Tender For Additional / Alternator To Certain Omqs At Af Stn Bhisiana; 2 Taking down cement or cement lime plaster of any description and any thickness on brick, concrete or stone walls, etc including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed by Engineer in Charge. 3 M&L for rendering 15 mm thick cement plaster in CM (1:4) on fair faces of brick or concrete surfaces and finishing the surface even and fair (without using extra cement) etc, complete all as specified and directed by Engineer in Charge. 4 M&L for rendering 12 mm thick cement plaster in CM (1:6) on fair faces of brick or concrete surfaces and finishing the surface even and fair (without using extra cement) etc, complete all as specified and directed by Engineer in Charge. 5 M&L for rendering 5 mm thick cement plaster in CM (1:3) on fair faces ofconcrete surfaces in ceiling, complete all as specified and directed by Engineer in Charge. 6 M&L for rough cast plaster on brick wall consisting under coat of cement and sand mortar (1:4) not less than 10mm thick and while it is still in plastic state the rough cast mixture consisting of crushed stone or fine gravel mixed with coarse sand and cement in the ratio 1:1:1 shall be applied and finish even, complete all as specified and directed by Engineer in Charge. 7 M&L for preparation of new plastered surfaces of walls and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces, complete all as specified and directed by Engineer in Charge. 8 M&L for Complete removal of existing treatment and preparation of old plastered / unplastered surfaces of walls/parapats andapplying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces, complete all as specified and directed by Engineer in Charge. 9 M&L for preparation of new plastered surfaces of Ceiling and applying three coats of white wash on Ceiling, complete all as specified and directed by Engineer in Charge. 10 M&L for preparation of old plastered surfaces of Ceiling and applying two coats of white wash on Ceiling, complete all as specified and directed by Engineer in Charge. 11 M&L for preparation of new plastered surfaces of walls and applying three coats of white wash, complete all as specified and directed by Engineer in Charge. 12 M&L for preparation of old plastered surfaces of walls and applying two coats of white wash, complete all as specified and directed by Engineer in Charge. 13 M&L for Preparation of new plastered surfaces of walls and applying two coats of oil bound distemper acrylic/distemper oil emulsion acrylic, white or tinted over a coat ofprimer of same make, complete all as specified and directed by Engineer in Charge. 14 M&L for Complete removal of existing treatment andpreparation of old plastered surfaces of walls and applying two coats of Oil bound distemper acrylic /distemper oil emulsion acrylic, white or tinted over a priming coat of same make on wall surfaces, complete all as specified and directed by Engineer in Charge. 15 M&L applying 1-2 mm thick wall care putty (JK/Birla/berger) on walls, including making surface even and smooth using sand paper before applying Priming coat, complete all as specified and directed by Engineer in Charge. 16 Demolition of reinforced cement concrete of any description and in any position, cut as required to facilitate demolition, complete all as specified and directed by Engineer in Charge. 17 M&L for reinforced cement concrete 1:2:4, Type-B-1 (Using 20mm graded stone aggregate) in roofs, floors, kitchen platform, beams, lintels, Columns, shelves, staircase, landing,parapets and railings and with similar suspended works including necessary form work required at site and applying a coat of cement slurry over old surfaces of concrete to make perfect binding, complete all as specified and directed by Engineer in Charge. 18 M&L for reinforced cement concrete 1:2:4, Type-B-1 (Using 20mm graded stone aggregate) in chhajjas including necessary form work required at site and applying a coat of cement slurry over old surfaces of concrete to make perfect binding, complete all as specified and directed by Engineer in Charge. 19 M&L for Formwork to chullah hoods, shelves, chajjas, troughs and similar items in flats including edges, complete all as specified and directed by Engineer in Charge. 20 M&L for repair to RCC ceiling, sunshades, Chajjas, Balconies, Columns, bands, beams, roof slab and similar RCC work at any position/height by dismantling loose/disintegrated portion and dubbing out with Cement Concrete 1:1½:3, 15mm to 50mm thick using 6 to 12mm graded stone aggregate to make up and finished to required shape including provision of necessary supports if required and stitching of cracks with mild steel U clamps made out of 8mm dia @ 150mm c/c with inserting concrete block stretcherwith cement mortar 1:3 mixed with adhesive chemical (Polymer based) and reinforced with PVC chicken mesh including form work where ever required and finished with10 mm thick plastering in CM 1:4 finished even and fair without using extra cement including preparation of surfaces to receive finishes, complete all as specified and directed by Engineer in Charge.Note:- The Extra area of 300mm around the actual affected area will be checked and repaired and only repaired portion will be taken for measurement. 21 M&L for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 10 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 5cm but n exc 10cm wide for rough finished concrete surface, complete all as specified and directed by Engineer in Charge. 22 M&L for mild steel TMTbars 8 to 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer in Charge. 23 M&L for mild steel TMTbars 6 to 8mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer in Charge. 24 S&F chicken wire mesh / hard drawn wire fabric of weight not exc 4 kg per sqm, cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9 mm dia, complete all as specified and directed by Engineer in Charge. 25 Demolition of cement concrete unreinforcedof any description in any position not exceeding 150 mm thick (below or above ground level), complete all as specified and directed by Engineer in Charge. 26 M&L for 75 mm thick Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) in plinth protectionfinishing cement concrete surface even and fair without using extra cement, including making construction joint at a interval not exceeding 3.00 m and at each corner and filled with sealing compound with grade A (normal) in 25/30, complete all as specified and directed by Engineer in Charge. 27 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and directed by Engineer in Charge. 28 M&L for 25 mm thick cement concrete 1:2:4, Type B1 (Using 20 mm graded stone aggregate), as in sub base of floor, complete all as specified and directed by Engineer in Charge. 29 M&L for Non skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed in CM (1:6) for laying floor finishes, complete all as specified and directed by Engineer in Charge. 30 M&L for Non skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm on vertical surfaces as in skirting set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10mm thick cement plaster in CM 1:4 to receive vertical tiles, complete all as specified and directed by Engineer in Charge. 31 M&L for vitrified tiles 9 to 10 mm thick light shade (square/ rectangular) polished, area of each tile not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed in CM (1:4) for laying floor finishes, complete all as specified and directed by Engineer in Charge. 32 M&L for vitrified tiles 9 to 10 mm thick light shade (square/ rectangular) on vertical surfaces as in skirting set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10mm thick cement plaster in CM 1:4 to receive vertical tiles, complete all as specified and directed by Engineer in Charge. 33 M&L for Glazed ceramic coloured tiles in vertical surface 350x250x7 mm / 450x350x7mm thick including 10mm thick cement plaster in CM 1:4 set and jointed in neat cement slurry and pointed in white or colour cement to match, complete all as specified and directed by Engineer in Charge. 34 Demolition of stone slabs and tiles of any description or thickness in floors aprons etc laid bedded and pointed in any mortar, complete all as specified and directed by Engineer in Charge. 35 M&L for Granite (of any Type) worktable rubbed and polished 20 mm thick machine cut, in steps, jams, pillars, window cills, cooking platforms and like laid and bedded over 15 mm thick cement mortar in CM (1:6) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, complete all as specified and directed by Engineer in Charge. 36 M&L for 12-15mm thick green marble slab flooring including 15mm thick screed bed in CM (1:4)laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab one side bullnosed etc, complete all as specified and directed by Engineer in Charge.Note: Cost of Screed Bed will deem to be included in the Quoted Unit Rate. 37 M&L for 12-15mm thick green marble in riser of steps, skirting, dado and pillar laid over cement screed and cement slurry including 10mm thick cement plaster 1:3 CM to receive kota stone and jointedrubbing and polishing, complete all as specified and directed by Engineer in Charge.Note: Cost of cement plaster deem to be included in the Quoted Unit Rate. 38 Rounding the edge of stone slabs one edge such as in steps, cooking platforms, and the other simmilar situation, complete all as specified and directed by Engineer in Charge. 39 Demolition of cement concrete (unreinforced) exc 15 cm thickness but above ground floor, sunkan floor, complete all as specified and directed by Engineer in Charge. 40 M&L for 15 mm thick rendering in cement mortar (1:3) as in sunken portion walls and floor, mixed with water proofing compound 3%by weightof cement, finishing surfaces even & smooth without using extra cement, complete all as specified and directed by Engineer in Charge.Note :- water proofing compound shall be measured and paid under appropriate item of this Sch ‘A’ 41 Supplying only integral water proofing compound, mixed as per instruction given over it, complete all as specified and directed by Engineer in Charge. 42 M&L for bitumen hot blown any grade, applied hot, intwo coats to concrete surfaces at the rate of 1.5 Kg per Sqm per coat, including cleaning of surfaces, complete all as specified and directed by Engineer in Charge. 43 M&L for laying 50 micron polyethylene film, black in floors of sunkan, complete all as specified and directed by Engineer in Charge. 44 M&L for Plain cement concrete 1:5:10, type E-2 (using 40mm graded stone aggregate) in fillingof sunken floorand mass concrete, complete all as specified and directed by Engineer in Charge. 45 M&L for 50 mm diaGI sought pipefixed in sunken floors by means of cutting holes in wall/ taking down old u/s pipe, fixed andbeded in cement mortar/ PCC (1:2:4)and making good the disturbed portion of wall, complete all as specified and directed by Engineer in Charge. 46 Dismantling cast iron or reinforced concrete pipes, floor/walls up to 100 mm bore jointed in cement mortar and taking out, complete all as specified and directed by Engineer in Charge. 47 S&F of 110 mm bore PVC (SWR) pipes (Medium duty) single socketed in any length with rubber ring joints fixed to walls/floor with and including clamps, nut bolts including dismantling of old outlet pipe etc, complete all as specified and directed by Engineer in Charge. 48 S&F of 110 mm bore PVC (SWR) bends any radius, complete all as specified and directed by Engineer in Charge. 49 S&F of 110mm PVC (SWR) branch piece, single (single Y/T) equal or unequal, complete all as specified and directed by Engineer in Charge. 50 S&F of 75 mm bore PVC (SWR) pipes (Medium duty) single socketed in any length with rubber ring joints fixed to walls/floor with and including clamps, nut bolts including dismantling of old outlet pipe etc, complete all as specified and directed by Engineer in Charge. 51 S&F 75 mm bore PVC (SWR) bends any radius, complete all as specified and directed by Engineer in Charge. 52 S&F 75mm PVC (SWR) branch piece, single (single Y/T) equal or unequal, complete all as specified and directed by Engineer in Charge. 53 S&F in repair PVC (SWR) floor trap 75mm, plain with grating including jointing with solvent cement, complete all as specified and directed by Engineer in Charge. 54 S&F in repair stack clamp for 75 mm bore pipe out of 50 mm by 5 mm flat iron and 16 round round iron stay including bolt and nuts and securing ends of stay to walls or roof, complete all as specified and directed by Engineer in Charge. 55 S&F in repair stack clamp for 100 mm bore pipe out of 50 mm by 5 mm flat iron and 16 round round iron stay including bolt and nuts and securing ends of stay to walls or roof, complete all as specified and directed by Engineer in Charge. 56 M&L for providing precast cement concrete cover slabs using cement concrete 1:2:4, Type B1 (Using 20 mm graded stone aggregate)(for manholes etc) and similar works, complete all as specified and directed by Engineer in Charge. 57 Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store, complete all as specified and directed by Engineer in Charge. 58 M&L 15 mm dia tubes medium grade galvanised with all fitting and fixed complete to walls and ceilings or laid in floors, complete all as specified and directed by Engineer in Charge. 59 Fixing only 15 mm dia steel tubes any grade to walls and ceilings or laying in floors, including new fittings as required, complete all as specified and directed by Engineer in Charge. 60 Taking up or down 20 mm bore steel tubing and connections, including cleaning for refixing or removal to store, complete all as specified and directed by Engineer in Charge. 61 M&L 20 mm dia tubes medium grade galvanised with all fitting and fixed complete to walls and ceilings or laid in floors, complete all as specified and directed by Engineer in Charge. 62 Fixing only 20 mm dia steel tubes any grade to walls and ceilings or laying in floors, including new fittings as required, complete all as specified and directed by Engineer in Charge. 63 Cutting chases, pining in making good to facing where required and pointing incement mortar 1:3 for concealed water tubing, cutting not exc 10 cm girth, complete all as specified and directed by Engineer in Charge. 64 Dismantling PVCwater tanksExc 250 Ltr and n exc 500 Ltr and removing to store, complete all as specified and directed by Engineer in Charge. 65 M&L for three layered white colourRotational moulded polyethylene water storage tanks of 500 ltrCapacity (Cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I, complete all as specified and directed by Engineer in Charge. 66 Dismantling PVCwater tanksExc 500 Ltr and n exc 1000 Ltr and removing to store, complete all as specified and directed by Engineer in Charge. 67 M&L for three layered white colourRotational moulded polyethylene water storage tanks of 1000 ltrCapacity (Cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I, complete all as specified and directed by Engineer in Charge. 68 M&L for 20mm Ballvalves, high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed as in repairs, complete all as specified and directed by Engineer in Charge. 69 M&L for Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed Screwed both ends for iron pipes or for union and fixed in repairto 20mm dia of pipe, complete all as specified and directed by Engineer in Charge. 70 M&L for Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed Screwed both ends for iron pipes or for union and fixed in repair to 15 mm dia of pipe, complete all as specified and directed by Engineer in Charge. 71 M&L for Vitreous china squatting pan, Orissa pattern, size 580 x 440 mm white with integral foot rests complete including provision of lime concrete bedding fixed as in repairs, complete all as specified and directed by Engineer in Charge. 72 Supply only PVC (SWR) P’ trap 100 mm bore, complete all as specified and directed by Engineer in Charge. 73 S&F in repair china wash down water closet pedestal pattern white excluding flush and fix to position, including seat cover and connection to drain etc, complete all as specified and directed by Engineer in Charge. 74 S&F of Health faucet fixing in pipe etc, complete all as specified and directed by Engineer in Charge. 75 S&F of Toilet paper holder of stainless steel fixed to walls, complete all as specified and directed by Engineer in Charge. 76 S&F of Sheet glass shelf assembly consisting of 5.5mm thick sheet glass corner shelf 12cm wide with chromium plated bracket guard and railing 60cm long, complete all as specified and directed by Engineer in Charge. 77 M&L for PVC valve less, symphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle, complete with flush pipe of polyethylene of low or high density or PVC 32 mm dia, including brackets/ fastening assesoriesof 10 litres capacity, fixed in repair, complete all as specified and directed by Engineer in Charge. 78 S&F in repair for mirror cabinet ofmin size 430x330 mm with operable door shutteras approved by GE, complete all as specified and directed by Engineer in Charge. 79 M&L for Vitreous China wash basin, white, flat back, size 550x400mm fixed on brackets or stands, including 32 mm waste coupling CP Brass, fixed in repair, complete all as specified and directed by Engineer in Charge. 80 S&F of CP Brass chromium plated bottle traps 32 mm bore for wash basins with inlet and outlet screwed for pipe or connections including necessary packing, union and cap, complete all as specified and directed by Engineer in Charge. 81 S&F in repair wash hand basinBrass CP mixture 15mm bore for mixing hot and cold water screwed down for 15 mm iron pipe and fixed, complete all as specified and directed by Engineer in Charge. 82 S&F in repair 15 mm dia bore CP angular stop cock/Angle valve with wall flange cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for union, complete all as specified and directed by Engineer in Charge. 83 S&F in repair15 mm dia bore CP concealed stop cockcast copper alloy chromium plated with long sahnk, fancy type, screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for union, complete all as specified and directed by Engineer in Charge. 84 S&F in repair PVC connections 15 mm size with PTMT nuts of length 450mm, complete all as specified and directed by Engineer in Charge. 85 S&F in repair PVC connections 15 mm size with PTMT nuts of length 600 mm, complete all as specified and directed by Engineer in Charge. 86 S&F in repair, 15 mm diaBib taps,fancy type Chromium plated, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified and directed by Engineer in Charge. 87 S&F in repair, brass CP Wall mixer, 15 mm bore, for mixing hot and cold water , screwed down for iron pipe and fixed, complete all as specified and directed by Engineer in Charge. 88 S&F of wall mounted goose neck sink mixer (Hot and Cold)with provision of swivel arm, connecting legs and wall flanges, complete all as specified and directed by Engineer in Charge. 89 S&F in repair, Brass Chromium plated shower rose 125 mm size with or without swivel joints, including fixing to steel pipe or union, complete all as specified and directed by Engineer in Charge. 90 S&F in repair stainless steel soap dish, complete all as specified and directed by Engineer in Charge. 91 S&F in repair Brass CP tubular towel rail of 20 mm dia, D type ,60 CM long between flange, complete all as specified and directed by Engineer in Charge. 92 S&F of stainless steel towel ring round/square with cap, with fixing screws, complete all as specified and directed by Engineer in Charge. 93 S&F in repair sinks made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 600mm x 450mm, including 40 mm bore dia CP waste coupling (half/full threaded with 900 mm and PVC waste pipe min 900 mm long, complete all as specified and directed by Engineer in Charge. 94 S&F in repair, sinks made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm, including 40 mm bore dia CP waste coupling (half/full threaded with 900 mm and PVC waste pipe min 900 mm long, complete all as specified and directed by Engineer in Charge. 95 S&F in repair Kitchen Plate rack withof size 750x900x250mm of stainless steel, complete all as specified and directed by Engineer in Charge. 96 S&F of coat hooks of six pegs made out of stainless steel 45 cm long (as per sample), complete all as specified and directed by Engineer in Charge. 97 Dismantling of boarding in any position and in any description fixed with nail, complete all as specified and directed by Engineer in Charge. 98 S&F of 18 mm thick PVC ply of Plain colour fixed with screws, solvent cement/ adhesive to make kitchen cabinet sides top and bottom and shelves inside the cabinets complete as perspecifications, complete all as specified and directed by Engineer in Charge. 99 S&F of 18 mm thick PVC ply of one side Prelam/Rigidlam and other side balancing laminate colour to make kitchen cabinet Shutter/ drawer Front shutters, complete all as specified and directed by Engineer in Charge. 100 S&F of 5 mm thick PVC ply of plain white colour fixed with screws, solvent cement/ adhesive to make kitchen cabinet back covering and pull out drawer base, complete all as specified and directed by Engineer in Charge. 101 S&F for 20mm wide & 1mm thick PVC edge bedding of PVC pested on edges with suitable adhesive, complete all as specified and directed by Engineer in Charge. 102 S&F of auto closing hinges operable at 0 degree for kitchen cabinet shutters, complete all as specified and directed by Engineer in Charge. 103 S&F of Ball bearing runners 45 mm Telescopic Channel ( 20 Inch ) full extension load capacity 50 kgs, complete all as specified and directed by Engineer in Charge. 104 S&F of stainless steel handles 100 mm size for kitchen cabinet shutters, complete all as specified and directed by Engineer in Charge. 105 S&F of chrome plated stainless steel wire basket (storage basket) pull out type for large utensils, size 486 x 500 mm with necessary fixing clips etc, complete all as specified and directed by Engineer in Charge. 106 S&F of chrome plated stainless steel wire basket (cup and saucer basket) pull out type, size 530 x 500 mm with necessary fixing clips etc, complete all as specified and directed by Engineer in Charge. 107 S&F of chrome plated stainless steel wire basket (Jar basket) pull out type, size 536 x 500 mm with necessary fixing clips etc, complete all as specified and directed by Engineer in Charge. 108 S&F of chrome plated stainless steel wire basket (Thali basket) pull out type, size 380 x 500 mm with necessary fixing clips etc, complete all as specified and directed by Engineer in Charge. 109 S&F of chrome plated stainless steel wire basket (cutlery basket) pull out type, size 380 x 500 mm with necessary fixing clips etc, complete all as specified and directed by Engineer in Charge. 110 S&F of chrome plated stainless steel wire basket (Grain Trolley) pull out type, size 380 x 500 mm with necessary sliding frame structure, fixing clips etc, complete all as specified and directed by Engineer in Charge. 111 S&F of chrome plated stainless steel wire basket (storage / Plain basket) pull out type, size 380 x 500 mm with necessary fixing clips etc, complete all as specified and directed by Engineer in Charge. 112 S&F of chrome plated stainless steel wire basket (Bottle pull out) pull out type, size 150 to 200 mm with necessary sliding frame structure, fixing clips etc, complete all as specified and directed by Engineer in Charge. 113 M&L Continuous piano hingesstainless steel, bright finish width of flaps when open 40 mm, complete all as specified and directed by Engineer in Charge. 114 S&F of Hasp and staple safety type aluminium powder coated with mild steel pin including bolt to hinge plate and fix with screws 150 mm size of hasps and staples, complete all as specified and directed by Engineer in Charge. 115 S&F of Magnetic catcherfor cupboards, complete all as specified and directed by Engineer in Charge. 116 S&F in repair 20 mm dia stainless steel polished 204 grade drapery rod/curtain rod 1 to 2mm thick with finals decorative, including fixing of brackets and both ends decorative nobs, complete all as specified and directed by Engineer in Charge. 117 S&F in repair MS powder coated Curtain Rods 18 to20 mm boreover doors and windows , with fixing MS powder coated brackets, including screws,rawal plug ,and PVC powder coated fineals/ fancy type end bulbs at each end of curtains rod, any colour etc, complete all as specified and directed by Engineer in Charge. 118 Taking down Chowkhats or frames (door/window) of any type not exc 1.5 Sqm each(without taking off shutters from the frames), complete all as specified and directed by Engineer in Charge. 119 Taking down shutter of area exc 1 sqm but n exc 2 sqm each, complete all as specified and directed by Engineer in Charge. 120 S&F of Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 85 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length, complete all as specified and directed by Engineer in Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made 121 S&F of Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded Prelam PVC Sheet on the front face & 2mm Plain colour PVC Sheet on back face, supplying & fixing in frame at site as per specification & drawing, complete all as specified and directed by Engineer in Charge. 122 S&F of 100 mm sizeButt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21, complete all as specified and directed by Engineer in Charge. 123 S&F of 125 mm size Extruded aluminium alloy handles, fabricated type, anodised, complete all as specified and directed by Engineer in Charge. 124 S&F of 100 mm Aluminium anodised, barrel tower bolts of extruded section and fixed, complete all as specified and directed by Engineer in Charge. 125 S&F of Anodised aluminium frame for doors, windows ventilators (Powder Coated)with one or more rebates including joining cleat for fixing etc, complete all as specified and directed by Engineer in Charge. 126 S&F of Powder coated Anodised aluminium side hung /sliding type window and ventilator shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, locks, glazing clips, rubber packing, anodised aluminium snap beading, screws etc, complete all as specified and directed by Engineer in Charge. 127 M&L for sheet glass ordinary quality 5.5mm thick and glazing with oil putty or fixed with bead/ glazing pins in squares n.exc 0.5 sqm each pane all corner of glass to be fixed with silicon, complete all as specified and directed by Engineer in Charge. 128 S&F of Stainless steelwire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tack or galvanised wire staple, complete all as specified and directed by Engineer in Charge. 129 S&F of Powder coated aluminium decorative grill of size of mesh 75mm fixed with doors, window for safety of glass etc, complete all as specified and directed by Engineer in Charge. 130 S&F of steel window/ventilator of box section having 1.25 mm thick CRC sheetframe with double shutterinside gauged shutter and outsideglazed shutterwith one nos steel handle in each shutter, one nospeg stay in each shutter, complete with glazing bars and 08 Nos of 10 x 10 mm square guard bars in equal spacing, devoited or welded as per sample incl one coat of red oxide primer, The rates includes 4 mm thick plain sheet glass and galvanized mild steelwire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and 2 coat of synthetic enamel paint over a coat of zinc chrome primer), complete all as specified and directed by Engineer in Charge.Note : The design of window to be facilitated by cooler fixing provision where ever reqd) 131 Taking down chowkats & shutters without taking offshutters from the frame, size of openingexc. 1.50 sqm but not exc 4 sqmeach, complete all as specified and directed by Engineer in Charge. 132 S&F of Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65 x 100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length, complete all as specified and directed by Engineer in Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made 133 S&F of Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65 x 125 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length, complete all as specified and directed by Engineer in Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 134 S&F of 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. 135 M&L for Cement Concrete 1:2:4, type B2 (using 20 mm graded stone aggregate) in hold fast of steel chowkhat/ frames etc, complete all as specified and directed by Engineer in Charge. 136 S&F of factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size35mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, complete all as specified and directed by Engineer in Charge. 137 S&F of factory made PVC Prelam wire mesh solid door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15mm x 15mm for top, lock & bottom rail. M.S. frame shall have a coat of metal primer of approved make and manufacturer. 19mm x 19mm M.S. square tube shall be covered with heat moulded prelam sheet C channel made from 5mm (+ 0.25) thick PVC sheet of Density 600 kg/Cbm Manufactured by an ISO-9001-2015 certified company, of size 30mm thickness, 115mm width out of which 100mm shall be flat and 15mm shall be bent in 90 degree angle on either side forming stiles, one of the 90 degree bend edge is cut from stiles as well as rails to nails from inner side of door to hide wiremesh fixing steel screws. 5mm (+25) thick 140mm wide PVC sheet out of which 125 mm shall be flat and 15mm shall be 90 degree on the inner side to form top and bottom rail and 155mm wide PVC sheet out of which 100mm shall be flat and 15mm shall be bent in 90 degree on both side to form lock rail. An additional 5mm (+25) thick PVC strip of 20mm width is to be stuck on the interior side of the CChannel using PVC solvent cement adhesive. Panel will be of GI/SS wire mesh of 24 gauge to be fitted inside area of stiles & rails. The wire mesh in top, bottoM&Lock rail is sealed with 15mm x 15mm tube with steel screw of size 13/6mm, 10mm (5mm x 2 nos) thick PVC strip of 25 mm width is to be stuck & nails on both side of G.I wire mesh interior at the top, bottoM&Lock rail. 10mm thick (5mm x 2nos) thick, 20mm wide cross PVC sheet as gap insert for top & bottom rail Door to be fixed to frame with 3 nos. M.S powder coated butt hinges size 100mmx25mmx2mm and 32mm long steel screw drilled suitable to pass through both the walls of the M.S. tube. Other hardwares should be fixed with 19x6mm size steel screw etc, complete all as specified and directed by Engineer in Charge. 138 S&F of Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes framed guard bars barred iron doors ladders framedbalusters walk ways railings framework of water tanks, cooler stands and similar work conforming to Fe.290.Gde-E-165, complete all as specified and directed by Engineer in Charge. 139 Taking down shutter of any description exc 1.00 sqm but not exc 2.0 sqm each and refixing in same opening after easing and adjusting (Chowkat/frame changed) etc, complete all as specified and directed by Engineer in Charge. 140 S&F of 200 mm stainless steel barrel tower bolts of extruded section, complete all as specified and directed by Engineer in Charge. 141 S&F of 300 mm stainless steel decorative sliding door bolt with hasp and staple (bolt type) and fixing clips of sheet , extruded sections and fixing bolts and sliding bolts of extruded section, complete all as specified and directed by Engineer in Charge. 142 S&F of 150 mm stainless steel alloy handles, anodised, complete all as specified and directed by Engineer in Charge. 143 S&F of floor door stopper of size 140 mmof aluminium ally body and tongue, anodised, with hard drawn steel spring ficed in floors, complete all as specified and directed by Engineer in Charge. 144 S&F of mild steel300mm ordinary rat tail rod pattern springs, including roller and roller plate fixed in repairs, complete all as specified and directed by Engineer in Charge. 145 S&F of Aluminium body door cill upto 1mtr length at bottom part of door to stop entry of insect inside the room, complete all as specified and directed by Engineer in Charge. 146 S&F in repairs galvanized mild steelwire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tack or galvanised wire staple, complete all as specified and directed by Engineer in Charge. 147 M&L for Preparation of old wooden surface and applying two coat of synthetic enamel paint, complete all as specified and directed by Engineer in Charge. 148 M&L for preparation of new steel surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer exposed to view surfaces, complete all as specified and directed by Engineer in Charge. 149 M&L for preparation of old steel surfaces of any description not otherwise described over 10cm width or girth and applying one coats of synthetic enamel paint over, complete all as specified and directed by Engineer in Charge. 150 M&L for 75 mm thick Plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) in a sub base for floors/ path, hard standing etc, complete all as specified and directed by Engineer in Charge. 151 M&L for machine pressed precast concrete inter locking paver block any shape and size conforming to IS 15658-2006 of 40 mm thickness M-35 grade with grey cement and pigment, complete all as specified and directed by Engineer in Charge. 152 M&L for Sand filling under floors 20mm thick or in foundations including watering and consolidation, complete all as specified and directed by Engineer in Charge. 153 M&L for cement concrete 1:2:4, type B0 (using 12.5mm graded stone aggregate) as in kerbs or mud stops or on edges, complete all as specified and directed by Engineer in Charge. 154 Dismantling brick tiles or terracing tiles single layers on roof, complete all as specified and directed by Engineer in Charge. 155 Demolition of mud in roofs, any thickness including plastering/pcc padding and leaping (where full thickness removed or only a part there of), complete all as specified and directed by Engineer in Charge. 156 M&L for Roughening surfaces of old concrete floor by picking,sweeping clean and washing down with water to remove dust etc including dismantling existing membrane, complete all as specified and directed by Engineer in Charge. 157 M&L for Brushing neat cement slurry with 3.0 kg of cement per sqm, complete all as specified and directed by Engineer in Charge. 158 M&L for providing cement concrete 1:2:4, type BO (Using12.5 mm graded stone aggregate) for providing slope, maintain level, roof kerbs or mud stops rounded or chamfered edges, complete all as specified and directed by Engineer in Charge. 159 M&L for 10 mm thick cement screed bed or bedding layer/ plaster in cement (1:4) mixed with water proofing compound on concrete roof surface, complete all as specified and directed by Engineer in Charge. 160 M&L for UV stable single component fibre reinforced elastomeric liquid applied waterproofing membrane having solid content of 55% formulated wih PU hybrid polymers and reinforcing acrylic fibres and having sun reflectivity Index (SRI) of 106. The application of the material should be done in three coat (6 hr gap after each coat) on the substrate, applying first self priming coat at ratio of damp proof ultra and water 3:1 then 2 undiluted coat of damp proof ultra obtaining coverage @1 ltr/10 sqft in three coats. The vital physical and chemical parameters shall be as under. Min elongation at break of 350%, crack bridging ability of 2.5 mm @650 microns thickness, resists positive hydrostatic pressure of up to 10 bars. The material shall be applied with brush or roller, complete all as specified and directed by Engineer in Charge. Also, proper surface preparation along with covingat corners is must. Note: The work shall be executed by the authorized applicator of the manufacturer only. 161 Demolition of Brickwork or stone/ boulder masonry, built in cement mortar or cement lime mortar, complete all as specified and directed by Engineer in Charge. 162 M&L for brick work with subclass B bricks, straight or curved on plan exc 6 m mean radius, buit in cement mortar (1:6), complete all as specified and directed by Engineer in Charge. 163 M&L for brick work with subclass B bricks, straight or curved on plan to anybradius in half brick thick wall, built in cement mortar (1:4), complete all as specified and directed by Engineer in Charge. 164 SCH A PART - I (BUILDING WORK E/M PORTION) 165 Taking down carefully copper/ aluminium point wiring (light fan socket or power) complete along with fittings such as switches, ceiling roses, Pendants regulators Tube fittings and other Kit & Fittings/conduitfromsurface /wall Removing the material from work site and making good the disturbed portion/ surface of wall/ floor/ ceiling etc by using cement mortar and colour/ white wash to match with the existing surface / location, complete all as specified and directed by Engineer in Charge.Note :- Serviceable fitting / fixtures will be reused in the work. 166 Taking down un-serviceable main switch, DB’s insulators, DB for MCB etc of any type and any capacity and further disposal including making good the disturbed surface and matching the colour of wall with the existing colour wash / paint / distemper wherever required (as per the existing ), complete all as specified and directed by Engineer in Charge. 167 Taking down ceiling fan of any descriptions, servicing and repairs of fans as required, fixing back, connecting and testing the fanfor its satisfactory functionincluding making good the disturbed surface and matching the colour of wall with the existing colour wash / paint / distemper wherever required (as per the existing ), complete all as specified and directed by Engineer in Charge. 168 Taking down exhaustfan of any descriptions, servicing and repairs of fans as required, fixing back, connecting and testing the fanfor its satisfactory functionincluding making good the disturbed surface and matching the colour of wall with the existing colour wash/paint/distemper wherever required (as per the existing ), complete all as specified and directed by Engineer in Charge. 169 S&F of exhaust fans steel body AC single phase 230/ 240 V ,50 Hz of size 300 mm sweep with louver, complete all as specified and directed by Engineer in Charge. 170 Taking down elect water heater of any descriptions, servicing and repairs (Including replacement of old pvc connection hot & cold2 Nos & 4 Nos fasteners) of geyseras required, fixing back, connecting and testing the geyser for its satisfactory functionincluding making good the disturbed surface and matching the colour of wall with the existing colour wash / paint / distemper wherever required (as per the existing ), complete all as specified and directed by Engineer in Charge. 171 M&L for point wiringwith FRLSPVC insulated unsheathed multi-stranded copper conductor 1.5 Sq.mm (nominal area ) single core cable 1100 Volt grade drawninand including rigid non metallic concealed PVC Conduit of suitable size (not less than 20 mm) on wall , surface of ceiling with all fittings, such as tee, bend, elbow, socket etc including pressed steel sunken boxes(Terminal boxes) with earth dolly, duly galvanised, with white shade frame & cover plate of suitable module for modular switch / or sockets including FRLSPVC insulated unsheathed stranded copper conductor 1.5 Sq.mm (nominal area ) single core cable as earth continuity conductor to common earth and connected to earth dolly, complete all as specified and directed by Engineer in Charge.Notes: (i) Cost of Pressed steel Terminal Boxes and modular Top cover plate shall be included in point wiring. (ii) Wiring shall be done as per colour code in IS for phase, neutral and earth.(iii) Cost of Eye/bottle thimbles used for connection in switches/sockets & MCBs in DBs shall deemed to be included in the unit rate quoted for this item. 172 All as per description item no 2.07 but One light/fan point controlled by one 1-way switch 173 All as per description item no 2.07 but One light/fan point controlled by two 2-way switch 174 All as per description item no 2.07 but One3/5 pin socket outlet, 5 Amp on independent board 175 All as per description item no 2.07 but One3/5 pin socket outlet, 5 Amp on same board 176 All as per description item no 2.07 but One bell /buzzerpoint controlledby one push button on independent board 177 M&L for point wiring with FRLSPVC insulated unsheathed multi-stranded copper conductor 2.5 Sq.mm (nominal area) single core cable 1100 Volt grade drawninand including rigid non metallic concealed PVC Conduit on wall, surface of ceiling with all fittings, such as tee, bend, elbow, socket etc including pressed steel sunken boxes(Terminal boxes) with earth dolly, duly galvanised, with white shade frame & cover plate of suitable module for modular switch/ sockets including FRLSPVC insulated unsheathed stranded copper conductor 2.5 Sq.mm (nominal area ) single core cable as earth continuity conductor to common earth and connected to earth dolly, complete all as specified and directed by Engineer in Charge.Notes: (i) Cost of Pressed steel Terminal Boxes and modular Top cover plate shall be included in point wiring. (ii) Wiring shall be done as per colour code in IS for phase, neutral and earth.(iii) Cost of Eye/bottle thimbles used for connection in switches/sockets & MCBs in DBs shall deemed to be included in the unit rate quoted for this item. 178 Dismantling/ Taking down existing unserviceable sub main wiring from batten/ conduit of any size all as directed. Removing the material from work site and making good the disturbed portion/ surface of wall/ floor/ ceiling etc by using cement mortar and colour/ white wash to match with the existing surface/ location, complete all as specified and directed by Engineer in Charge. 179 M&L for sub main surface wiring with PVC insulated unsheathed copper conductor cable of size 6 Sqmm single core through concealed rigid non-metallicPVC conduit of suitable size (Not less than25mm dia)inwall and surface of ceiling including 6 Sqmm PVC insulated unsheathed copper conductor cable for continuous earthing form main earth dolly includingmakinggoodthedisturbedpotionofwall, complete all as specified and directed by Engineer in Charge. Note:- Two run of 6 Sqmm copper cable one run of 6 Sqmm copper cable and PVC conduit will be measured as a single length) 180 S&F of Switch Modular type, 6 Amp, 240 Volts , one way, complete all as specified and directed by Engineer in Charge. 181 S&F of Switch Modular type,6 Amp, 240 Volts , Two way, complete all as specified and directed by Engineer in Charge. 182 S&F of Switch Modular type, 16 Amp,240 Volts , one way, complete all as specified and directed by Engineer in Charge. 183 S&F of Socket outlet, Modular type, 6 Amp, complete all as specified and directed by Engineer in Charge. 184 S&F of Socket outlet, Modular type, 6&16 Amp, complete all as specified and directed by Engineer in Charge. 185 S&F of Bell Push, Modular type, 6 Amp, complete all as specified and directed by Engineer in Charge. 186 S&F of Fan regulator, modular type electronic step type, complete all as specified and directed by Engineer in Charge. 187 S&F of ceiling rose surface Bakelite two to three terminal 65x50 mm, complete all as specified and directed by Engineer in Charge. 188 S&F in replacement Tube light fittings LED type 1x20 Watt4 ft long incl LED tube rod and incl 3 core flexible wire 0.75 Sqmm copper cable, complete all as specified and directed by Engineer in Charge. 189 S&F in replacement Tube light fittings LED type 1X10 Watt, 2 ft long incl LED tube rod and incl 3 core flexible wire 0.75 Sqmm copper cable, complete all as specified and directed by Engineer in Charge. 190 S&F of LED bulk head,10 W, complete all as specified and directed by Engineer in Charge. 191 S&F of Lamp holder, PVC/Polycarbonate type with back plate suitable for batten fittings, complete all as specified and directed by Engineer in Charge. 192 S&F of LED Bulb 9 watt 230 volt, 50 Hz retrofit type, complete all as specified and directed by Engineer in Charge. 193 S&F of bellding dong operating on AC 230 volt,50 HZ single phase, complete all as specified and directed by Engineer in Charge. 194 S&F of MCBDB SPN8 Waywith acrylic double door, complete all as specified and directed by Engineer in Charge. 195 S&F including flushing in wallMCB distribution board verticalTPN 4 way 415 Volts AC double door type sheet steel phosphotised powder painted with bus bar neutral earth barincluding provision of MCB TPN, FP 100 Ampconforming to IP 43as incomer, complete all as specified and directed by Engineer in Charge. 196 S&F of MCCB 4 pole100Amp 415 voltwith breaking capacity of 16 KA, complete all as specified and directed by Engineer in Charge. 197 S&F of MCB SPN 240V 40 Amps C series 10 KA, complete all as specified and directed by Engineer in Charge. 198 S&F of MCB SP 240V 6 to 32 Amps C series 10 KA, complete all as specified and directed by Engineer in Charge. 199 Taking Down the KWH meteralong with wooden board/DB after removingall electricalconnection, complete all as specified and directed by Engineer in Charge. 200 Refixing & connecting the same or newserviceableKWH energy meterafter wiring, complete all as specified and directed by Engineer in Charge. 201 S&F of Sheet metal enclosure factory made of size 20cm x 25cm x 12.5 cm deep box made out of 3.15mm thick ms sheet with double door with locking arrangement, epoxy power coated holes drilled for cable entries suitable for accommodating electric energy meterincluding brick/cement works as per site requirementincludiing flushing the box in walll and making good the disturbed portion of wall/ surface, complete all as specified and directed by Engineer in Charge. 202 Taking down old U/S LT UG cable of any size from trenches/ pipe/ floor/ walls, complete all as specified and directed by Engineer in Charge. 203 Supply,laying & jointing cable XLPEinsulatedPVC sheathedstrip wire armoured1100 volt4 core 25 sqmm multi stranded aluminiumconductor laid in trenches/wall/ducts etcincluding necessary fixing arrangement such as cable lugs glands etc completeafter removing/taking out extg unsvcable to the entire satisfaction, complete all as specified and directed by Engineer in Charge. 204 Excavation in trenches n.exc 1.5 mtr deep and n.exc 1.5 mtr wide getting out soil, complete all as specified and directed by Engineer in Charge. 205 Returning filling in including spreading levelling, watering and well ramming in layers, complete all as specified and directed by Engineer in Charge. 206 Removing excavated soil to a distance not exc. 50 mtr and depositing where directed, complete all as specified and directed by Engineer in Charge. 207 Supply and spreading dry sand in trenches for cushioning of cable, complete all as specified and directed by Engineer in Charge. 208 Supply and laying reinforced precast concrete cable cover Class LV, Type I, flat, size 250mm x 150mm x 40mm, complete all as specified and directed by Engineer in Charge. 209 S&F of HDPE pipe of size50mmdia, complete all as specified and directed by Engineer in Charge. 210 M&L for earthing complete withgalvanisedsteel earth plateelectrode 600x600x6mm thick burieddirectlyin ground(earth pitnot less than2 mtr deep belowground levelwith top edgwof the platenot less than 1.4 mtr belownormal ground level, connected earth wire 4 sqmm by means ofbolts nutscheck nutsand washersof galvanisediron or steelall as shownin electrical plateNo 5 connectedto earthingtest pointall as specifiedor indicated includingPCC pitin PCC (1:3:6) type C-1 cast ironframe50mm thickpre castRCC (1: 1 1/2:3)nominal mixcover slabreinforced with 8 mmdia mild steeldeformed bar15cc and suitable handleof 10 mm Diaround barincluding necessary excavationearth workin soft/loose soiland disposalof spoilto a distancen.exc 50m and funnelwithwatering pipewire meshcopper lugsetc GI protectionpipe of size 15 mm boreincluding testing, complete all as specified and directed by Engineer in Charge. 211 M&L for sub main surface wiring with PVC insulated unsheathed copper conductor cable of size 4 Sqmm single core through concealed rigid non-metallicPVC conduit of suitable size (Not less than25mm dia)inwall and surface of ceiling including 4 Sqmm PVC insulated unsheathed copper conductor cable for continuous earthing form main earth dolly includingmakinggoodthedisturbedpotionofwall, complete all as specified and directed by Engineer in Charge.Note:- Two run of 4 Sqmm copper cable one run of 4 Sqmm copper cable and PVC conduit will be measured as a single length 212 S&F of Single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole MCB 20Amp,240V, complete all as specified and directed by Engineer in Charge.
