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| 1 | Dismantling, floor, hearth or wall tiling including CM (bedding (but not backing), removing serviceable tiles to store & rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | M&L for Glazed ceramic glossy finish tiles coloured in vertical surface 450X300X7mmin any pattern of light & dark/highlighters tiles etc as approved, on vertical surfaces such as in skirting/dado etc, set and jointed in cement slurry over & including 10 mm thick rendering in cement mortar (1:4) and pointed in white cement with pigment to match the colour of tiles complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | M&L for Non Skid ceramic tiles colour tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6for laying floor finishes ccomplete all as specified and as directed by the Engineer-in-Charge.Note : Work will be in patches or in bulk |
| 4 | Demolition of cement concreteun -reinforced in ground floors and pavings n.exc 15cm thicknesscomplete all as specified and as directed by the Engineer-in-Charge. |
| 5 | M&L for 25mm thk PCC 1:2:4 type B-0 using 12.5mm graded stone aggregate as in sub base of floors & finishing the surface even & smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | M&L for rubber moulded 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by the Engineer-in-Charge.Note: colour and design as approved by GE |
| 7 | M&L for rubber moulded 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed. Note: colour and design as approved by GE |
| 8 | M & L for chequered cement concrete tiles 20cm x 20cm x 25mm thick, with admixture of white and grey cement in equal proportion and no pigment jointed and pointed in neat cement slurry in floors ncluding 15mm thick screed bed or bedding layer of CM 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | M&L for Non Skid ceramic tiles colour tiles (exterior grade Endura tiles) 9 to 10mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6for laying floor finishes ccomplete all as specified and as directed by the Engineer-in-Charge.Note : Work will be in patches or in bulk |
| 10 | M&L for 75 mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in subbase of flooring/Hard standing complete all as specified and as directed by the Engineer-in-Charge. |
| 11 | M& L for plain cement concrete 1:2:4 type B-1 using 12.5mm graded stone agregate as in roof/slab kerbs or mud stops,rounded or chamferred on edges etc including form workcomplete all as specified and as directed by the Engineer-in-Charge. |
| 12 | S&in repair Bib taps,CP,fancy type long nose with wall flange screwed for 15mm bore of iron pipe or for brass ferrule and fixed in position complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | S&Fin repair of fancy typepillar taps cast copper alloy with capstan heads, chromium plated screwed down high pressure with or without lettered Hot or Cold with long screwed shank supply and fixing ly nuts for iron pipe of 15mm bore complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | S&FPVC Flexible waste pipe 32/40 mm dia having length 900mm with socket for steel sink/WHB upto floor level complete all as specified and as directed by the Engineer-in-Charge. |
| 15 | Dismantling and and taking down WC pan existing of any description/size andS&F vitreous china premium/1st quality wash down water closet pan floor mounting (Semi-pedestal pattern (Anglo Indian) white colour including CI S/P trap as directed including connection to drain (or out going pipe) and to flushing pipe, antisyphonagee pipe,etc.,with flush pipe PVC 32mm dia and incl. plastic seat cover as recommended by manufacturer closed pattern with flat bottom etc; and including all necessary accessories like rag bolts/gel gasket etc as recommended by manufacturer for fixing, packing and including fixing of PVC long arm S/P trap so that joint is avoided inside the building as well as in wall and outlet straight away come out of wall in all floors G.F. complete in all respect complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | Dismantling and and taking down flushing cistern of any description/size andS & F flushing cistern of PVC 10 ltr. cap. with dual flushing system, valveless syphonic action type, , low level, white/ivory/off white with inlet, ball valve, float and including brackets and connection to pipe etc. and incl all necessary accessories like rag bolts/gel gasket etc as recommended by manufacturer for fixing, packing complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | S & F in repair Vitreous china premium/1st quality wash basin (under counter), white, size 550x400 mm including S&F all accessories as recommended by manufacturer complete fixed in position in all respect as per manufacturer\"s instructions and all as specified including all Waste fittings, brass,chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed complete all as specified and as directed by the Engineer-in-Charge.Note : The items for counter will be measured and paid separately. |
| 18 | Dismantling of existing unserviceable RCC/PVC water tank and S&F for Rotational moulded polyethylene water storage tanks of 1000 Litres capacity, (cylindrical vertical tanks with closed top) hoisted and fixed in position including making necessary arrangements for fixing inlet, outlet and over flow pipe and provision of wash out pipe etc complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | S & F in repair Ball brass valve high pressure with polythene float and fly nut complete screwed for iron pipe or brass ferrule and fixed to dia of pipe 25mm complete all as specified and as directed by the Engineer-in-Charge. |
| 20 | Taking down chowkhats or frames (without taking off shutters from the frame) n. exc 1.5 Sqmincl cutting holesand making good reqd shape for hold fast block for new frame complete all as specified and as directed by the Engineer-in-Charge. |
| 21 | S&F solid PVC door frames of size 50x47mm made out of 5mm plain colour PVC sheet supplying and fixing in opening as per specification and drawing shown in SSRcomplete all as specified and as directed by the Engineer-in-Charge. |
| 22 | S&Ffactory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement complete all as specified and as directed by the Engineer-in-Charge and also including following items supply and fixing in the door at site as per specification:-(a) Stainless Steel (304 Grade) Finished Butt Hinges 125mm -3 Nos per leaf(b) Stainless Steel (304 Grade) Finished Tower Bolt 200mm long - 2 Nos per leaf(c) Stainless Steel (304 Grade) Finished Handles 200 mm - 2 Nos per leafNote :-The cost of SS butt hinges, SS tower bolt and SS handlesshall be deemed to be inclusive in the unit quoted rates. |
| 23 | Taking down chowkhats or frames (without taking off shutters from the frame) exc 1.5 Sqm and n. exc 4.00 Sqm incl cutting holes and making good required shape for hold fast block for new frame complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | S&F spray duco painted pressed steel frames made of MS sheet of 1.20mm thickness of size 105 x 60 mm for doors with single or double rebate including necessary fixing lugs, hinges, lock strike plate, hold fasts, PCC 1:3:6 type C-0 in fillinng inside frame & hold fasts etc complete all as specified and as directed by the Engineer-in-Charge.Note :- Distrubed protion of existing floor/ wall/ tile/ plaster etc during fixing of chowkhats shall be repaired to match with exisitng finish.Cost of the same will be included in this items. |
| 25 | S&F factory made ISI marked flush door shutters 35mm thick, BWP conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 2nd class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters and complete all as specified and as directed by the Engineer-in-Charge and also including following items supply and fixing in door at site as per specification:- (a) Stainless Steel (304 Grade) Finished Butt Hinges 125mm -4 Nos per leaf(b) Stainless Steel (304 Grade) Finished Tower Bolt 200mm long - 2 Nos per leaf(c) Stainless Steel (304 Grade) Finished Handles 200 mm - 2 Nos per leaf(d) Stainless Steel (304 Grade) Finished Sliding Door Bolt/Aldrop 16 x 300mm- 1 No per leaf(e) Stainless Steel (304 Grade) Finished Floor Door Stopper- 1 No per leaf Note :-The cost of SS butt hinges, SS tower bolt, SS handles sliding door bolt/Aldrop anddoor stopper shall be deemed to be inclusive in the unit quoted rates. |
| 26 | Dismantling of posts or struts (wood, steel or RCC ) any section including taking out embeded portion and making good distrubed ground on concrete , brick work, masonry etc and removingof demolished materials out side MD land complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | Dismantling fencing wire mesh, any type complete all as specified and as directed by the Engineer-in-Charge. |
| 28 | Excavating in post holes (or similar holes) each n exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in Soft disintegrated rock, complete all as specified and as directed by the Engineer-in-Charge. |
| 29 | M & L PCC 1:2:4 type B2 using 40mm graded aggregate in foundations, filling and mass concrete, post holescomplete all as specified and as directed by the Engineer-in-Charge. |
| 30 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts, etc including provision of binding wire, complete all as specified and as directed by the Engineer-in-Charge. |
| 31 | Supply only chain link MS galvanisedfencing, any size or type complete all as specified and as directed by the Engineer-in-Charge.Note :- This item shall be measured and paid as per actual weight or standard weight as per SSR which ever is less. |
| 32 | S & F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed by the Engineer-in-Charge. Note :- Each line wire to be measured |
| 33 | S & F Mild steel in hand rails, half round or other stock 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 as directed by the Engineer-in-Charge. |
| 34 | M&LPreparation of new or previously untreatedsteel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by the Engineer-in-Charge. |
| 35 | M & L for Mild steel Round barsFe-410-W(Gde- E-250) quality-A or Fe 290 (Gde -E-165) of 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 wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge. |
| 36 | M&Lfor preparation of new or previously untreatedsteel surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by the Engineer-in-Charge. |
| 37 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by the Engineer-in-Charge. |
| 38 | M&L for precast cement concrete block masonry with solid blocks of 1:3:6 type C-1 using 20 mm graded stone aggregate exc 10 cm in width and setting in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 39 | M&L for rendering 15 mm thick on stone masonry surface in cement mortar 1:4 finished even & smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 40 | M&L perpartion of new plastered / unplastered surfaces including cornices, plastered or un-plastered surfaces by by complete removal of existing surface and applying two coat of cement base paint over and including one coat of wall primer(Alkali resistant) including filling up of holes by wall care putty wherever required complete all as specified and as directed by the Engineer-in-Charge. |
| 41 | Dismantling of Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) complete all as specified and as directed by the Engineer-in-Charge. |
| 42 | M&L for 35mm thickprecast cement concrete louvres and jallies type C-0 (1:3:6) using 12.5mm graded stone aggregate(measured solid), including all mouldings and frame set in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 43 | M & L Providing PCC type C1 (1:3:6) using 20mm graded aggregate in win- dow or door cills,lintels, bressumers,steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts baluster(100mmX100mm-required height), boundary pillars, bed plates, pintle blocks,ancho-rage blocks, bonders (for stone walling), corbels, brackets, etc. (of any section indicated), with plain fair faces, includingchamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match M&L for 35mm thickprecast cement concrete louvres and jallies type C-0 (1:3:6) using 12.5mm graded stone aggregate(measured solid), including all mouldings and frame set in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 44 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories complete all as specified and as directed by the Engineer-in-Charge. |
| 45 | S & F PVC (SWR) 110 mm bore pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed by the Engineer-in-Charge. |
| 46 | S & F PVC (SWR) 110mm bends any radius complete all as specified and as directed by the Engineer-in-Charge. |
| 47 | S&F in repair stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays for fixing 110mm dia PVC pipe, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and as directed by the Engineer-in-Charge. |
| 48 | M&L for applying to the damaged concrete portion of slab/ columns/ beams/ chajjas/ parapet / roof projection/ balcony/ staircase with single component, fiber reinforced, dual shrinkage- compensated thixotropic, cementitious ptch repair mortar Sika monotop 122F (having the technical parameters mentioned in material specifications) capable of applying up to 20-25mm thick in double layer initially by hand and finishing with troweled carefully compacting the same around the rebar and finishing to bring it in line with existing concrete surface with an average specified thickness complete all as specified and as directed by the Engineer-in-Charge. |
| 49 | M&L for providing Micro concrete with CICO MICROCRETE at the rate of 25kg per 0.0125 m3 with 20% properly graded 5mm to 10mm silt free aggregate as per manufacturer instructions and mixing concrete with mechanically electrically operated mixer machine etc complete all as specified and as directed by the Engineer-in-Charge. Make: CICO MICROCRETE of CICO Technologies ltd or equivalent make Fosroc/STP/BASF as approved by GE. |
| 50 | Taking up carefully from trenches/walls/pillar CI/DI water mains including all fittings with spigot and socket ends including joint/rubber gaskets/lead wool/tyton joint for the following sizescomplete all as specified and directed :- |
| 51 | 100 mm bore size. |
| 52 | 150 mm bore size. |
| 53 | 200 mm bore size. |
| 54 | 250 mm bore size. |
| 55 | Relaying, realigning the DI/CI pipe line with spigot and socket ends (in any length) on wall/pillars with necessary fitments (tyton joint/rubber gasket,etc) for complete assembly of following sizes complete all as specified and as directed by the Engineer-in-Charge. :- |
| 56 | 100 mm bore size. |
| 57 | 150 mm bore size. |
| 58 | 200 mm bore size. |
| 59 | 250 mm bore size. |
| 60 | Relaying, realigning the DI/CI pipe line with spigot and socket ends (in any length) on wall/pillars with necessary fitments (tyton joint/rubber gasket,etc) for complete assembly of following sizes complete all as specified and as directed by the Engineer-in-Charge. :- |
| 61 | 100 mm bore size. |
| 62 | 150 mm bore size. |
| 63 | 200 mm bore size. |
| 64 | 250 mm bore size. |
| 65 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in deep but n exc 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in any type of soil complete all as specified and as directed by the Engineer-in-Charge. |
| 66 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in deep but n exc 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/disintegrated rock complete complete all as specified and as directed by the Engineer-in-Charge. |
| 67 | Returning filling in including spreading levelling watering and well ramming in layers of soil n.exc 25 cm complete all as specified and as directed by the Engineer-in-Charge. |
| 68 | Returning filling in including spreading levelling watering and well ramming in layers of rockn.exc 25 cm in soil complete all as specified and as directed by the Engineer-in-Charge.. |
| 69 | Removing of excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point of soil complete all as specified and as directed by the Engineer-in-Charge. |
| 70 | Removing of excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point of soft / disintegrated rock complete all as specified and as directed by the Engineer-in-Charge. |
| 71 | Taking down Sluice valve of any size complete all as specified and as directed by the Engineer-in-Charge. |
| 72 | S&F Sluice valve PN-1.6 with gun metal spindle and wedge nut ISI maked(IS-14846:2000) complete with iron wheel of following sizes complete all as specified and as directed by the Engineer-in-Charge. :-Note:- Rate includes neccesary arrangements and cutting the pipe of required dimension with attachments for fitting the sluice valve. |
| 73 | 100 mm bore size. |
| 74 | 150 mm bore size. |
| 75 | 200 mm bore size. |
| 76 | 250 mm bore size. |
| 77 | Supply and fix in replacement cast iron non return (reflux) valve bothflanged ends in swing type design as per IS 5312 Part-1, PN-1.0, of following sizes complete all as specified and as directed by the Engineer-in-Charge :- |
| 78 | 100 mm bore size. |
| 79 | 150 mm bore size. |
| 80 | 200 mm bore size. |
| 81 | 250 mm bore size. |
| 82 | Supply, fixing and testing, cast iron air release valve size 80mm bore with two air outlet and fixing in existing CI/DI water supply mains complete including necessary cutting/ drilling inserting tee, nuts, bolts etc including taking out old air release valve complete all as specified and as directed by the Engineer-in-Charge. |
| 83 | Supplying, fixing and testing of CI/DI pipe fitting for spigot socketed pipes such as bends (any type, radius and angle), tapers any type (straight, bend, increasing/ decreasing or double socket etc). Tee pieces, single branch, “Y” junction, double branch, cross (all sockets or socket and spigot), collars, caps and plugs, for pipe upto 400mm bore complete all as specified and as directed by the Engineer-in-Charge.Note:- Rate of cutting existing pipe for insertion of the fitting is included in the quoted rate. |
| 84 | Dismantling of valve chamber and removing material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge. |
| 85 | Construction of valve chamber of size 180 x 180 x 120 cm (internal dimensions) with the following specifications :- (i) 15cm thick PCC 1:4:8 type D-2 (using stone aggregate) as in foundation concrete.(ii) PCC solid block masonry 200mm thick using grade C-5 block in CM 1:6(iii) Rendering 15mm thick in CM 1:4 finished even and fair.(iv) PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in coping.(v)3mm thick MS sheet cover alongwith MS angle iron frame 40 x 40x6 mm duly embedded in coping concrete with necessary locking arrangement.(vi)Painting MS sheet cover and frame with two coats of synthetic enamel paint over a coat of red oxide primer.NOTE: Excavation and earthworkincluded under respective items of Sch \"A\" |
| 86 | Construction of valve chamber of size 120 x 120 x 120 cm (internal dimensions) with the following specifications :- (i) 15cm thick PCC 1:4:8 type D-2 (using stone aggregate) as in foundation concrete.(ii) PCC solid block masonry 200mm thick using grade C-5 block in CM 1:6 (iii) Rendering 15mm thick in CM 1:4 finished even and fair.(iv) PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in coping. (v)3mm thick MS sheet cover alongwith MS angle iron frame 40 x 40x6 mm duly embedded in coping concrete with necessary locking arrangement.(vi)Painting MS sheet cover and frame with two coats of synthetic enamel paint over a coat of red oxide primer.NOTE: Excavation and earthworkincluded under respective items of Sch \"A\" |
| 87 | M&L for preparation of old brokage door by applying welding, painted surface of steel / iron of LT motor starter panel of any capacityby scaping with emery/sand paper,brushing, cleaning, staining grease/oily spots with thinner and applying two coats of superior quality synthetic enamel paint with spray machine over a coat of primer complete all as specified and as directed by the Engineer-in-Charge. |
| 88 | M&L for preparation of old painted suction & delivery pipeline of any capacityby scaping near pumphouse with emery/sand paper,brushing, cleaning, staining grease/oily spots with thinner and applying two coats of superior quality synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge. |
| 89 | S&F board printed on Flexsheet, size of board 200cm x 100cmfor Pump House on wooden base fixed with screw on wallincluding taking down existing board complete all as specified and as directed by the Engineer-in-Charge. |
| 90 | S&F Layout plan of Pump House onacrylic sheetwooden base fixed with screw on wallincluding taking down existing board complete all as specified and as directed by the Engineer-in-Charge. |
| 91 | S&F in repair cable tray 300 mm (300x25x25mm) and fixing the same on walls /ceiling etc with & including bolts , nuts,washer and gouting using slotted/angle iron/flat iron etc. including applying two coats of synthetic enamel paint over a red oxide primer after preparation of entire MS & iron exposed surfaces for running of electrical cable complete all as specified and directed by Engr-In-Charge. |
| 92 | S&F in repair cable tray 150 mm (150x25x25mm) and fixing the same on walls /ceiling etc with & including bolts , nuts,washer and gouting using slotted/angle iron/flat iron etc. including two coats of synthetic enamel paint over a red oxide primer after preparation of entire MS & iron exposed surfaces for running of electrical cable complete all as specified and directed by Engr-In-Charge. |
| 93 | S&F in repair LED building security light fitting 35 Watt ,230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with electronic driver including thermal management in multiple optics complete with IP 65/66 protection completewith pre wired and necessary mounting arrangements, provision of new 3 core multistrandedcopper conductor of size 1 Sqmm from ceiling rose to fitting including taking down old unserviceable LED light complete all as specified and as directed by the Engineer-in-Charge. |
| 94 | S & F in repair GI pipe bracket medium grade of 40 mm dia for building security light,clamps made of FI 40 mm x 6 mm Incl nuts,bolts & washers,painting complete all as specified and as directed by the Engineer-in-Charge. |
