IEM & Engineer-in-Charge without any extra cost to the department and the quoted rates are deemed to be included for all these aspects. (I) Payment of DG set will be made after satisfactory testing. (J) The DG Set 100 KVA shall be supplied, installed, tested & commisioned at Biamah (location as directed by Engineer-in-charge) under the AOR GE Khumbathang and the quoted rates are deemed to be included for this aspects.

M&L Earthing complete with galvanized steel earth plate electrode 60cmx60cmx6mm thick buried directly in ground (Earth pit not less than 2.25 Mtr deep below normal ground level) with top edge of the plate not less than 1.5 Mtr below normal ground level, connecting with GI earth strip 32x6 mm as earth lead by means of bolt, nut, check nuts and washers of galvanized iron and provision of GI tubing light grade (ISI marked) of 40 mm bore for protection of earth strip including PCC 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in pit chamber and RCC pit cover 50mm thick precast RCC 1:2:4 type B1, duly reinforced with MS round bars 6mm dia @ 100 mm c/c borh ways with 10mm dia MS round bar as in lifting handles, GI light grade 20mm bore pipe for watering perforated at bottom 1.75 metre long placed on top edge of earth plate, charcoal and common salt filling, test point made out of Bronze/Gun metal size 75X75X25mm with fixing arrangment , funnel, wiremesh and earth work in soft/loose soil, returning filling in and removal of surplus soil to a distance not exceeding 50 Metres , all as per electrical plate No-3 of SSR 2009 Pt -I to earth test point all as specified or indicated including testing on completion, Complete all as specified and directed by Engr-in-charge.

M&L for XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power LT cable (heavy duty), with stranded aluminium conductor, 1100 volts (earthed) grade, corss sectional area 50 sqmm, 3.5 core, complete all as specified and directed by Engineer-in-Charge.

M&L for XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power LT cable (heavy duty), with stranded aluminium conductor, 1100 volts (earthed) grade, corss sectional area 35 sqmm, 3.5 core, complete all as specified and directed by Engineer-in-Charge.

Supply, fixing, installing and commissioning of feeder pillar box, indoor type, cubical shape, three phase, 4 wire, copper bus bar for phases and neutral, made out of CRCA sheet 2.0mm thick, factory fabricated, CPRI approved make, power coated, dust and vermin proof, provision for ventilation, angle iron frame and four legs of 50x50x6mm angle iron, 60cm long grouted on PCC foundation of height not less than 30 cm from the ground level, grouting properly and of suitable size to accommodate the items mentioned below and having separate compartment/ chambers for cable gallery bus bar, switch gear etc complete all as specified and comprising of following including necessary cable connections to the MCCBs, voltmeter, Ammeter and cable lugs etc:-

AMAR MOTOR GARAGES