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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-02-2026 | BOQ AMDT | BOQ | 25-02-2026 |
| Sl. No. | Item Description |
| 1 | SCH \"A\" PART-I (B/R WORK)Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as per specified and as directed by Engineer-in-charge. |
| 2 | Demolition of unreinforced cement concrete in ground floors and pavings nexc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-charge. |
| 3 | Demolition of stone slabs and tiles laid dry or laid dry and pointed of any description or thickness in floors, approaches, dado/Partitionsetc, complete all as per specified and as directed by Engineer-in-charge. |
| 4 | Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-charge. |
| 5 | Dismantling wall and ceiling boards (fibre, pulp, insulation, etc) or insulation board/Slabs/blankets of any thickness including cover fillets, complete all as per specified and as directed by Engineer-in-charge. |
| 6 | 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 per specified and as directed by Engineer-in-charge. |
| 7 | Taking down cement plaster on brick wall of any description, including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer-in-charge. |
| 8 | Demolition of brick work 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 per specified and as directed by Engineer-in-charge. |
| 9 | Dismantling wrought iron or mild steel work of any description not otherwise providedcomplete all as specified and as directed by Engineer-in-charge. |
| 10 | Dismantling water tanks of capacity exc. 500 and not exc. 1000 ltrs, complete all as per specified and as directed by Engineer-in-charge. |
| 11 | Dismantling water tanks of capacity exc. 250 and not exc. 500 ltrs, complete all as per specified and as directed by Engineer-in-charge. |
| 12 | Removing building materials and debris (other than excavated earth) to a distance of 5 KM inside MD Land at locations specified including loading and dumping/ levelling at thedestination, complete all as per specified and as directed by Engineer-in-charge. |
| 13 | Taking down chowkat or frame with shutters (without taking off shutters from the frame) not exceeding 1.5 Sqm each and removing from site, complete all as specified and as directed by Engineer-in-charge. |
| 14 | Taking down chowkat or frame with shutters (without taking off shutters from the frame) exceeding 1.5 Sqm but not exceeding 4 Sqm each and removing from site, complete all as per specified and as directed by Engineer-in-charge.(Note for Item No. 13.00 & 14.00 - Rate shall be deemed to be include for cuttingholes/demolition of masionry walls etc for taking down chowkats and making good the damaged surfaces). |
| 15 | 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 per specified and as directed by Engineer-in-charge. |
| 16 | Dismantling framed trusses span n exc 10 mtr, complete all as per specified and as directed by Engineer-in-charge. |
| 17 | Taking up or down 15 mm steel tubing and connections, including removing from site complete all as per specified and as directed by Engineer-in-charge. |
| 18 | Taking up or down 20 mm steel tubing and connections, including removing from site complete all as per specified and as directed by Engineer-in-charge. |
| 19 | Surface dressing not exc. 15 cm deep in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. |
| 20 | Excavating over areas, n exc 1.5 m deep and getting out in soft/ loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 21 | Excavating over areas, exc 1.5 m deep and n.exc 3.0 m deep getting out in soft/ loose soil f complete all as per specified and as directed by Engineer-in-charge. |
| 22 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge. |
| 23 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in hard/dense soil, complete all as per specified and as directed by Engineer-in-charge. |
| 24 | Removing excavated soil material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as specified and as directed by Engineer-in-charge. |
| 25 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil complete all as specified and as directed by Engineer-in-charge. |
| 26 | M&L for PCC 1:3:6 Type C2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-charge. |
| 27 | M&L for PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge. |
| 28 | M&L for PCC (1:2:4) type B-2 ( using 20 mm grade crushed stone aggregate) as in water tank platforms, filling and mass concrete, complete all as per specified and as directed by Engineer-in-charge. |
| 29 | M&L for plain cement concrete type C-2, 1:3:6 (using 40 mm gradedstone aggregate) as in surface channels and drains, complete all as per specified and as directed by Engineer-in-charge. |
| 30 | M& L for extra for forming fair finished drain orchannel 30 cm inner girth in cementconcrete, using extracement, includingforms, moulds, mi- tred/stopped endsetc. complete all as specified and as directed. |
| 31 | M&L for sand filling under floor including watering annd consolidation / cushioningin trenches for protection of UG cables (below, above and around the cable laid in trenches) of 8cm deep before laying and 15cm covering above the top edge of cable after laying, complete all as per specified and as directed by Engineer-in-charge. |
| 32 | M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge. |
| 33 | M&L forRCC1:1.5:3, type A-1 (Nominal Mix), (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc, complete all as per specified and as directed by Engineer-in-charge. |
| 34 | M&L for RCC1:1.5:3, type A-1 (Nominal Mix), (using 20 mm graded crushed stone aggregate)as in Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as per specified and as directed by Engineer-in-charge. |
| 35 | M&L for RCC1:1.5:3, type A-1 (Nominal Mix), (using 20 mm graded crushed stone aggregate)as in chajjas,facia and like, complete all as per specified and as directed by Engineer-in-charge. |
| 36 | M&L for providing plain cementconcrete type C-1, 1:3:6, (using 20 mm graded stone aggregate), as in copings, bed block for filing hollow space of steel chowkhats, fixing of hold fast, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work, complete all as per specified and as directed by Engineer-in-charge. |
| 37 | M&L for precast cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. |
| 38 | M&L for RCC 1:1.5:3, type A1 (20mm graded stone aggregates) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as per specified and as directed by Engineer-in-charge. |
| 39 | Supply only Liquid water proofing compound confirming to IS , complete all as per specified and as directed by Engineer-in-charge. |
| 40 | M&L for fly ash brick work, straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge. |
| 41 | M&L for brick work with sub-class \"B\" bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 concrete complete all as per specified and as directed by Engineer-in-charge. |
| 42 | M&L for fly ash brick work, straight or curved on plan exc. 6m mean radius in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. |
| 43 | M&L for fly ash brick work, straight or curved on plan exc. 6m mean radius in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge. |
| 44 | Providing formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. rough finished surfaces of concrete flat etc., complete all as per specified and as directed by Engineer-in-charge. |
| 45 | Providingformwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter rough finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge. |
| 46 | Providing formworkto the soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200 mm thick (horizontal or sloping ) and makingflat, rough finished surfaces of concrete complete all as specified and directed |
| 47 | Providing formwork to chullah hoods, chajjas, weather shades, corbels, water troughs and similar items including edges, rough finished surfaces of concrete flat etc., complete all as per specified and as directed by Engineer-in-charge. |
| 48 | S&F Pressed steel frames of size 125x60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc, complete all as per specified and as directed by Engineer-in-charge. |
| 49 | S&F of30 mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, complete all as per specified and as directed by Engineer-in-charge. |
| 50 | M&L for providing & fixing factory made solid PVC cup board frame of size 50mm x 47mm with a wall thickness of 5mm made out of extruded 5 mm thick prelam/plain colour PVC sheet reinforce with 19mm x 19mm MS square tube of 19 gaugethickness throughout the frame and metre cut at two cornersand jointed with 2 no\"s of 150mm long brackets of 15mm x 15mm MS square tubes. The door frame shall be fixed to the wall using 100mm long MS screws through the frame by using PVC fasteners. A minimum 4 no\"s of screws to be provided for each vertical member and minimum 2 no\"s of screws to be provided to the horizontal member etc., complete all as per specified and as directed by Engineer-in-charge. |
| 51 | S&F of providing & fixing factory made solid PVC (two truck sliding type) cup board shutter (Flush type) of 24 mm thick made from co-extruded 3 layer rigid PVC foam sheet (single extruded) with density not less than 600kg/cum outer layer (.8-1mm) thick should be of rigid PVC with density of not less than 1400kg/cum manufactured by an ISO 9001-2015 certified company. Door should be water proof, termite proof, fire retardantand having good screw holding capacity, complete all as per specified and as directed by Engineer-in-charge. |
| 52 | Supply and fixing of factory made partly glazed i.e. upper panel will be wire mesh fitted externally in the clear space & lower panel will be plain colour PVC sheet 5mm thick PVC door shutter 30mm 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 per specified and as directed by Engineer-in-charge. |
| 53 | S&F of factory made PVC shelf/ partition of required size consisting of20mm thick Solid PVC Sandwich Panel with 1mm Plain PVC Sheet on both sides suitably fixed in M.S. angle frame work as per specification & drawing, complete all as per specified and as directed by Engineer-in-charge. |
| 54 | S&F in repair of providing and fixing factory made PVC shelf/ partition of required size consisting of18mm thick Solid PVC Sandwich Panel with 1mm Plain PVC Sheet on both sides suitably fixed in M.S. angle frame work as per specification & drawing, complete all as per specified and as directed by Engineer-in-charge. |
| 55 | S&F of providing and fixing factory made uPVG white colour Sliding window (Area exceeding 2.00 sqm each) Three track made of extruded profiles with wall thickness of 2.3mm (+ -0.2mm). Window profile with hollow section with multi chamber. Frame (88mm x 52mm), sliding sash (42mm x 67mm). Sliding mesh Sash (42mm x 57mm) Sliding interlock (One vertical length in each shutters) (45.5mm x 28mm), Glazing bead (24.5mm x 16mm) will be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware. EPDM gasket, 1.2+ -0.2mm thick galvanised steel Frame (30mm x 18mm) 2 no\"s, sliding sash (30mm x 18mm), sliding mesh sash (26mm x 10mm) profile to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners, Hardware [Touch Lock of zinc alloyed (white powder coated), steel roller system. Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and required accessories, complete all as per specified and as directed by Engineer-in-charge.(Note: The unit rate quoted by contractor excludes cost of glass and includes all other connected accessories. Net Opening will be measured lor payment purpose.) |
| 56 | S&F of Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing complete all as per specified and as directed by Engineer-in-charge. |
| 57 | Supply and fixing of factory made solid panel factory made solid PVC moulded door shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded 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 per specified and as directed by Engineer-in-charge. |
| 58 | S&F of Powder coated aluminium louvered ventilators of size n exc 0.50 Sqm area with glass louvers, without sash bars of aluminium sections weighing not less than 0.605kg/m for frame of size 40x20x2mm including necessary jointing cleats, glazingcleats, rubber packing , anodised aluminium snap beading, screws, anodised aluminium fittings and 5.5mm thick tinted glass fixed in panels with suitable locking arrangementsincluding taking down of old existing steel ventilator and making good disturbed surfacesof wall complete all as per specified and as directed by Engineer-in-charge. |
| 59 | S&F of Powder Coating anodised aluminium (minimum thickness of powder coating 50 micron) shutter for doors,including rubber beading, screws, clits, glazing clips fittings such as peg stays, hinges, handles, complete all as per specified and as directed by Engineer-in-charge. |
| 60 | S&F 150 mm long aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 61 | S&F of 100 mm butt hinges, medium weight, cold rolled mild steel and fixed , complete all as per specified and as directed by Engineer-in-charge. |
| 62 | S&F of 200 mm long aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 63 | S&F of 150 mm long aluminium handles, cast type, anodised, complete all asspecified and as directed by Engineer-in-charge. |
| 64 | S&F of 300 mm long mild aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and as directed by Engineer-in-charge. |
| 65 | S&F in repair of MS 300mm, ordinary rat tail rod pattern springs including roller and roller plate, complete all as per specified and as directed by Engineer-in-charge. |
| 66 | S&F of Powder coatedaluminium window sliding type three track (2 glazed & one gauzed shutter ) aluminium sections weighing not less than 1.67kg/m for frame and 0.55 kg/m for shutter including necessary jointing cleats, glazingcleats, rubber packing , screws, handle, locking arrangement and 5.5mm thick plain/tinted glass and aluminium mosquito proof gauge including taking down of old existing steel window and making good disturbed surfaces of wall complete all as specified and as directed by Engineer-in-charge. |
| 67 | S&F in repair of harrison rails curtain rod, mild steel, chromium plated with fixing brackets, stops, rollers etc. complete all as specified and as directed by Engineer-in-charge. |
| 68 | S&F of floor door stopper with overall length of cover plate 140 mm long of aluminium alloy body and tongue, anodised with hard drawn steel spring, fixed in floor, complete all as per specified and as directed by Engineer-in-charge. |
| 69 | S&F of Ball catches with 8mm dia steel ball, and brass body and striking plate including letting in and fixed, complete all as per specified and as directed by Engineer-in-charge. |
| 70 | S & F Stainless steel wire cloth, 0.36 mm dia of wire and average width of aperture 1.40 mm and fixed with tinned stacks, or galvanized wire staples complete all as per specified and as directed by Engineer-in-charge. |
| 71 | S&F of 75 mm Hasp and staple, safety type, aluminium anodised with mild steel hinge pin including bolt to hinge plate and fixed with screws, complete all as per specified and as directed by Engineer-in-charge. |
| 72 | S&F 125 mm long aluminium handles, cast type, anodised, complete all as per specified and as directed by Engineer-in-charge. |
| 73 | S&F of 75 mm long aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 74 | S&F in repair of brass chromium plated Tubular towel rail, 20mm dia, D type, 60cm long between flanges, complete all as per specified and as directed by Engineer-in-charge. |
| 75 | M&L for 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; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all asspecified and as directed by Engineer-in-charge. |
| 76 | S&F of screw bolts (machine made) (diameter of neck 16 to 20 mm) with hexagonal or square head at one end and screwed the other or screwed both ends to be fitted with washers and one hexagonal or square nut exc. 22.5 cm but n.exc. 30 cm long MS Work as in bands , straps, supports or stays incl bolts, if reqd. , hold fasts, wall ties and similar small articlesconforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-charge. |
| 77 | S&F of bands, straps, supports or stays for rainwater and ventilating pipes, including bolts where required; hooks (stay type) for large gates; hook and pintle hinges; heavy hasps and staples; chains; hand-made sliding bolts; clamps; holdfasts; wall ties; fan hooks; plain angle cleats for securing purlins to wooden trusses or rafters; knee piece inserts; two-way and three-way straps; plate washers; and other similar small fittings, all fabricated from Fe-290, Grade E-165 steel, complete all as specified and as directed by the Engineer-in-Charge. |
| 78 | S&F of roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. Confirming to Fe 410-W (Gde E- 250) quality-A, includingsteel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication, complete all as per specified and as directed by Engineer-in-charge. |
| 79 | S&F MS steel work in tubular trusses including special shaped washersetc., complete using ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240 including steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication, complete all as per specified and as directed by Engineer-in-charge. |
| 80 | M& L for MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe 410-W (Gde E- 250) quality-A, includingsteel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication , complete all as per specified and as directed by Engineer-in-charge. |
| 81 | M&L for Mild steel TMT bars 10 mm dia. and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. |
| 82 | M&L for Mild steel TMT bars 6 to 8 mm dia. cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. |
| 83 | M&L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, complete all as per specified and as directed by Engineer-in-charge. |
| 84 | S&F of Powder Coating anodised aluminium (minimum thickness of powder coating 50 micron) frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc., complete all as per specified and as directed by Engineer-in-charge. |
| 85 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as per specified and as directed by Engineer-in-charge. |
| 86 | S&F of Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as per specified and as directed by Engineer-in-charge. |
| 87 | S&F of Anodised aluminium snap grid frame work of size 605mm x 605mm for false ceiling confirming IS 733,737 & IS:1285, complete all as per specified and as directed by Engineer-in-charge. |
| 88 | M&L for 4mmthick non asbestos fibre cement building boards fixed or laid/ inserted to timber/GI/Aluminium framework with screws fixed in ceiling flat or sloping, complete all as per specified and as directed by Engineer-in-charge. |
| 89 | M&L for 25 mm thick for cement concrete 1:2:4 type B-0 (using 12.5mm graded stone aggregates) as in floor finished even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge. |
| 90 | S&F of coloured non-skid ceramic tiles 7 to 8 mm thick (Square/ rectangular) area of each tile exceeding 0.18 sqm but notexceeding 0.36 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:6, complete all as per specified and as directed by Engineer-in-charge. |
| 91 | S&F of coloured non-skid ceramic tiles 7 to 8 mm thick (Square/ rectangular) area of each tile exceeding 0.18 sqm but notexceeding 0.38 sqm, on vertical surfaces such as skirting, dados and risers to stepsetc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match , complete all as per specified and as directed by Engineer-in-charge. |
| 92 | M&L for 75 mm thick PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in plinth protection with saucer drain / footpath laid in panels and finished even and smooth with using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge.Note : Joints 12mm wide to the full depth of PCC shall be provided at every 3 meters and at every change of direction and shall be filled with mixture of bitumen and sand 1:3 by weight. Cost of this provision shall be deemed to be included in the quoted rate for concrete in plinth protection. |
| 93 | M&L for 100 mm thick PCC (1:4:8) type D2 (using 40 mm gradedcrushed stone aggregate) as in path/ steps complete all as specified and as directed by Engineer-in-charge. |
| 94 | M&L for 75mm thick PCC 1:4:8, type D2 (using 40mm gradedaggregate) as in sub base, complete all as per specified and as directed by Engineer-in-charge. |
| 95 | M&L for 18 to 20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match the shade of granite stone including griding & polishing with complete all as specified and as directed by Engineer-in-charge.Note : Hole to be provided in granite slab for gas pipe in kitchen platform etc. |
| 96 | M&L for 40mm thick for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in floor finished even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge. |
| 97 | S&F of 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling, complete all as per specified and as directed by Engineer-in-charge. |
| 98 | M&L for Vitrified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles 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 15 mm thick screed in CM (1:6), complete all as per specified and as directed by Engineer-in-charge. |
| 99 | Ditto-all as per Item No.98.00 here-in-before but in skirting/dado over and including a backing coat of 10mm thick cement plaster in cement mortar (1:4)complete all as specified and directed. |
| 100 | Providing and laying of 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 vibratory method 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 per specified and as directed by Engineer-in-charge. |
| 101 | M&L Chequered cement concrete tiles 30cm x 30cm x 25mm thick set jointed and pointed in with grey cement and pigmentlaid over floor and pointed in neat cement slurry in floors including 20 mm thick screed in CM (1:6), complete all as per specified and as directed by Engineer-in-charge. |
| 102 | M&L for Virified Ceramic tiles 10 mm thick (square/ rectangular) Dark Shade/doublecharged/ ultracharged polished, area of each tiles exceeding 0.36 sqm but not exceeding 0.42 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match with shade of tiles complete all as specified and as directed by Engineer-in-charge. |
| 103 | Virified Ceramic tiles 10 mm thick (square/ rectangular) Dark Shade/doublecharged/ ultracharged polished, area of each tiles exceeding 0.36 sqm but not exceeding 0.42 sqm, in vertical surface/skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match with shade of tiles including rendering 10 mm thick in cement mortar 1:4,complete all as specified and as directed by Engineer-in-charge. |
| 104 | M&L for coloured glazed ceramic tiles 350x 250x 7 mm/ 450X 350X 7mm thick, on vertical surfaces such as skirting, dados and risers to steps etc conforming to IS - 13712 grade IB-III, set and jointed in neat cement slurry and pointed in white or Coloured cement to match over 10 mm thick screed bed or bedding layers in CM 1:4 complete all as per specified and as directed by Engineer-in-charge. |
| 105 | S&F coloured non-skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.11 sqm but notexceeding 0.18 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 10 mm thick screed bed or bedding layers in CM 1:6 complete all as per specified and as directed by Engineer-in-charge. |
| 106 | M&L for 75 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate) as in flooring, plinth protection/footpath finishing cement concrete surface even and fair without using extra cement, complete all as specified and as directed by Engineer-in-charge. |
| 107 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per specified and as directed by Engineer-in-charge. |
| 108 | M&L for 20 mm thick plaster of cement mortar (1:4) rendering on fair faces of brick work in two layers (10mm+ 10mm) mixed with water proofing compound in top layer 200 ml per beg of cement or as per manufacturer\"s instructions finishing the surface fair and even without using extra cement complete all as specified and as directed by Engineer-in-charge.(Note: WPC shall be measured and paid separately as supply only under relevant item.) |
| 109 | M&L for 10mm thick rendering in cm(1:4) on fair faces of brick work or concrete surfaces as backing coat of dado/skirting etc., complete all as per specified and as directed by Engineer-in-charge. |
| 110 | M&L for 15 mm thick rendering on fair faces of brick work or concrete surface in cement mortar 1:6, and surface finished even and smooth (without using extra cement),complete all as specified and as directed by Engineer-in-charge. |
| 111 | M&L for 5 mm thick rendering plastering on ceiling surface in cement mortar (1:3) and surface even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge. |
| 112 | M&L for preparing newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge. |
| 113 | M&L for preparing old plastered surfaces of ceiling and applying two coats of white wash complete all as specified and as directed by Engineer-in-charge. |
| 114 | M&L for applying two coats of oil emulsion distemper over a coat of alkali resistant primer over and including applying 1mm thick wall care putty newly plastered surfaces of wall after and including preparation of surfaces complete all as specified and directed. |
| 115 | M&L for applying two coats of oil emulsion distemper over a coat of alkali resistant primer over and including applying 1mm thick wall care putty on old decoratedplastered surface of wall after and including complete removal of existing treatment andpreparation of surfaces complete all as specified and directed. |
| 116 | M & L for preparing new Plasteredsurfaces of walls and finishing the walls with Acrylic smooth exterior paint of required shade : New work (Two or more coats applied @1.67 Ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 Kg/ 10 sqm), complete all as per specified and as directed by Engineer-in-charge. |
| 117 | M & L for complete removal of existing treatment and finishing the walls with Acrylic smooth exterior paint of required shade : New work (Two or more coats applied @1.67 Ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 Kg/ 10 sqm)., complete all as per specified and as directed by Engineer-in-charge. |
| 118 | M&L for preparation of new or previously untreated wood or wood based surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as per specified and as directed by Engineer-in-charge. |
| 119 | M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge. |
| 120 | S&F of 4.8 mm thick sheet glass of ordinary quality in squares exc. 0.5 sqm in each pane glazing with oil putty complete all as per specified and as directed by Engineer-in-charge. |
| 121 | S&F in repair of Vitreous China Ware Wash hand basin white, flat back, size 550 x 400 mm size(flat back or angle back type) including cutting for and pinning ends of brackets and including, waste pipe, CP waste coupling etc., complete all as per specified and as directed by Engineer-in-charge. |
| 122 | S&F in repairs of 15mm dia bore fancy type pillar tap cast copper alloy with capstan heads chromium plated, screwed down high pressure with or without lettered Hot or Cold with long screwed shanks and fly-nuts, screwed for iron pipe complete all as per specified and as directed by Engineer-in-charge. |
| 123 | S&F in repairs of 600x450mm bevelled edge mirror of selected quality glass, mounted on 6 mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as per specified and as directed by Engineer-in-charge. |
| 124 | S&F in repair of Bib taps fancy type cast copper alloy, chromium plated for 15mm bore pipe, screwed for iron pipes or for brass ferrule, complete all as per specified and as directed by Engineer-in-charge. |
| 125 | S&F in repairs of Gun-metal 20 mm bore pipe, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed, complete all as per specified and as directed by Engineer-in-charge. |
| 126 | S&F of PVC connection 15mm dia with PTMT nuts of length 600 mm, complete all as per specified and as directed by Engineer-in-charge. |
| 127 | S&F in repair of 15 mm bore angle cock CP with flange complete all as per specified and as directed by Engineer-in-charge. |
| 128 | S&F of rotational moulded PVC water storage tank 1000 litres capacity conforming to IS-12701(1989) cylindrical vertical type multi-layered with closed top including inlet, outlet and wash out holes of approved make hoisted and fixed in position all as specified in SSR Part-I, 2009 etc., complete all as per specified and as directed by Engineer-in-charge. |
| 129 | S&F of rotational moulded polyethylene water storage tanks double layered ISI Marked (cylindrical, vertical with closed top) of 500 Litres capacity hoisted and fixed in position including connecting up pipes securing access covers etc, complete all as per specified and as directed by Engineer-in-charge. |
| 130 | S&F of 20 mm ballvalves, high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight 15mm-142gms/ 20 mm - 210gms/25mm-455gms/ 40mm - 690 gms) and fixed in position complete all as per specified and as directed by Engineer-in-charge. |
| 131 | Supply and laying of GI tube 15 mm bore medium grade with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge. |
| 132 | Supply and laying of GI tube 20 mm bore medium grade with fittings and fixed in trenches or to walls,ceiling or laid in floors complete all as specified and as directed by Engineer-in-charge. |
| 133 | S&F of 75 mm dia PVC (SWR) pipes single socketed, in any length, with rubber ring joints laid in trenches or in floors or as in weep hole etccomplete all as specified and as directed by Engineer-in-charge. |
| 134 | S&F of PVC (SWR) 75 mm bore bends complete all as per specified and as directed by Engineer-in-charge. |
| 135 | M&L for PVC (SWR) gully trap 125/110 mm,setting and jointing with solvent cement, complete all as per specified and as directed by Engineer-in-charge. |
| 136 | M&L for concrete bed 1:3:6 type C2 (40 mm graded stone aggregate) to 100 mm dia. drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as per specified and as directed by Engineer-in-charge. |
| 137 | S&F in repair of toilet paper holder with flat recessed type stainless steel including all necessary fittings, complete all as per specified and as directed by Engineer-in-charge. |
| 138 | S&F in repair of PVC valveless, symphonic action type 10 litre capacity low level flushing cistern, white, with inlet, ball valve, float and handle including brackets and 32 mm bore PVC flush pipe, complete all as per specified and as directed by Engineer-in-charge. |
| 139 | S&F in repair of Vitreous China wash down water closet pan (pedestal pattern), white, including connection to drain (or outgoing pipe) and to flushing pipe, anti siphonage pipe, etc., complete all as per specified and as directed by Engineer-in-charge. |
| 140 | S&F in repair of plastic water closet seat cover, black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device, complete all as per specified and as directed by Engineer-in-charge. |
| 141 | S&F in repairs of CP health faucet of premium quality and PVC telephonic tube fixed to 15 mm dia pipe with 1.25 m long flexible tube, complete all as per specified and as directed by Engineer-in-charge. |
| 142 | S&F in repair of 75mm PVC (SWR) floor trap with grating including jointing with solvent cement complete all as per specified and as directed by Engineer-in-charge. |
| 143 | M&L for cast iron nahani trap of 75 mm dia, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4), including taking down old unserviceable CI nahani trap complete all as per specified and as directed by Engineer-in-charge. |
| 144 | S&F in repair of 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls or laid in trenches/floor, complete all as per specified and as directed by Engineer-in-charge. |
| 145 | S&F of PVC (SWR) 110 mm bore bends with access door complete all as per specified and as directed by Engineer-in-charge. |
| 146 | S&F of 75 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls or laid in trenches/floor, complete all as per specified and as directed by Engineer-in-charge. |
| 147 | S&F of 110mm dia PVC (SWR) branch piece single (single \"Y\") equal or unequal with access door complete all as per specified and as directed by Engineer-in-charge. |
| 148 | S&F of 75 mm bore PVC (SWR) vent cowl complete all as specified and as directed by Engineer-in-charge. |
| 149 | S&F of 75 mm dia bore PVC (SWR) junction (single T) equal or un-equal with access door, complete all as per specified and as directed by Engineer-in-charge. |
| 150 | SCH \"A\" PART-II (E/M WORK)Taking down carefully old unserviceable copper/ aluminium point wiring (light, exhaust fan, socket or power) complete incl fittings such as switches, ceiling roses, pendants, regulators, bells, sockets, tube light fittings etc., and making good disturbed surface of walls & floors etc., complete all as per specified and as directed by Engineer-in-charge. |
| 151 | M&L for point wiring complete with 1.5 Sqmm multistranded copper conductor single core PVC insulated unsheathed FR-LS cable 1100 volts grade (ISI marked) with proper colour coding drawn through and including non-metallic rigid PVC medium grade conduit not less that 20mm dia and conduit accessories (ISI marked) concealed in wall/fixed to roof, ceiling etc including provision of 1.5 Sqmm PVC insulated multistranded unsheathed copper conductor cable FR-LS (ISI marked) as earth continuity conductor connected to common earth dolly, modular type sunken terminal box made out of GI sheet steel not less than 1.22 mm thick for boxes duly painted with aluminium inside and anticorrosive paint outside, concealed in walls, with modular frame for housing modular type switches, socket outlets, fan regulators etc duly earthed including cutting chases of existing wall for conduits and sinking for boxes and making good to the disturbed surface of wall/floor and matching with existing specifications. Connections of cable with MCBs or bus bar shall be done through proper size copper/brass thimbles. Where concealing of conduit is not feasible i.e. on surface of roof etc, conduit shall be fixed on surface with necessary saddles at no extra cost complete all as specified and as directed for one light point controlled by one way switch, complete all as per specified and as directed by Engineer-in-charge. |
| 152 | All as per serial item No. 151 above but for one ceiling/exhaust fan point controlled by one switch. |
| 153 | All as per serial item No. 151 above but for one socket outlet 5/6 AMPs on same board. |
| 154 | All as per serial item No. 151 above but for one socket outlet 5/6 AMPs on independent board. |
| 155 | All as per serial item No. 151 abovebut with 2.5 sqmm single core copper conductor for one socket out let 15/16 AMPs point on the independent board, complete all as per specified and as directed by Engineer-in-charge. |
| 156 | S&F of Modular switch, single pole, one way, 6 Amp, 1 Module, 230 volt, ISI marked, complete all as per specified and as directed by Engineer-in-charge. |
| 157 | S&F of Modular shutter socket outlet 5 pin, 6 Amps, 2 module, 230 volts, ISI marked, complete all as per specified and as directed by Engineer-in-charge. |
| 158 | S&F of Modular shutter socket outlet 6 pin, 6/16 Amps, 2 module, 230 volts, ISI marked, complete all as per specified and as directed by Engineer-in-charge. |
| 159 | S&F of Modular Switch single pole, one way, 16 Amps, 1 module, 230 volts, ISI marked, complete all as per specified and as directed by Engineer-in-charge. |
| 160 | S&F of modular Metal flush box 3 module, complete all as per specified and as directed by Engineer-in-charge. |
| 161 | S&F of modular Metal flush box 8 module, complete all as per specified and as directed by Engineer-in-charge. |
| 162 | S&F of modular white cover plate with frame 3 module inclusive of inner & outer plate, complete all as per specified and as directed by Engineer-in-charge. |
| 163 | S&F of modular white cover plate with frame 8 module inclusive of inner & outer plate, complete all as per specified and as directed by Engineer-in-charge. |
| 164 | Supply and of fix ceiling rose surface PVC three terminals, PVC/ polycarbonate, insulated body, complete all as per specified and as directed by Engineer-in-charge. |
| 165 | Supply and fix of Lamp holder, PVC/Polycarbonate type with back plate suitable for batten fittings complete all as specified and as directed by Engineer-in-charge. |
| 166 | S&F of modular electronic step regulator (speed regulation in 5 steps) 120W - 2 module suitable for ceiling fan 1200 sweep/1400 mm, complete all as per specified and as directed by Engineer-in-charge. |
| 167 | M&Lfor point wiringcomplete with 1.5 sqmm PVC insulated, FR-LSH type, ISI marked, conforming to IS-694/1990 unsheathed,multistranded,single core, copperconductor cable 1100 volts grade colour code cablesdrawn through and including PVCConduit 20 mm dia medium grade (MMS) andincluding cutting, chasing work at any height and all accessoriesconcealedinwalls / roofs / floors / ceiling etc. flush mountingMS box with top, bottom, side/back wall knockout for conduitentry from any direction made out of 1.60mm thick and 50mm depth suitable for fixing ofmodular top cover , blankingplate as per numbers of switch modules, modular switches, sockets, fan regulators, red colour indicator, blank plates etc as approved colouresmodular accessories of suitable modules andincluding 1.5 Sqmm PVC insulated multistranded FR-LSH type unsheathedsingle core cable with copper conductor cable as earth continuity conductor andconnecting to common earth dolly and including making good the disturbed surfaces to match with existing surfaces by applying white/colour wash/distemper as applicable after applying of putty for smooth finish surface for One light point controlled by one switch .complete all as specified and directedfor the following:- (Note:- (i) Allnecessary accessories such asMS box, top cover plate, blank plate, screws, washers etcare to be used of same make/brand onlyin relevant items.(ii) Cutting & chasingof wall for point wiring at any height shall be done and cost of the same deemed to be including with quoted rate.) |
| 168 | All as per serial item No. 169 above but for One 3 pin socket outlet 5 Amps on the same board |
| 169 | All as per serial item No. 169 above but for Onefan/exhaust fan point controlled by one switch and oneregulator. |
| 170 | All as per serial item No. 169 above but for One 3 pin socket outlet 5 Amps on independent board |
| 171 | Ditto- all as per Item No.169 here-in-before but point wiring with 2.5sqmm PVC insulated multistranded flexible unsheathed copper conductor FR-LSH and earth conductor of size 2.50 sqmm for one 15 amps socket outlet point controlled by one 16 amps switch on independent board. complete all as specified and directed by Engineer-in-charge. |
| 172 | S&F of switch piano flush type, 6/5 Amps 240 volts single pole one way, complete all as per specified and as directed by Engineer-in-charge. |
| 173 | S&F ofSocket outlet 2 in 1, 3 pin, 5/6 Amp, complete all as per specified and as directed by Engineer-in-charge. |
| 174 | S&F of Socket outlet 2 in 1, 3 pin, 6 / 16 amp flush type, complete all as per specified and as directed by Engineer-in-charge. |
| 175 | S&F of Switch piano, flush type single pole, one way 16 Amp, complete all as per specified and as directed by Engineer-in-charge. |
| 176 | Supply and fix LED tube light fittings1 x 20 Watt, 4 feet long, 220 V, AC decorative box type with driver holder including LED tube rodconnecting up with three core flexible copper conductor cable from ceiling rose to tube light fitting complete all as specified and as directed by Engineer-in-charge. |
| 177 | Supply and fixing in repair of LED luminaire 600 mm x 600 mm, 35/36 watt, 220 V AC recessed type with high efficiency PMMA diffuser soft glare free light complete with driver, holders & LED lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cases of suitable size, complete all as per specified and as directed by Engineer-in-charge. |
| 178 | Supply and fixing LED street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and as directed by Engineer-in-charge. |
| 179 | Supply and fixing of ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC), complete all as per specified and as directed by Engineer-in-charge. |
| 180 | Supply and fix of sheet metal enclosure powder painted for MCB SPN 8 way double door DB, 240 Volts, 200 Amp with din rail and bus bar including making good to the disturbed surface matching with the existing including taking down complete all as specified and as directed by Engineer-in-charge. |
| 181 | Supply and fixing of amp rating 240V, 10KA \"C\" curve miniature circuit breaker (MCB) of SPN 40 to 63 AMP and current carrying capacity in the MCB DB complete with connection testing complete all as specified and as directed by Engineer-in-charge. |
| 182 | Supply and fixing of amp rating 240V, 10KA \"C\" curve miniature circuit breaker (MCB) of SP 6 To 32 AMP current carrying capacity in the MCB DB complete with connection testing and commissioning, complete all as specified and as directed by Engineer-in-charge. |
| 183 | M&L for earthing with glavanised steel earth plate electrode of size 600mmX600mmX6mm thick buried directly in ground (earth pit not less than 2.25 m deep below the ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to the galvanised earth lead by means of bolts, nuts, check nutsand washers of galvanisediron or steel using GI or steel wire 4mm dia as earthing lead as shown in electrical plate No.3 of SSR Part-I connected to earthing test point all specified or indicated including testing on completion including necessary excavation and earth work in soft/loose soil, returning filling, disposalof surplus soil, earth pit in PCC (1:3:6) type C-1 using 20mm graded stone aggregate pit, funnel, 20mm dia GI medium grade watering pipe , 15mm dia GI medium grade earth lead protection pipe and pre-cast earth pit cover 50mm thick made of RCC (1:1.5:3) type A-1 duly reinforced with 8mm dia TMT bar @150c/c both ways, one lifting handle made out of 10mm dia TMT bar 250 mm long embedded in cover slab and cover, wire, copper lugs etc mesh, charcoal and common salt in alternate layer of 15 cm thick including taking down old earthing completeall as specified and directed.(Notre: Galvanised iron wire of 4mm dia upto 7.5m long including testingis deemed to be included with quoted rate). |
| 184 | M&L for sub main wiring complete with 2 run of 4 sqmm single core copper conductor (ISI marked) cable1100 volts grade, FR-LSH type, PVC insulated, unsheathed, flexible, multi strandedcolour coded cables drawn through and including rigid PVC conduit of required sizemedium grade (MMS) with all connected accessories such asBend, Tee, Elbow, Short piecesetc concealed in wall/roofs/floorsand including one run of 4 sqmmsingle core copper conductor cable flexible, PVC insulated, unsheathed, multistranded, 1100 volts grade, FR-LSH type as earth continuity conductor connected to common earth dolly and including chease cutting and filling the same with cement mortar and finished with putty and making good the disturbed surfaces to match with existing surfaceas requiredfor concealedwork including taking down old unserviceable submain wiring complete all as specified and directed by Engineer-in-charge. |
| 185 | S&F of street light bracket made out of GI tubing 25 mm bore medium grade 1.20 Mtr long bend to required shape as in bracket for street light fittings fixed with two No of MS flat iron 25mm x 5mm size and 30cm long clamp of required shape with bolts nuts and washers suitable for building security light including painting of mild steel flat iron surfaces with two coats of aluminium paint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge. |
| 186 | Supply and fix of fan regulator electronic type, rotary step(speed regulation in 5 steps), SP 240 Volt, suitable for ceiling fans complete all as specified and as directed by Engineer-in-charge. |
| 187 | Taking down fan, sealing cable end, dismantling blades and removing fan and blades to store, complete all as per specified and as directed by Engineer-in-charge. |
| 188 | Hanging only ceiling fan (M.D.supply) and connecting up including provision of cable from ceiling rose or connector to fan, complete all as per specified and as directed by Engineer-in-charge. |
| 189 | S&F XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminum conductor, 1100Volt grade on walls with fixing acessories of size 16 Sqmm2 Core cable including taking down old cable, complete all as per specified and as directed by Engineer-in-charge. |
| 190 | Supply & Laying of Sub-Class B Bricks, well burnt, laid breadth wise along the length of cable laid in trenches over sand cushion laid for UG cable protection, complete all as per specified and as directed by Engineer-in-charge. |
| 191 | S&F GI tube 40 mm bore light grade for cable protection, complete all as per specified and as directed by Engineer-in-charge.NOTE:-The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule \"A\"/BOQ. |
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