CWE/K-T18/2019-20 PROVN OF CERTAIN TOILETS AND SOAKAGE PITS AND VEHICLE REPAIR SHED WITH ALLIED INFRA FOR CERTAIN UNITS OF NURLA

Amount

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 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. .

Excavation over areas exceeding 3.0 mtr & not exceeding 4.5 mtr 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 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 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 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 Plain cement concrete (Cast-in-situ) 1:2:4, type B-1, (using 20 mm graded mechanically crushed stone aggregates) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, 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 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 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 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 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 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 Walling of random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 in radius as in soakage well 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, soakage well and similar work 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 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 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 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.

S&F 2nd class soft wood, 40mm thick boarding, planed one side with butt joints fixed with screws in any situation (except flooring and skirting), complete all as specified and directed by Engineer-in-Charge.

M&L 2nd 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 35 mm thick, 2nd 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, 2nd class soft wood, glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc.divided into squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers as in windows, ventilators, etc. & provided with stiles and rails as specified in SSR Part I, Section 8 clause 8.24(b) 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 75 mm long, mild steel, butt hinges, medium weight, cold rolled, complete all as specified and directed by Engineer-in-Charge.

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

S&F 100 mm size, extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed by Engineer-in Charge.

S & F 250 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 200 mm long, aluminium anodised, barrel tower bolt of extruded section and fixed complete all as specified and directed by Engineer-in-Charge.

S&F 100 mm long, aluminium anodised, barrel tower bolt of extruded section and fixed complete all as specified and directed by Engineer-in-Charge.

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 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.

S&F mild steel work as in 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 directed by Engineer-in-Charge.

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

S&F Mild steel bolts purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut exceeding 30cm long and dia of neck exceeding 12 mm but not exceeding 20 mm complete all as specified and directed by Engineer-in-Charge.

S&F for rolled mild structural steel work as in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240, complete all as specified and directed by Engineer-in-Charge.

S&F mild steel work as in half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing 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.

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

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

M & L for 100mm thick, Plain cement concrete, 1:5:10, type E-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 150mm thick, Plain cement concrete, 1:5:10, type E-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 75mm thick, Plain cement concrete, 1:2:4, type B-2 (using 40mm graded mechaniacally crushed stone aggregates) as in topping layer of floors, finished the surface even and fair complete all as specified and directed by Engineer-in-Charge.

M & L for 100mm thick, Plain cement concrete, 1:2:4, type B-2 (using 40mm graded mechaniacally crushed stone aggregates) as in topping layer of floors, finished the surface even and fair complete all as specified and directed by Engineer-in-Charge.

M&L 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 100 mm thick concrete slab complete all as specified and directed by Engineer-in-Charge.

M & L for 75mm thick, Plain cement concrete, type C-2, 1:3:6 (using 40 mm graded mechanically crushed stone aggregate) laid in slope 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 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 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 15 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 10 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 12mm 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.

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 three coats of white wash 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 cement base over & including a coat of alkali resistant primer as in wall, 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 3mm thick figured glass, pin head type 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.

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 steel surfaces of any description not exceeding 10 cm in width or girth, when unconnected with other painting or when painted in a different tint 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.

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 25mm bore (Minimum weight 65gms) nipple, 25mm bore union brass & 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.

M & L for 16 mm outer diameter (wall thickness of pipes shall be as per IS 15801), 3-layer PP-R (Polypropylene random copolymer) pipes SDR 7.4 & concealed pipes SDR 7.4 (PN 16) UV stablised and anti-microbial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc. complete all as specified and directed by Engineer-in-Charge.

M & L for 20 mm outer diameter (wall thickness of pipes shall be as per IS 15801), 3-layer PP-R (Polypropylene random copolymer) pipes SDR 7.4 & concealed pipes SDR 7.4 (PN 16) UV stablised and anti-microbial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc. 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 75mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, fixed to wall, 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 110mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, fixed to wall, complete as 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 110 mm bore PVC (SWR) junction single (single T) equal or unequal with access door complete all as specified and directed by Engineer-in-Charge

S&F 75 mm bore PVC (SWR) junction single (single T) equal or unequal with access door 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) bend any radius complete all as specified and directed by Engineer-in-Charge

S & F 110 mm bore PVC (SWR) vent cowl 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

M & L concrete bed to drain pipe in PCC (1:4:8) type D-2 (using 40mm graded mechanically crushed stone aggregate) including packing under and haunching against the sides of pipe after laid and tested for 100 mm bore, complete all as specified and directed by Engineer-in-Charge

S&F Vitreous China wash basin, white/colour, flat back of size 550mm x 400mm excluding taps, waste, chain and plug and porcelain stopper but including brackets & 32 mm bore waste coupling of brass, chromium plated complete and including cutting for and pinning in ends of brackets or erecting stand exclusive of waste/supply pipe complete all as specified and directed by Engineer-in-Charge.

S&F 32mm bore Low density polyethylene (LDPE) pipes of pressure rating 6 kgf/sqcm, fixed complete to walls, ceilings or in floors etc.complete all as specified and directed by Engineer-in-Charge.

S&F 40mm bore Low density polyethylene (LDPE) pipes of pressure rating 6 kgf/sqcm, fixed complete to walls, ceilings or in floors etc.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.

S&F PVC connections 15mm size with PTMT nuts of length 300 mm, complete all as specified and directed by Engineer-in-Charge.

S&F tubular towel rail, 20mm dia, D type, 600mm long between flanges, brass, chromium plated including brackets fixed to wall complete all as specified and directed by Engineer-in-Charge.

S&F Vitreous China urinal, bowl type, flat back, size 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 (Exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) 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 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 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 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.

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 rigid non metallic casing caping (not less than 25mm width) (ISI marked) on wall with all fittings / accessories and including 1.5 sqmm (nominal area) FRLS PVC insulated copper earth wire connected to common earth dully including wall mounted non metallic 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. Note:- The cost of Cutting / Chasing & making good the disturbed surface wherever required for conduit & sinking of boxes shall deemed to be included in quoted rates.

Description all as per BOQ item No. 89.00 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. 89.00 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 89.00 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 socket combination outlet, 2 in 1, three pin, 5 & 15 Amp, flush type universal complete all as specified and directed by Engineer-in-Charge.

S&F socket outlet, 2 in 1, three 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, 5 Amps, 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 LED light fitting, single tube, 1 x 20 watt, 4 feet long, with bipin holders with all accessories including LED tube rod 20 watt, internally pre-wired and including connecting electrically with 3 core PVC insulated sheathed flexible copper conductor cable to ceiling rose complete all as specified and directed by Engineer-in-Charge. Make: Catpart No. TARA-M/20W of C&S Electric / Catpart No. DMLN1LT8-16 (for frame/batten) & LTT8-20(for rod) of Crompton / Catpart No. D562065 (for batten) & D612065(for rod) of Wipro / Catpart No. LHEXCEP7UN1W020 (for rod) & LHFXCEP1TN1W020 (for batten) of Havells.

S&F street light LED fitting, 25 watt, IP66, 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: Catpart No. INDUS/25W of C&S Electric or equivalent in Cromptom / Havells / Wipro.

S&F lamp holder ,PVC/Polycarbonate type with back plate suitable for batten fitting (angle /plain) fixed on & including round block of teak wood 8cm dia & 4cm thick complete all as specified and directed by Engineer-in-Charge.

S&F CFL light fitting, 1x9 watt, bulk head luminaries, with lamp holders, etc. complete with all accessories and including connecting up with twin core twisted flexible copper conductor cable with suitable size of 230V, 50 HZ, complete all as specified and directed by Engineer-in-Charge.

S&F 300 sweep exhaust fan, AC, single phase, 230volt, with louver including making hole of suitable size in brick/concrete wall of thickness not more than 300mm and grouting of 4 Nos. nut & bolt of size 100mm long & 10 mm dia, complete all as specified and directed by Engineer-in-Charge.

S&F distribution board, double door, vertical, made out of sheet metal enclosure (CRCA sheet) dust and vermin proof, single pole and neutral, 8 way with 200 Amps rated copper bus bar, neutral link, earth bar, din rail, IP43 protection, , 240 volts, flush to wall / fixed on surface, complete all as specified and directed by Engineer-in-Charge.

S&F MCB, single pole & neutral, 63 Amp, 240 volt, rupturing capacity not less than 10 KA, C curve, IP 20 complete all as specified and directed by Engineer-in-Charge.

S&F MCB, single pole, 6 to 32 Amp, 240 volt, rupturing capacity not less than 10 KA, C curve, IP 20 complete all as specified and directed by Engineer-in-Charge

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, laying & testing 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 10 sqmm, 2 core, complete all as specified and directed by Engineer-in-Charge.

Supply, laying & testing 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 16 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 factory made, 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.

M/S O PAL ENGINEERS & CONSTRUCTION COMPANY

M/S HAJI HASSAN ENGINEERING WORKS KARGIL

M/S SK TRADERS

M/S SUN RISE BUILDERS

THINLES OTZER

ABASS ENTERPRISE

ESS AAR ENTERPRISES

M/S ALI GHULAM

M/S MOHD ALI

M/S TAMCHOS GURMATH