SPL REPAIR TO BLDG NO P-17 HQ CHIEF ENGINEER SILIGURI ZONE AT SEVOKE ROAD MIL STN UNDER GE SEVOKE ROAD

Amount

Dismantling of floor, hearth or wall tiling / Paver Blocks including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises etc., complete all as specified and as directed by Engineer-in-charge.

M&L for Non-Skid Ceramic, Coloured tiles 7 to 8 mm thick, area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match etc., complete all as specified and as directed by Engineer-in-charge.

M&L for Non-Skid Ceramic, colorised tiles 7 to 8 mm thick, area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in Skirting / Vertical surfaces etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match etc., complete all as specified and as directed by Engineer-in-charge.

M&L for Vitrified Ceramic polished tiles 10 mm thick (Square/rectangular), area of each tile not exceeding 0.36 sqm of light shed in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match in floor over & incl 15mm thick screed bed in CM 1:6, complete all as specified and as directed by Engineer-in-charge.

M&L for Dark shade Double charged Vitrified Ceramic tiles 10 mm thick (Square/ rectangular) polished area of each tile not exceeding 0.42 sqm to 1.00 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match in floor over & incl 15mm thick screed bed in CM 1:6, complete all as specified and as directed by Engineer-in-charge.

M&L for Non-skid Ceramic tiles 7 to 8 mm 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 etc., complete all as specified and as directed by Engineer-in-charge.

M&L for coloured Glazed ceramic tiles of size 300mmx 450mm and 7 mm thick as in skirting / dado, set and jointed in neat cement slurry and pointed in white or colour cement to match etc., complete all as specified and as directed by Engineer-in-charge.

M&L for screed bed or bedding layer of mortar 15mm thick in CM 1:6 for laying floor finishes, complete all as specified and as directed by Engineer-in-charge.

M&L for rendering 10 mm thick cement mortar 1:4 on fair faces of brick work or concrete surface as backing coat of dado/skirting etc., complete all as specified and as directed by Engineer-in-charge.

Dismantling of stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, approaches, dado/Partitions etc., complete all as specified and as directed by Engineer-in-charge.

M&L for granite (of any type) stone slab 20mm thick (table rubbed and polished), steps jambs, pillars, window-sills, pantry platforms and the like etc. laid over 20mm thick cement screed bed CM 1:6 jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding the edges half round and polishing including etc., complete all as specified and as directed by Engineer-in-charge.

M&L for machine cut Kota stone slab flooring 20-25mm thick, (table rubbed) (exposed edge moulded) over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding the edges half round and rubbing and polishing including screed bed of bedding layer of mortar 20mm thick in CM 1:6 etc., complete all as specified and as directed by Engineer-in-charge.

M&L for machine cut Kota stone slab 20-25mm thick, (table rubbed) (exposed edge moulded), in riser and steps, skirting, dado, over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding the edges half round and rubbing and polishing including rendering 10 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surface as backing coat of dado/ skirting etc., complete all as specified and as directed by Engineer-in-charge.

Taking down chowkats or frames with shutters (without taking off shutter from frames) not exc. 1.5 sqm each, including cutting holes for removing the hold fast etc., complete all as specified and as directed by Engineer-in-charge.

Taking down chowkats or frames with shutters (without taking off shutter from frames) exc. 1.5 Sqm but n exc. 4 Sqm each, including cutting holes for removing the hold fast etc., complete all as specified and as directed by Engineer-in-charge.

Taking down shutter of any description area exc. 1.00 Sqm and not exc. 2 Sqm each and removing from site etc., complete all as specified and as directed by Engineer-in-charge.

S&F of 1.25 mm thick pressed steel frame of size 165 X 60 mm for door with one or more rebate including necessary fixing lugs, hinges, locks strike plate etc., complete all as specified and as directed by Engineer-in-charge.

S&F of 1.25 mm thick pressed steel frame of size 105 X 60 mm for door with one or more rebate including necessary fixing lugs, hinges, locks strike plate etc., complete all as specified and as directed by Engineer-in-charge.

S&F of Solid PVC frame (Single Rebated) of size 60mm x 30mm made out of solid PVC foam with homogenous fine cellular structure having smooth outer integral skin with suitable metal stiffener and fixed with 100 x 8mm sheet metal CSK screws (Note :- Door frame shall be water proof, termite proof, elegant and should have excellent screws holding strength to fix hinges and hold doors properly for a long life) etc., complete all as specified and as directed by Engineer-in-charge.

S&F of factory made solid panel 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 complete all as specified and as directed by Engineer-in-charge.

S&F of 30mm thick flush shutter solid core construction with block board core and ply wood face panels, commercial type on both sides kiln seasoned and chemically pressure treated, complete all as specified and as directed by Engineer-in-charge.

S&F of mild steel work in decorative MS grills, hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding 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 Engineer-in-charge.

S&F of 4mm thick ACP complete all as specified and as directed by Engineer-in-charge. Note: (i) ACP shall be FR-B1 grade. ACP panels shall be mechanically fixed on Aluminium structure with necessary fixing arrangement. Joint of ACP to be filled with non staining silicon sealant. (ii) Rate shall include the rate of aluminium frame work, Alum./ MS brackets, SS screws, SS nut bolts etc. complete with necessary fitting and fixtures. (iii) MS brackets shall be finished with two coats of synthetic enamel paint of approved shade over one coat of zinc chromate primer,

S&F of powder coated aluminium (minimum thickness of powder coating 50 micron) three track sliding windows incl frame, shutters of windows & ventilator including providing and fixing 5.00 mm thick glass pane, roller, handle, locking arrangement, neoprene gasket etc., CP brass/ stainless steel screws complete all as specified and as directed by the Engineer-in-charge.

S&F of 200 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.

S&F of 150 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.

S&F of aluminium alloy 300 mm anodised sliding door bolts with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast - aluminium alloy, complete all as specified and as directed by Engineer-in-charge.

S&F of 100 mm butt hinges, heavy weight, cold rolled mild steel and fixed, complete all as specified and as directed by Engineer-in-charge.

S&F of 150 mm long aluminium handle, cast type, anodised etc., complete all as specified and as directed by Engineer-in-charge.

M&L for in repair for 18/19 mm thick particle board medium density flat pressed, single layer type with BWR type adhesive fixed with screws to timber frame work as in repair including teak wood lipping of 6mm thick all round fix with nails, complete all as specified and as directed by Engineer-in-charge.

S&F of ball catches with 8 mm dia steel ball magnet catches for cupboard shutter including striking plate as approved etc., complete all as specified and as directed by Engineer-in-charge.

S&F of continuous (piano) hinges, mild steel, bright finish or electro galvanised 30 mm width of flaps (when open), complete all as specified and as directed by Engineer-in-charge.

S&F of pre-painted coloured trapezoidal profiled Galvalume/ Zincalume sheet with min 0.50mm TCT conforming to IS-513 (AZ-150 GSM, AL Zn alloy metallic coating 550 MPA yield stress as per AS-1397), as in roof covering/ cladding to wall fixed with self tapping screws colour /exterior coat of silicon modified polyester/ BHP X RW paint system 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 micron primer, all fixed with Galvanised self drilling self-tapping fastener (12-14 x 55 with EPDM seals), complete all as specified and as directed by Engineer-in-charge.

S&F of pre-painted coloured plain sheet profiled Galvalume/Zincalume sheet with min 0.50mm TCT conforming to IS-513 (AZ-150 GSM, AL Zn alloy metallic coating 550 MPA yield stress as per AS-1397), as in roof covering/ cladding to wall fixed with self tapping screws colour /exterior coat of silicon modified polyester/ BHP X RW paint system 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 micron primer, all fixed with Galvanised self drilling self-tapping fastener (12-14 x 55 with EPDM seals), complete all as specified and as directed by Engineer-in-charge.

Dismantling wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/ slabs/ blankets, any thickness including cover fillets etc., complete all as specified and as directed by Engineer-in-charge.

S&F of Anodised aluminium snap grid of size of grid 605x605mm frame work or false ceiling including hangers 6mm dia GI (up to 1200 mm length) adjusting level fixed to roof slab by means of ceiling cleat made out of GI Flat 40X 3 mm size 60 mm long and expansion fasteners 12.5 mm dia 40 mm long, complete all as specified and as directed by Engineer-in-charge.

M&L for 4mm thick Non-asbestos fibre cement designer pre-painted building boards fixed or laid/ inserted to timber/ GI/ Aluminium framework with screws, complete all as specified and as directed by Engineer-in-charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for etc., complete all as specified and as directed by Engineer-in-charge.

M&L for steel work in tubular truss including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240, complete all as specified and as directed by Engineer-in-charge.

S&F of rolled sections any type including hollow section as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe-290, Gde E-165, complete all as specified and as directed by Engineer-in-charge.

Taking down cement plaster from brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. and preparing surface using cementitious polymer soaking porous surfaces and applying 1 mm thick two component acrylic polymer modified cementitious coating on wall surface and curing complete, including removal of debris and rubbish from the site etc., complete all as specified and as directed by Engineer-in-charge.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, including removal of debris and rubbish from the site etc., complete all as specified and as directed by Engineer-in-charge.

M&L for rendering 5mm thick on concrete surfaces of ceiling of chajja etc. in cement mortar 1:3 finished even and fair without using extra cement, complete all as specified and as directed by Engineer-in-charge.

M&L for rendering 15 mm thick in CM (1:6) on fair faces of brick work or concrete surface finished even and smooth (without using extra cement) etc., complete all as specified and as directed by Engineer-in-charge.

M&L for rendering 20 mm thick in two layers of 10mm thick and 10mm thick in CM (1:4) on fair faces of brick work or concrete surface finished even and smooth (without using extra cement) mixed with water proofing compound as per manufacture's instructions etc., complete all as specified and as directed by Engineer-in-charge. Notes : WPC shall be measured and paid separately.

Supply only Liquid water proofing compound, complete all as specified and as directed by Engineer-in-charge.

Taking up or down 15 mm bore steel tubing and connections including cleaning for refixing serviceable pipe or removal unserviceable balance pipe, complete all as specified and as directed by Engineer-in-charge.

Taking up or down 20 mm bore steel tubing and connections including cleaning for refixing serviceable pipe or removal unserviceable balance pipe, complete all as specified and as directed by Engineer-in-charge.

Taking up or down 25 mm bore steel tubing and connections including cleaning for refixing serviceable pipe or removal unserviceable balance pipe, complete all as specified and as directed by Engineer-in-charge.

Supplying and laying in repair 20mm CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors, complete all as specified and as directed by Engineer-in-charge.

Supplying and laying in repair 25mm CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors, complete all as specified and as directed by Engineer-in-charge.

Supplying and laying in repair 32 mm CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors, complete all as specified and as directed by Engineer-in-charge.

Dismantling water tanks of capacity exc. 500 and not exc. 1000 litres, complete all as specified and as directed by Engineer-in-charge.

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 specified and as directed by Engineer-in-charge.

S&F of Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142 gm./ 20mm-210 gm./ 25mm-455gm./ 40mm- 690 gm.) etc., complete all as specified and as directed by Engineer-in-charge.

S&F in repair gun metal globe or gate valve, with iron wheel head screwed both ends for iron pipe of 20 mm bore, complete all as specified and as directed by Engineer-in-charge.

S&F of Hard drawn steel wire fabric in available size, weight not exc. 4.00 Kg /sqm fixed in tank caging including welding, riveting, framing etc., complete all as specified and as directed by Engineer-in-charge.

Taking down existing un-serviceable waterproofing treatment from roof slab and slab and cleaning the roof slab by wire brush and removing WPT felt beyond the MOD premises etc., complete all as specified and as directed by Engineer-in-charge.

M&L for rendering 10 mm thick in CM (1:4) on fair faces of brick work or concrete surface mixed with water proofing compound as per manufacture instruction etc., complete all as specified and as directed by Engineer-in-charge. Notes : WPC shall be measured and paid separately.

Preparation of surface for application of water proof coating, prime the surface with water including removal of all existing treatment, bituminous membrane, tarfelt, screed concrete etc. from RCC roof slab, complete all as specified and as directed by Engineer-in-charge. Note: Surface to be free from frost, surface laitance and contamination and free from loose aggregate or other sharp protrusions with fairly smooth finish.

Application of waterproofing Coating: Providing and applying a single component High build fibre Reinforced Acrylic Waterproofing render for roofing system to be applied by brush, at three coats at minimum dry film thickness of 1 mm, which should cure by reaction with atmospheric moisture to give a tough elastomeric waterproof membrane. Note: (i) The above treatment will be carried out by authorised applicator of approved firm/ company. (ii) Please refer PS for details.

The substrate achieved after surface preparation must be primed for sound, dry concrete prime using Primer. The primer shall be allowed to become touch-dry prior to application of Polyurea. Broadcast DRY quartz sand (fire-dried, 0.2 - 0.5 mm particle diameter) evenly onto the wet primer at a suggested rate of 4 m2 per kg (range 2.5 - 10 m2 per kg). Stir both components A & B (ISO & Amine) separately. Pour full container Part B Amine into full container Part A ISO and mix for 3-5 minutes using a slow speed drill and paddle. Mixing ratio is A100 / B6 by weight or A100 / B8 by volume. Normal recommended DFT of Polyurea is 1.5mm. Applications onto vertical surfaces add 1 pack of Polyurea Thickener (400g) to each pack 25kg of Polyurea and mix for 3-5 minutes using a slow speed drill and paddle, then pour Part B Amine into Part A container and mix for further 3-5 minutes using a slow speed drill and paddle. Maximum thickness per coat vertically is 600-650 microns WFT, equivalent to 0.5mm DFT. Overcoat time is ~2 hours at 250° C, 50 minutes at 400° C.

Expansion Joint Treatment:- M&L for opening the existing installed system from expansion joint. Rain water pipeline also need to be treated with polymer modified mortar. The existing surfaces shall be cleaned properly so as to free from dirt, oil grease, etc. Apply mixed Thixotropic epoxy adhesive using a serrated spreader. Remove central masking tape immediately and position non reinforced Hypalon membrane with release tape into the high strength repair mortar adhesive. Roll firmly to displace trapped air and to ensure extrusion of Thixotropic epoxy adhesive through the edge perforations. Apply a second layer of epoxy adhesive to the full width of the top surface of membrane. Remove central release film from membrane. Finally remove outer edge masking tapes and feather edge the epoxy adhesive, put an Aluminium strip 3mm thick and 15mm width at the edge of “L” portion to make the membrane in proper shape and puncture from lapping portion, Protect the membrane with Aluminium strip (1.2mm STD) followed by nailing system, complete all as specified and as directed by Engineer-in-charge.

Demolition of brick work or rubble stone masonry including all quoins arches, pillars etc. built in cement mortar and including removal from the site, complete all as specified and as directed by Engineer-in-charge.

M&L for brick work with fly ash old sized Bricks straight or curved on plan in CM 1:4 as in half brick thick walls, complete all as specified and as directed by Engineer-in-charge.

M&L for brick work with fly ash old sized Bricks straight or curved on plan exc 6m mean radius built in Cement mortar 1:6, complete all as specified and as directed by Engineer-in-charge.

S&F in repair white vitreous China wash basin white flat back size 550x400mm (Oval shape) excluding taps but including 32mm dia chromium plated waste fitting and PVC waste pipe 610 mm long and MS brackets, complete all as specified and as directed by Engineer-in-charge.

S&F in repair sinks made of stainless steel 0.80mm 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 etc., complete all as specified and as directed by Engineer-in-charge.

S&F in repair coloured Vitreous China, semi-pedestal pattern (Anglo-Indian Type) white (excluding flushing cistern & flush pipe) including connection to out going pipe, & seat cover and flushing pipe, complete all as specified and as directed by Engineer-in-charge.

S&F in repair white vitreous China wash down water closet pan (pedestal pattern) EWC, of size 570 x 460 x 380 mm with ‘P’ or 'S' trap, including fixing bolts, plastic water closet seat and cover, closed pattern with flat bottom, and mild steel chromium plated or aluminium anodised hinging device, making all necessary connections and making good the disturbed surfaces of floor, complete all as specified and as directed by Engineer-in-charge.

S&F in repair tubular towel rail 20mm dia type brass chromium plated 600mm long between flanges, complete all as specified and as directed by Engineer-in-charge.

S&F in repair PVC valveless double siphonic action type flushing cistern low level of 10 Litre capacity white with inlet ball valve, float, flushing bend & handle including brackets, suitable for both Indian type water closet & European type water closet including brackets & connection to pipe etc., complete all as specified and as directed by Engineer-in-charge.

S&F in repair 15 mm bore Chromium plated bib tap fancy type, cast copper alloy with crutch or butterfly handle screwed down screwed for iron pipe or brass ferrule complete all as specified and as directed by Engineer-in-charge.

S&F in repair 15 mm bore Chromium plated 2 way bib tap fancy type, cast copper alloy with crutch or butterfly handle screwed down screwed for iron pipe or brass ferrule complete all as specified and as directed by Engineer-in-charge.

S&F in repair 15 mm bore angle stop valves, fancy type chromium plated brass cast copper (Concealed type) alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions fixed, complete all as specified and as directed by Engineer-in-charge.

S&F in repair fancy type 15mm dia bore pillar tap cast copper alloy with capstan heads chromium plated, screwed down high pressure with or without lettered Hot or Cold with long screwed shanks and fly-nuts, screwed for iron pipe complete all as specified and as directed by Engineer-in-charge.

S&F in repair PVC connection of 45 cm length including brass nuts, complete all as specified and as directed by Engineer-in-charge.

S&F in repair PVC (SWR) floor trap, plain with grating 75mm including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) and including water leak proof treatment, complete all as specified and as directed by Engineer-in-charge.

S&F in repair PVC (SWR) gully trap 125/ 110 mm, setting and jointing with solvent cement etc., complete all as specified and as directed by Engineer-in-charge.

Dismantling of cast iron or reinforced concrete drain pipe up to 100 mm dia, jointed in cement mortar and taking out trenches if required etc., complete all as specified and as directed by Engineer-in-charge.

Taking down PVC rain water pipes (any size or pattern) including all fittings head shoes etc., complete all as specified and as directed by Engineer-in-charge.

S&F in repair 75 mm dia PVC (SWR) pipes single socketed, in any length, with rubber ring joints laid in trenches or in floors, complete all as specified and as directed by Engineer-in-charge.

S&F in repair 110 mm dia PVC (SWR) pipes single socketed, in any length, with rubber ring joints laid in trenches or in floors, complete all as specified and as directed by Engineer-in-charge.

S&F in repair 75 mm dia bore PVC (SWR) bends, complete all as specified and as directed by Engineer-in-charge.

S&F in repair 75 mm dia bore PVC (SWR) bends with access door, complete all as specified and as directed by Engineer-in-charge.

S&F in repair 75 mm dia PVC (SWR) branch piece, single (single Y) equal or unequal, complete all as specified and as directed by Engineer-in-charge.

S&F in repair 110 mm dia PVC (SWR) branch piece, single (single Y) equal or unequal, complete all as specified and as directed by Engineer-in-charge.

S&F in repair 110 mm dia PVC (SWR) pipes single socketed, in any length, with rubber ring joints fixed to walls, complete all as specified and as directed by Engineer-in-charge.

S&F in repair 110 mm dia bore PVC (SWR) bends, complete all as specified and as directed by Engineer-in-charge.

Demolition and breaking up including removing salt glazed stoneware pipe 200 mm bore (internal) with concrete bedding and haunching complete including necessary earth work as required complete all as specified and as directed by Engineer-in-charge.

Demolition and breaking up including removing salt glazed stoneware pipe 150 mm bore (internal) with concrete bedding and haunching complete including necessary earth work as required complete all as specified and as directed by Engineer-in-charge.

S&F of 200 mm internal diameter of double wall corrugated (DWC) high density polyethylene pipes (HDPE) and stiffness classes-8 (SN-8) with ISI marked (with CML no) with and including all fitting & jointing material for sewage line and laid in trenches as specified in IS: 16098-2013, Part-2 complete all as specified and as directed by Engineer-in-charge.

S&F of 150 mm internal diameter of double wall corrugated (DWC) high density polyethylene pipes (HDPE) and stiffness classes-8 (SN-8) with ISI marked (with CML no) with and including all fitting & jointing material for sewage line and laid in trenches as specified in IS: 16098-2013, Part-2 complete all as specified and as directed by Engineer-in-charge.

Demolition of cement concrete (un-reinforced) of any description & in any position not specifically provided for, complete all as specified and as directed by Engineer-in-charge.

Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description & in any position not specifically provided for, complete all as specified and as directed by Engineer-in-charge.

M&L for 75 mm thick pcc type C-2, 1:3:6 (using 40 mm graded aggregate) as in flooring, plinth protection Finishing cement concrete surface even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge.

M&L for Reinforced cement concrete M-20 (Nominal Mix) (using 20 mm graded aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed by Engineer-in-charge.

Formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., complete all as specified and as directed by Engineer-in-charge.

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 specified and as directed by Engineer-in-charge.

M&L for mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips quality conforming to Fe-410-S or Fe-410-O, complete all as specified and as directed by Engineer-in-charge.

M&L for providing RCC M-20 (Nominal mix) (using 20 mm graded aggregate) for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and as directed by Engineer-in-charge.

M&L for Reinforced cement concrete M-20 (Nominal Mix) (using 20 mm graded aggregate) as in chajjas complete all as specified and as directed by Engineer-in-charge.

M&L for formwork to chullah hoods, chajjas, weather shades, corbels, water troughs and similar items including edges fair finished surface of concrete flat complete all as specified and as directed by Engineer-in-charge.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (horizontal or sloping) including edges fair finished surface of concrete flat complete all as specified and as directed by Engineer-in-charge.

M&L for cement concrete 1:3:6 type C-1 (using 20mm graded aggregate) as in hold fast and filling of pressed steel chowkat etc., complete all as specified and as directed by Engineer-in-charge.

M&L for cement concrete 1:2:4 type, B-1 (using 20 mm graded stone aggregates) as in copings, chajja kerbs, roof padding/ staging of water tank etc. including necessary formwork, weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-charge.

M&L for providing 20mm thick cement plaster in cement mortar 1:3 mixed with integral waterproofing compound as per manufacturer's instructions and finished even and smooth surface without using extra cement as in sunken floor treatment etc. complete all as specified and as directed by Engineer-in-charge. Note : WPC shall measured and paid separately under respective item of this Schedule.

M&L for cement concrete 1:5:10 type E-2 using 20mm graded brick aggregates as in sunken portion of WC etc., complete all as specified and as directed by Engineer-in-charge.

Cutting holes into or through brick/ stone masonry walls built in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregates) as required superficial area exc 150 Sq. cm and not exc 400 Sq. cm etc., complete all as specified and as directed by Engineer-in-charge.

S&F in repair stainless steel decorative curtain rod of 25mm bore with wood finishes including brackets 2 no's funnel caps 2 Nos etc., complete all as specified and as directed by Engineer-in-charge.

M&L for preparing of new plastered surfaces of wall (internal & external) and applying two coats of cement-based wall care putty including preparation of surface to receive finishes (primer, distemper, paint etc.) complete all as specified and as directed by the Eng-in-Charge and as per the manufacturer's instructions. Note: Preparation of new plastered surface and application of wall care putty to be carried out mechanically by authorised applicator and as per the manufacturer's instructions. Please refer Smart Painting clause mentioned in Particular Specification.

M&L for complete removal of existing treatment of wall (internal & external) and applying two coats of cement-based wall care putty including preparation of surface to receive finishes (primer, distemper, paint etc.) complete all as specified and as directed by the Eng-in-Charge and as per the manufacturer's instructions. Note: Removal of existing treatment and application of wall care putty to be carried out mechanically by authorised applicator and as per the manufacturer's instructions. Please refer Smart Painting clause mentioned in Particular Specification.

M&L for applying two coats of Acrylic smooth exterior anti-fungal paint of shade as approved by GE over a coat of primer over finished putty surfaces of wall complete all as specified and as directed by the Eng-in-Charge and as per the manufacturer's instructions. Note: 1. Application of new finishes to be carried out mechanically by authorised applicator and as per the manufacturer's instructions. Please refer Smart Painting clause mentioned in Particular Specification. 2. Application of putty and preparation of surface to receive the paint shall be measured and paid separately under relevant item of this schedule.

M&L for applying two coats acrylic-based distemper of shade as approved by GE over a coat of primer over finished putty surfaces of wall complete all as specified and as directed by the Eng-in-Charge and as per the manufacturer's instructions. Note: 1. Application of new finishes to be carried out mechanically by authorised applicator and as per the manufacturer's instructions. Please refer Smart Painting clause mentioned in Particular Specification. 2. Application of putty and preparation of surface to receive the distemper shall be measured and paid separately under relevant item of this schedule.

M&L for two or more coats of French Polishing on surfaces of any description and of any width or girth including cleaning and preparing the surface including a coat of wood filler wherever required on old work, complete all as specified and as directed by Engineer-in-charge.

M&L for scrapping, brushing and water washing thoroughly the existing wall and ceiling surface to make it free from foreign matter including preparing the surface by applying crack filling material, internal grade touch-up wall putty to all cracks, crevices and uneven patches to make the surfaces uniform and finishing wall and ceiling surfaces with one coat of Interior Primer and two coats of interior premium plastic Emulsion paint of approved shade. Cost to include required scaffolding arrangement, etc. complete all as specified and directed by the Engr-in-Charge. Note for item No's 117 to 122: 1. Application of new finishes to be carried out mechanically by authorised applicator and as per the manufacturer's instructions. Please refer Smart Painting and other relevant clauses mentioned in Particular Specification.

M&L for applying two coats of colour washing including preparation of old decorated surface on walls, complete all as specified and as directed by Engineer-in-charge.

M&L for applying two coats of white washing including preparation of old decorated surface on walls, complete all as specified and as directed by Engineer-in-charge.

M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge.

M&L for preparing new or previously untreated surface of ceiling and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge.

M&L for preparing old plastered surface of ceiling and applying two coats of white wash etc., complete all as specified and as directed by Engineer-in-charge.

M&L for preparing of old painted surfaces of wood & wood based surface of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new steel and iron surfaces of any description, over 10 cm in width or girth , not otherwise described and painting with two coats of synthetic enamel paint over a coat of red oxide primer etc., complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of old painted surfaces of steel surface of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed by Engineer-in-charge.

S&F of Structural Fixed glazing with 100 x 40 aluminium frame area n exc. 2.25 Sqm fixed to aluminium frame, 6-8 mm one side mirror finished coloured toughened glass complete including necessary scaffolding, complete all as specified and as directed by Engineer-in-charge.

S&F of Mangalore pattern ceramic tile of terracotta colour non-glossy fixed with tile adhesive incl necessary joint filling using epoxy grout of matching shade incl necessary scaffolding, complete all as specified and as directed by Engineer-in-charge.

Cleaning of vegetation from roof, slab, wall, chajja etc. and digging out roots etc. and filling holes and finish the surfaces with cement mortar (1:3), complete all as specified and as directed by Engineer-in-charge.

Supply only polyester triangular fibres as secondary reinforcement in all type of concrete and mortars, complete all as specified and as directed by Engineer-in-charge.

Removing excavated materials (soils) exceeding 500m but not exc. 1.5 km and deposited where directed at a level not exc. 1.50m above the starting point in soil, complete all as specified and as directed by Engineer-in-charge.

Removing & Hacking of existing concrete Carefully by low impact high frequency hammer or by manual chipping without damaging the existing concrete or control sand blasting including cleaning the surfaces by air jet etc., complete all as specified and as directed by Engineer-in-charge. (Mode of measurement - per Sq. m of breaking area of concrete)

M&L for rusted metal (iron base) to apply acid based rust remover cleaning and etching agent with brush for complete wetting of rusted metal surface and allowed to react it for 16-24 hours. After 24 hours, a white layer will appear which will protect further corrosion of metal / steel for about 5-7 days. Before applying protective coating, the surface should be wire brushed and thoroughly cleaned for dust with dry cloth, complete all as specified and as directed by Engineer-in-charge.

Providing and applying two coats of zinc based Primer a two component epoxy zinc rich primer or equivalent product on the properly cleaned and prepared steel bars after the required chipping and cleaning of the concrete surface as per the manufacturer's specifications, complete all as specified and as directed by Engineer-in-charge.

Reinforcement Work: Supplying, cutting, bending to shape, fabricating, fixing in position TMT Reinforcement Steel of Fe 500 grade. Including, cost of providing & tying with 18 gauge GI binding wire/ welding/ using chemical anchoring material wherever required as per site shall be included in the reinforcement rate. Rate of reinforcement shall also include cost of all related operations, inputs of labour, materials, tools and plants etc. complete all as specified and as directed by Engineer-in-charge.

Drilling holes as specified depth of the surface fixing the PVC nozzles and fix it with rapid setting cement based plugging mortars which are easy to apply to horizontal, vertical or overhead surfaces. Injecting cement slurry admix with Plasticised expanding grout admixture @ 0.225 Kg per bag of cement and modified styrene butadiene emulsion latex @ 5 Litres/ 50 Kg of cement, through the prefixed nozzles under pressure using suitable grout pump to fill all possible pores, complete all as specified and as directed by Engineer-in-charge.

Identify the cracks and construction joints, honeycomb areas, shall be chased open into 'U' groove shape and sealed with High strength, fibre based cementitious mortar. Providing and fixing 6-8 mm dia nozzle along the joints and honeycomb areas after proper surface preparation. The injection of solvent free epoxy low viscosity resin through the nozzle till the refusal of the grouting materials, complete all as specified and as directed by Engineer-in-charge.

Supply and applying concrete surface with single component, fibre reinforced shrinkage compensated, polymer modified structural grade repair mortar at a thickness of 40mm. The repair mortar should have a compressive strength 45 N/mm2, flexure strength 7 N/mm2 and tensile strength 2.5 N/mm2 at 28 days and curing the treated surface with polymer based curing agent having moisture retention <0.55 kg/ sqm as per ASTM C156, Drying time 3 hrs @ 23 degrees, complete all as specified and as directed by Engineer-in-charge.

Providing, supplying, transporting materials, drilling holes by rotary hammer drill, dust removing, batching mixing of resin and hardener, inserting & anchoring rebars of specified dia in existing concrete surfaces using polyester resin based anchoring grout and necessary rebaring of reinforcement steel up to 200mm depth, complete all as specified and as directed by Engineer-in-charge. Note: The reinforcements shall be measured and paid separately under relevant item of the Sch.

Providing and applying structural grade long pot life epoxy bond coat prior to building up of section with any type of mortar/concrete to ensure bond between old concrete & new concrete by brush application as per the manufacturer's specification and complete all as specified and as directed by Engineer-in-charge. Note: Mode of measurement - per sqm of application of concrete surface.

Providing and laying micro concrete up to the required thickness (avg 60mm) as per the drawing by consultant on the designated area to the prepared slurry tight shuttering with proper shear connector and bonding agent wherever necessary. The fluid for micro-concrete repair material shall be single component, cement based, micro-concrete to which only the site-addition of clean water (and approved graded coarse aggregates where specified) shall be permitted. The micro concrete shall contain no metallic aggregates or chlorides and shall be shrinkage compensated in the plastic state. The micro concrete in the flow able consistency should achieve a compressive strength of 50 N/sqmm after 28 days at 30° C as per BS 4551-80. The unrestrained expansion shall be between 1-4% as per ASTM C827-1987. Again as per BS 4551-80 the flexural strength shall not be less than 5 N/sqmm @ 28 days. The micro concrete shall have a coefficient of thermal expansion of 10 - 12 x 10-6/ °C & Thermal conductivity 1.5 W/m-°C the mixed density of micro concrete shall exceed 2100-2200 Kg/Cum at 21°C. Note: Formwork needs to be ready as per RCC Column/Beam before application of epoxy bonding agent and placing of micro concrete.

Surface Preparation: Concrete surfaces to be treated shall be free from oil residues, demoulding agents, curing compounds, grout holes and protrusions. In case of distressed structures, the concrete surface to be wrapped, shall be structurally repaired prior to treatment. Corrosion induced damages shall be repaired with micro concrete wherever necessary. Structural damages shall be repaired by using epoxy grouting/ appropriate mortar from. All depressions, imperfections etc., shall be repaired by using epoxy putty / mortar complete all as specified and as directed by Engineer-in-charge.

Application of the primer: Priming should be carried out using carbon fibre (CF). After proper mixing of the component the application shall be carried out using a brush and allowed for drying for about 24 hours before application of saturant. A minimum thickness of 100 micron should be maintained during application. Saturant Application: After proper mixing of the component the application shall be carried out using a brush and allowed for drying for about 24 hours before application of saturant. The mixed material of carbon fibre saturant is applied over the tack free primer. The wet film thickness shall be maintained @ 250 microns. One more coat of CF saturant (top coat) is applied after the application of the carbon fabric at 250 microns complete all as specified and as directed by Engineer-in-charge.

Carbon Fibre Application: The CF fabric shall be cut to required size and then pressed first by gloved hand on to the saturant applied area and then with a stiff spatula or a surface roller to remove air bubbles, complete all as specified and as directed by Engineer-in-charge.

Plaster: Providing and applying plastering with CM 1:4 mixed with Integral waterproofing compound confirming to IS 2645 at the dosage as recommended by the manufacturer over waterproofing system to a minimum thickness of 15mm as per site requirement complete all as specified and as directed by Engineer-in-charge.

Providing & erecting sturdy H frames, other structural steel members for temporary nature back-propping/ scaffolding at a level as required at site for a specified period. Providing and fixing steel props with steel section & bracings to support beam, slab & adjacent areas of column etc. as per instruction and as directed by consultant etc. complete. The scope should also include covering entire building portion to be dismantled safely including providing necessary horizontal supports etc. with column or beam and maintaining the same for the entire duration of works incl dismantling & taking away on completion of work from the site etc. complete. The contractor shall submit the design for shuttering, staging, supporting etc. to the Engr-in-Charge for approval complete all as specified and directed by the Engr-in-Charge.

Coving Treatment: Coving (50mm X 50mm) to be done at all junctions with styrene butadiene latex to be mixed with cement complete all as specified and as directed by Engineer-in-charge.

Bore Packing: Bore packing to be done at pipe entries by forming proper formwork and filling the gap with non-shrinkable cementitious grout and sealed with epoxy/ polyester sealant complete all as specified and as directed by Engineer-in-charge.

Providing, erecting, fixing in position waterproof shuttering by plywood/ MS sheet 2.5 to 3.00 mm thick to be fixed with required size of single frame that can bear the pressure load of concrete during pouring at all locations of all shapes with chamfer, splays, key wedges, props, bracings, nails, brackets etc. complete including providing erecting & removing of pipe scaffolding at required height conforming to relevant IS codes, de-shuttering the same after specified period without damaging the concrete work complete all as specified and as directed by Engineer-in-charge.

Taking down steel windows/ ventilators glazed and wire gauged including grill of any size, complete all as specified and as directed by Engineer-in-charge.

Excavation in trenches n. exc 1.5m wide and 1.5 m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. 10 sqm on plan and 1.5m in depth and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation in trenches additional 1.5m or part thereof in depth beyond the first 1.5m and not exc 1.5m wide for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

M&L for precast RCC 1:1.5:3 type A-1 (using 20mm graded stone aggregates) set in cement mortar 1:4 as in manhole covers including necessary formwork, complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:3:6 type C-1 (using 20mm graded stone aggregates) as in coping/ benching for man holes, complete all as specified and as directed by Engineer-in-charge.

M&L for 15mm thick plastering in cement mortar 1:3 on fair faces of brick or concrete surface finished even & smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge.

M&L for 20mm thick plastering in cement mortar 1:4 on other than fair faces of brick or concrete surface finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge.

M&L for concrete bed 1:3:6 type C-2 (using 40 mm graded stone aggregates) to 150 mm dia. drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed by Engineer-in-charge.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) smooth finished, and reforming benching as required for pipe of internal dia. 150mm, complete all as specified and as directed by Engineer-in-Charge.

M&L for brick work with sub class 'B' bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:4, complete all as specified and as directed by Engineer-in-charge.

Surface excavation 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in-charge.

M&L for 75 mm thick cement concrete 1:4:8 type D-2 with (using 40 mm graded stone aggregates) as in sub base of flooring etc., complete all as specified and as directed by Engineer-in-charge.

Providing and laying 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 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 specified and as directed by Engineer-in-charge.

Removing excavated materials (soils) not exc. 50.00 m and deposited where directed at a level not exc. 1.50m above the starting point in soil, complete all as specified and as directed by Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 Grade cement concrete in position to the required level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves (thickness of joint at sharp curve shall not more than 5 mm), including making drainage opening wherever required, complete all as specified and as directed by Engineer-in-charge.

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 specified and as directed by Engineer-in-charge.

Taking down carefully unserviceable main switches and DB’s including wooden boards and removing from site including making good disturbed surfaces of walls, complete all as specified and as directed by Engineer-in-charge.

Taking down carefully unserviceable sub-main wiring of any size/ core/ type including making good the disturbed surfaces, complete all as specified and as directed by Engineer-in-charge.

M&L for concealed point wiring with two single core PVC insulated, unsheathed, multistranded copper conductor FRLS of size 1.5 Sq. mm and one single core PVC insulated unsheathed stranded copper conductor of size 1.50 Sq. mm green in colour as earth lead in and including PVC rigid conduit (medium grade) with all fittings & accessories for mounting modular switch, sockets, fan regulators etc. for one light / fan point / call bell point, complete all as specified and as directed by Engineer-in-charge. NOTE : Cost of making good the disturbed surfaces (if any) matching with the existing surface is deemed to be included in the quoted rates. Modular fitting will be paid & measured under relevant items separately.

All as per serial item No. 168 above but for one 3 pin 5/6 Amps socket outlet on independent board.

All as per serial item no. 168 above but with 2.5 Sq. mm and one single core PVC insulated unsheathed stranded copper conductor of size 2.5 Sq. mm green in colour as earth lead for 15/ 16amp switch-socket point on independent board complete all as specified and as directed by the Engineer-in-charge.

All as per serial item No. 168 above but for one 3 pin 5/6 Amps socket outlet on same board.

All as per serial item No. 168 above but for one light point controlled by two 2 way switches for modular fitting.

S&F of modular switch one way 6 Amps 230 volts, 1 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular bell push switch one way 6 Amps 230 volts, 1 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular switch two way 6 Amps 230 volts, 1 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular switch one way with indicator 16 Amps 230 volts, 1 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular socket 2 in 1, 2/3 pin, 6 Amp, complete all as specified and as directed by Engineer-in-charge.

S&F of modular socket 3 pin, 6-16 Amp combined shuttered, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 1 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 2 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 3 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 4 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 6 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 8 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular white cover plate with frame 12 module inclusive of inner & outer plate, complete all as specified and as directed by Engineer-in-charge.

S&F of modular metal flush box 1/2 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular metal flush box 3 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular metal flush box 4 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular metal flush box 6/8 module, complete all as specified and as directed by Engineer-in-charge.

S&F of modular metal flush box 12 module, complete all as specified and as directed by Engineer-in-charge.

S&F of Bell Ding-Dong AC 230V Single Pole, complete all as specified and as directed by Engineer-in-charge.

S&F of wireless bell ding dong AC, 230V single pole, complete all as specified and as directed by Engineer-in-charge.

S&F in repair decorative box type 4 feet fitting with LED retrofit tube 18 watt with Aluminium extruded batten luminaire for 230 volt AC, including LED tube 18 Watt, complete all as specified and as directed by Engineer-in-charge.

S&F of Blue and Red colour Engagement light with necessary fixing arrangement, complete all as specified and as directed by Engineer-in-charge.

M&L for LED street light of capacity 40 watt in Aluminium PDC housing, toughened glass cover with IP-66 protection complete all accessories with frame and connecting PVC copper wire not exc. 5 metre, complete all as specified and as directed by Engineer-in-charge.

S&F in repair decorative box type fitting with LED retrofit tube 10 watt 2 feet with Aluminium extruded batten luminaire for 230 volt AC, including LED tube 10 Watt, complete all as specified and as directed by Engineer-in-charge.

Taking down old ceiling fan/ exhaust fan and refixing only serviceable fans after testing to its original position/ location and handing over old unserviceable ceiling/ exhaust fans to MES store yard complete all as specified and as directed by Engineer-in-charge.

S&F of modular electronic step regulator (speed regulation in 5 steps) 1 module suitable for ceiling fan 1200mm/ 1400 mm sweep, 120 Watt, complete all as specified and as directed by Engineer-in-charge.

S&F in repair energy efficient, BLDC ceiling fan 230V, 1200 mm sweep with all accessories and connecting up with the ceiling rose with required flexible wire of suitable size with ceiling fan, complete all as specified and as directed by Engineer-in-charge.

S&F of ceiling fan hook made out of MS flat 50 X 6 mm thick suitable for hanging of ceiling fan including nuts, bolts and washer with 12 mm dia round bar hook, complete all as specified and as directed by Engineer-in-charge.

S&F of ceiling fan hook made out of GI pipe medium grade 25mm dia pipe, complete all as specified and as directed by Engineer-in-charge.

S&F of RJ11 telephone jack socket with shutter & Sheet metal box and top plate, complete all as specified and as directed by Engineer-in-charge.

S&F of TV socket outlet with sheet metal box and top plate, complete all as specified and as directed by Engineer-in-charge.

S&F of RJ45 Data outlet with shutter & sheet metal box and top plate, complete all as specified and as directed by Engineer-in-charge.

M&L for metallic rigid PVC conduit and including conduit accessories of 25mm dia, medium grade concealed in wall/ ceiling for LAN / TV / Telephone cable, complete all as specified and as directed by Engineer-in-charge.

M&L for metallic rigid PVC junction boxes 1 to 4 way 25mm dia, medium grade concealed in wall/ceiling for LAN /TV /Telephone cable complete all as specified and as directed by Engineer-in-charge.

S&F of sheet metal enclosure powder painted for MCB SPN 12 way single door DB, 240 volt with din rail and suitable bus bar, including cutting chases for DB of required size and making good disturbed surface area, complete all as specified and as directed by Engineer-in-charge.

S&F of MCB double pole (DP) 240 volts of capacity 40 Amp, C curve, complete all as specified and as directed by Engineer-in-charge.

S&F of 06 to 32 Amp 10KA rating, 415V, 'C' curve miniature circuit breaker (MCB) of single poles and current carrying capacity in the MCB DB complete with connection testing and commissioning.

S&F of TPN DB 4 way with sheet metal enclosure 415 volts, double door rated bus bar for MCB incl cutting chases exc 10 cm but not exc 20 cm girth for DB and making good disturbed surface area, complete all as specified and as directed by Engineer-in-charge.

S&F of MCB TPN 63Amp four pole 415 volt breaking capacity 16KA adjustable thermal and adjustable magnetic, complete all as specified and as directed by Engineer-in-charge.

S&F of post top lantern LED type 20 watt 230 volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp, complete all as specified and as directed by Engineer-in-charge.

S&F in repair surface mounted square pattern luminaire, 36W, 230 Volts including driver and necessary fixing arrangements, complete all as specified and as directed by Engineer-in-charge.

S&F in repair recess mounted square pattern luminaire, 36W, 230 Volts including driver and necessary fixing arrangements, complete all as specified and as directed by Engineer-in-charge.

S&F in repair surface mounted round down lighter LED 15W luminaire 230 Volts including driver and necessary fixing arrangements, complete all as specified and as directed by Engineer-in-charge.

S&F of surface spot light with white powder coated aluminium housing and pressure die-cast heat sink having high efficiency 20W, 3000K, 230 Volts including necessary fixing arrangements complete all as specified and as directed by Engineer-in-charge.

S&F of environment friendly, compact, light weight, energy saving, IP-66 LED spike light using COB LED as light source in mono-warm white colour multipurpose application like column lighting, tree up-lighting, statue accentuation etc. and can be addressed with ease, complete all as specified and as directed by Engineer-in-charge.

Fixing only serviceable light fittings, any type recovered from above items including making necessary end connecting with suitable wire, complete all as specified and as directed by Engineer-in-charge.

S&F of mono colour flood light luminaire offered in mono-warm white colour, pressure Die Cast aluminium body and clear PC cover, and standard beam angle of 30Deg. aesthetic consistency in multi purpose application like column lighting, tree uplighting, statue accentuation, complete all as specified and as directed by Engineer-in-charge.

M&L for concealed sub main wiring surface type with two no's single core PVC insulated unsheathed multi strand copper conductor FRLS cable of size 4 Sq. mm and one no single core PVC insulated unsheathed multi strand copper conductor FRLS cable of size 4 Sq. mm as in continuous earth wire drawn into and including surface rigid non-metallic ISI marked PVC conduit medium grade with all fittings and fixings accessories, complete all as specified and as directed by Engineer-in-charge.

S&F of 20W surface/ wall mounted motion sensor LED batten capable of delivering minimum 2000 lumen, having PC diffuser, luminous efficiency of not less than 90 lumen/W, CRI >80, PF >0.9, CCT 6000K, independent isolated SMPS based constant current electronic LEDM driver with THD <20%, surge voltage protection and other safety tests as per IS 15885 (Part-2/Sec-13): 2012, polycarbonate diffuser, housed in powder coated white extruded aluminium channel housing. White coloured ABS end caps, IP 20 protection, input voltage range 140-270 V, input frequency 50-60 Hz, including electrical connection with 3 core flexible copper conductor cable of appropriate size from ceiling rose to the fixture complete all as specified and as directed by Engineer-in-charge.

M&L for concealed sub main wiring surface type with two no's single core PVC insulated unsheathed multi strand copper conductor FRLS cable of size 6 Sq. mm and one no single core PVC insulated unsheathed multi strand copper conductor FRLS cable of size 6 Sq. mm as in continuous earth wire drawn into and including surface rigid non-metallic ISI marked PVC conduit medium grade with all fittings and fixings accessories, complete all as specified and as directed by Engineer-in-charge.

M&L for concealed sub main wiring surface type with two no's single core PVC insulated unsheathed multi strand copper conductor FRLS cable of size 10 Sq. mm and one no single core PVC insulated unsheathed multi strand copper conductor FRLS cable of size 10 Sq. mm as in continuous earth wire drawn into and including surface rigid non-metallic ISI marked PVC conduit medium grade with all fittings and fixings accessories, complete all as specified and as directed by Engineer-in-charge.

M&L for pipe earthing complete with galvanised steel pipe electrode 40 mm bore, medium grade, 3.5 meters length, buried directly and preferbly vertically in ground with top edge not less than 1.25 meters below ground level connected with earthing lead galvanized iron strip of size 25x4 mm connected to galvanized earth pipe by means of bolts, nuts, checknuts and washer of galvanized iron including PCC (1:2:4) type B1 precast RCC cover slab with suitable handle made of 6 mm round bar, including necessary excavation & earth work in any type of soil , 20 mm dia medium grade galavinised steel tube for watering with one end fixed with cast iron funnel and wire-mesh with 32 mm dia light grade galvanised steel tubing up to 7.5 meters length for drawing earth lead with filling of bentonite in 600 mm all around electrode etc., complete all as shown in EP no 2 of SSR Part 1 including taking down old u/s earthing and testing of new earthing, complete all as 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.

M/s KASHMIRA SINGH BARMI AND SONS

M/S R. K. INDUSTRIES

VARNI BUILDERS

MAA BHAGWATI ASSOCIATES

M.P. SITANI AND SONS

Prasur Electricals & Engineering Co.

STAR CONSTRUCTION