Accountant General Department-AGD has published Construction Of Electric Substation ( Ess ) Room, Guard Room, Road And Site Devlopment Work At Food Craft Institute ( F.C.I. ) Almora Distt Almora . Submission Date for this Tender is 09-08-2021. Electrical Substation Tenders in ALMORA Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 31-Jul-2021 | Date Extended Corrigendum | Date | 09-08-2021 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal ofexcavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal ofexcavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil |
| 3 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock |
| 4 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting Prohibted) |
| 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 8 | Extra for every additional lift of 1.5 m or part thereof in.All kinds of soil. |
| 9 | Supplying and filling in plinth with Jamuna sand under floors including, watering, rammingconsolidating and dressing complete. |
| 10 | Supplying and filling in plinth with Jamuna sand under floors including, watering, rammingconsolidating and dressing complete. |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing.1:1½:3 (1 cement : 1½ coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 13 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size). |
| 14 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size). |
| 15 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 16 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 17 | Centring and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. |
| 18 | Centring and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. |
| 19 | Centring and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform. |
| 20 | Centring and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform. |
| 21 | Centring and shuttering including strutting, propping etc. and removal of form for :Shelves (Cast in situ) |
| 22 | Centring and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 23 | Centring and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 24 | Centring and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 25 | Centring and shuttering including strutting, propping etc. and removal of form for :Small lintels not exceeding 1.5m clear span, moulding as in cornices, windowsills,string courses, bands, copings, bed plates, anchor blocks and the like. |
| 26 | Centring and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 27 | Centring and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges. |
| 28 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .Thermo-Mechanically Treated bars |
| 30 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .Thermo-Mechanically Treated bars |
| 31 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 410kg. of cement per cum of concrete. All work upto floor V level. |
| 32 | Brick work with F.P.S. bricks of class designation 75 in foundation and Plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 33 | Brick work with F.P.S. bricks of class designation 75 in foundation and Plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 34 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 35 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 36 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V levelCement mortar 1:4 (1 cement :4 coarse sand) |
| 37 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 38 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood andwell matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 39 | Extra for providing lipping with 2ndclass teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 9.20 and 9.21. |
| 40 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesivebonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality. 1.0 mm thick. |
| 41 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper |
| 42 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm |
| 43 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm |
| 44 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150x10 mm |
| 45 | Providing and fixing aluminium tower bolts, ISI marked, powder coated aluminium (minimum thickness of powder coating 50micron) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100x10mm |
| 46 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm |
| 47 | Providing and fixing aluminium handles, ISI marked, powder coated aluminium (minimum thickness of powder coating 50micron) transparent or dyed to required colour or shade, with necessary screws etc. complete : 75mm |
| 48 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 49 | Supplying and fixing rolling shutters of approved make, made of required sizeM.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters. 80x1.25mm M.S. laths with 1.25 mm thick top cover. |
| 50 | Providing and fixing ball bearing for rolling shutters. |
| 51 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C |
| 52 | Kota stone slab flooring over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. |
| 53 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 54 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand) and finished neat complete. |
| 55 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %), total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 56 | 12 mm cement plaster of mix : 1:6 (1 cement : 6 fine sand) |
| 57 | 12 mm cement plaster of mix : 1:6 (1 cement : 6 fine sand) |
| 58 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand) |
| 59 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand) |
| 60 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 61 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 20 mm cement plaster |
| 62 | Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime |
| 63 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shadeNew work (two or more coats) over and including priming coat with cement primer. |
| 64 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sum). |
| 65 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sum). |
| 66 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution |
| 67 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 68 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing andpanelling to be paid for separately) : For fixed portion. Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 69 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required(Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 70 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) : With float glass panes of 4.0 mm thickness |
| 71 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting offollowing operations: a) Applying a slurry coat of neat cement using 2.75 kg/sum. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand )admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sum of cement admixed withwater proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square3mm deep. e) The whole terrace so finished shall be flooded with water fora minimum period of two weeks for curing and for final test.All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimumthickness at khurra as65 mm. |
| 72 | ROAD WORK |
| 73 | Random Rubble Stone Masonry laid in 1:6 cement and sandmortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specification) |
| 74 | H.P stone filling in back of wallls including cost of all material, royality t&p etc. complete. |
| 75 | Pointing on stone work with cement mortar 1:3 (1 cement : 3fine sand) : Raised and cut pointing |
| 76 | Providing & Fixing 110mm PVC Pipe For Weep Holes |
| 77 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub gradeand disposal of surplus earth lead upto 50 metres. |
| 78 | Supplying and stacking at site.90 mm to 45 mm size stone aggregate. |
| 79 | Supplying and stacking at site.63 mm to 45 mm size stone aggregate. |
| 80 | Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate. |
| 81 | Supplying and stacking at site.Stone screening 13.2 mm nominal size (Type A). |
| 82 | Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B). |
| 83 | Supplying and stacking at site. Good earth. |
| 84 | Supplying and stacking at site.Mooram |
| 85 | Laying , spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking , rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and broomingrequisite type of screening / binding material to fill upinterstices of coarse aggregate watering and compacting to the required density . |
| 86 | Prime coatMedium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 87 | Tack coatProviding and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 88 | Mix seal surfacingProviding, laying and rolling of close-graded premix surfacingmaterial of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates usingpenetration grade bitumen to required line, grade and level toserve as wearing course on a previously prepared base, includingmixing in a suitable plant, laying and rolling with a three wheel8-10 kN static roller and finishing to required level and grades as per Technical specification clause 509 By Manual MeanType-A Bitumen (S-90) |
| 89 | Seal coatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Manual Mean Case -I Type -A Seal coat using Bitumen (S-90) |
| 90 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-incharge. |
| 91 | C/O of KC type drain with kerb stone Construction of K.C. type drain as per Drawing of M-20 grade cement concrete precast kerb stone of size 15x40cm. with M-20 grade cement concrete precast base slab 50 cm.wide and 10 cm. thick over 7.5 cm. thick cement concrete in proportion 1:4:8 (Cement, coarse sand and 40 mm thick crushed stone ballast) including supply of all material, labour, T&P etc. required for proper completion of the work.C/O of KC type drain with kerb stone per m |
| 92 | Providing & Fixing110 mm PVC Pipe For Weep Holes |
| 93 | Wiring for light point/ fan ponit/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc.as required.Group C |
| 94 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core able in surface/ recessed PVC conduit as required. 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire for comp. point |
| 95 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core able in surface/ recessed PVC conduit as required.2 x 6 sq. mm + 1 x 6 sq. mm earth wire |
| 96 | Wiring for light/ power plug with 2 X 4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recesed PVC conduit along with 1 No. 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 97 | Supplying and flxing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and flxing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required. |
| 98 | Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 5 pin, 5/6 amps modular socket outlet and 5/6 amps modular type switch connection, painting etc, as required. |
| 99 | Supplying of general purpose batten suitable for "TL" 5 fluorescent lamp with aluminium symmetric reflector for surface mounting on the wall or ceiling, housing made of CRCA sheet steel, powder coated, high frequency ballast, suitable for "TL" 5 28W lamp etc. complete as required Single Box type - 1 x 28W T5 lamp |
| 100 | Installation, testing and commissioning of pre-wired, fluorecent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. direct on ceiling/ wall, including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 101 | Supplying and fixing following way, single pole and neutral, prewied, sheet steel, MCB disribution board, 240 volts, on suface/ recess, complete with loose wire box, terminal blocks, duly prewired with suitable size FR PVC insulated copper conductor up to terminal blocks, tinned copper busbar, neutral link, earth bar, din bar, detachable gland plate, intercnnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ lsolator) 2 + 8 way, Double door |
| 102 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps |
| 103 | Supplying & fixing 5 amps to 32 amps rating 240 volts `C" series, Miniature Circuit Breaker osuitable for lighting loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single Pole |
| 104 | Supplying and fixing 3 pin, 5 amp. ceilling rose on the existing junction box/ wooden block including connection etc. as required |
| 105 | Supplying, installation, testing and commissioning of 400mm wall bracket fan suitable foruse on single phase, 230 volt, 50Hz AC supply complete with all accessories. |
| 106 | Supplying of bulkhead luminaire suitable for 9 Watt CFL comprising of single piece pressure die-cast aluminium housing, powder coated, accommodating lamp holder and the aluminium gear tray assembly with ballast, heat resistant and toughened opal acrylic cover along with a gasket, capacitor andignitor, open construction ballast, control gears, prismatic diffusers etc. prewired upto the terminal block complete as reqd. |
| 107 | Supplying and laying of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 Volts grade (XLPE type) at a depth of 750mm below ground lever over a cushion of 75 mm. thick sand around and protect with burnt bricks on sides and on top. as directed by he Engineer-armouring of by he cable shall be properly connected with the earth conductor by clamps etc.4 x 6 sq.mm. |
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