Tender For Additional / Alternator And Special Repair To Building No P-220(Diamond Jubilee Block) Under Ge (C) Pune, Pune-Maharashtra

TDR : 53854776

Tender Notice
BOQ

27 Days Left

Pune , Maharashtra

Tender Brief : Tender For Additional / Alternator And Special Repair To Building No P-220(Diamond Jubilee Block) Under Ge (C) Pune

Document Fees
₹ 3000 /-

EMD
₹ 595000.0 /-

Tender Value
₹ 5.40 Crore /-

Submission Date
05-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Schedule \"A\" Part I (B/R) Works
2	Demolition of cement concrete of any description and in any positionincluding removal of debris from site,complete all as specified and directed by Engineer-in-Charge.
3	Dismantling of floor, hearth, or wall tiling, including cement mortar bedding (excluding backing), removing serviceable tiles to store, and disposing of unusable tiles/rubbish off the premises, complete all as specified and directed by the Engineer-in-Charge.
4	M&L cement concrete Type B0 (1:2:4) using 12.5 mm graded coarse aggregate, 40 mm thick, laid in flooring, levelling, or other approved surfaces, including mixing, laying, compacting, and finishing, complete as specified and directed by the Engineer-in-Charge.
5	M&L cement concrete Type B0 (1:2:4) using 12.5 mm graded coarse aggregate, 25 mm thick, laid in flooring, levelling, or other approved surfaces, including mixing, laying, compacting, and finishing, complete as specified and directed by the Engineer-in-Charge.
6	M&L forvitrified designer pattern Ceramic coloured tiles(light shade Premium quality) 10 mm thick, of area exceeding 0.18 sqm but not exceeding 0.36 sqm each, laid in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles; including 20 mm thick screed bed in cement mortar (1:6), complete all as specified and as directed by the Engineer-in-Charge.
7	M&L for vitrified designer pattern Ceramic coloured tiles(light shade Premium quality) 10 mm thick of required shape and size, laid in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles; including 10 mm thick backing coat in cement mortar (1:4), and tringular filleting in CM 1 ;6 on top of tilescomplete all as specified and directed by the Engineer-in-Charge.
8	M&L forvitrified designer pattern Ceramic coloured tiles(light shade Premium quality) 10 mm thick, of area exceeding 0.36 sqm but not exceeding 0.42 sqm each, laid in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles; including 20 mm thick screed bed in cement mortar (1:6), complete all as specified and as directed by the Engineer-in-Charge.
9	M&L for vitrified designer pattern Ceramic coloured tiles(light shade Premium quality) 10 mm thick,required shape and size laid in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles; including 10 mm thick backing coat in cement mortar (1:4), and tringular filleting in CM 1 ;6 on top of tilescomplete all as specified and directed by the Engineer-in-Charge.
10	M&L for acid-resistant tiles, 15 mm thick, vitreous ceramic designer pattern tiles (premium quality), square/rectangular, polished finish, area not exceeding 0.36 sqm each, unglazed, laid in floors, set, jointed and pointed in chemical-resistant resin mortar as per manufacturer’s instructions, and pointed with white/coloured cement to match; laid over and including 20 mm thick screed bed in CM (1:6), complete all as specified and directed.
11	Materials and Labour fornon-skid, joint-free ceramic tiles of coloured designer pattern, 7 to 8 mm thick, premium quality, square/rectangular, with each tile area exceeding 0.11 sqm but not exceeding 0.18 sqm, laid in floors, set and jointed in neat cement slurry and pointed with white or coloured cement to match, including 15 mm thick screed bed in cement mortar (1:4), complete all as specified and directed.
12	M&L for glazed joint-free ceramic coloured tiles of coloured designer pattern 600x300x7-8 mm thick, fixed on vertical surfaces such as skirting, dado, etc.; set and jointed in white cement to match;including 10 mm thick backing coat in cement mortar (1:4), and tringular filleting in CM 1 ;6 on top of tilescomplete all as specified and directed by the Engineer-in-Charge.
13	Demolition of stone slabs or tiles of any type, description, or thickness, including removal of all existing floor, skirting, hardstanding, apron or similar surfaces, regardless of size or pattern, carefully breaking up and taking down the tiles/slabs along with their bedding layers and pointing done in cement mortar. Work includes removing all debris, disposing of unserviceable material off the site, and cleaning the demolished area, all complete as specified and directed.
14	M&LforGreen Marble work, 18 to 20 mm thick, table-rubbed and polished, cut to required shape and size for use in steps, jambs, pillars, window cills, cooking/working platforms, partitions and similar locations. Marble shall be laid and fixed in cement mortar (1:4) and pointed with white cement (1:2) mixed with marble dust and approved pigments to match the shade of the marble. Work includes providing and laying 15 mm thick backing coat in cement mortar (1:4) and forming triangular filleting in cement mortar (1:6) on top of tiles wherever required, complete all as specified and directed.
15	M&L for marble work 18 to 20 mm thick, machine-cut, matched with existing colour and texture, laid in floors and similar locations. Marble to be bedded, jointed and pointed with grey cement slurry, including cutting to required shape and size and machine polishing to achieve uniform finish. Work shall be executed over and including a 20 mm thick screed bed in CM 1:6, complete all as specified and directed.
16	M&L for 18–20 mm thick granite (any type and shade) for worktops, cooking/working platforms, staircases including risers and treads, steps, jambs, pillars, window sills, partitions, and similar work. Granite shall be machine-rubbed and pre-polished. Granite shall be fixed over a 15 mm thick cement mortar (1:4) backing layer, ensuring full adhesion. Joints shall be pointed with white cement (1:2) mixed with marble dust and approved pigments to match the shade of the granite. Triangular filleting in cement mortar (1:6) shall be provided at the top edges of tiles wherever required. Complete all as specified and as directed by the Engineer-in-Charge.
17	M&L formachine-cut Cudappah stone slab 20-25 mm thick for vertical and horizontal supports to platforms for granite/marble works. Slabs jointed with grey cement slurry mixed with pigment to match the Cudappah shade, including rubbing and polishing of exposed face. Complete all as specified and directed by Engineer-in-Charge.
18	M&L formachine-cut Kota stone slab flooring 20-25 mm thick over a 15 mm thick cement mortar (1:6) screed bed; slabs to be laid and jointed with grey cement slurry mixed with approved pigment to match the shade of the stone, and rubbed and polished to a smooth finish. Complete all as specified and directed by the Engineer-in-Charge
19	M&L for machine-cutKota stone slab 20–25 mm thick in risers of steps, skirting, dado, and pillars; laid over 10 mm thick backing coat on fair faces of brickwork or concrete surfaces in cement mortar (1:4), complete with all labour, materials, finishing, and as specified and directed by the Engineer-in-Charge.
20	Rounding to one edge of stone slabs (any type), as in steps, cooking platforms, and similar works, including all labour, tools, and finishing, complete as specified and directed by the Engineer-in-Charge.
21	Material and labour for mirror polishing on new or existing marble,Kota stone surfaces wherever required, to achieve a high-gloss finish, complete all as specified and directed by the Engineer-in-Charge.
22	Taking down chowkat with shutter(without taking off shutter from the frame) area n.exc 1.5 sqm in each, complete all as specified and directed.
23	Taking down chowkat with shutter(without taking off shutter from the frame) area exc 1.5 sqm ann n.exc 4.0 sqm in each, complete all as specified and directed.
24	Taking down shutters of any description, exceeding 1 sqm and not exceeding 2 sqm each, complete all as specified and directed by the Engineer-in-Charge
25	Supply and fix 2nd Class hardwood plain, solid, straight chowkats and frames, wrought, framed, rebated on the solid, rounded or chamfered as required, and put together with glue and pinned at joints. Complete all as directed by the Engineer-in-Charge.
26	Material and labour for 30 mm thick flush shutters, solid core construction, consisting of block board core with commercial-type plywood face panels on both sides, complete all as specified and directed by the Engineer-in-Charge.
27	Supply and fix 2nd class hardwood plain framed panelled shutter (two panels) 35 mm thick with lock rail, and panels made of 9 mm B.W.P. commercial plywood or 12 mm veneered particle board with commercial veneering on both faces. The size of rails and stiles as per IS: 1003 (Part I), kiln seasoned and chemically pressure treated. Complete all as specified and directed by the Engineer-in-Charge
28	Material and labour for providing and fixing single leaf wooden door shutter (openable on one side) using 1st class hardwood, 35 mm thick, glazed skeleton type shutter, open rebated and prepared to receive 5.5 mm thick clear glass (without sash bars). Edges of framing shall be plain, chamfered, or rounded, fitted with cut and mitred wooden beads for securing glass. Sizes of members shall conform to SSR Part I, Section 8, Clause 8.24(a).Shutter to be supplied and fixed to any type of door frame, complete with:4 Nos stainless steel heavy-duty hingesMortise door lock with handle ofbrass body, 4-lever, vertical type, (175x137x50 mm size)One set of stainless steel brush-finish pull & push handles (“C” shape, approx. 250 mm length, diameter 18–20 mm)1 hydraulic door closer heavy duty of approved make1 floor door stopper of approved makePastings of one side frosted computerized film on glass as per approved sampleWooden beads and wood filler to fill gaps at top, bottom, and sides of frame of shutterall necessary accessories, fixing materials, labour, transport, taxes, and placing at site.All materials, accessories, and hardware to be of approved make (Godrej, Everite, Ozone, Hardwyn, Dorma or equivalent) with prior approval of samples by Engineer-in-Charge Complete all as specified and directed.
29	Resecuring, easing, and adjusting aluminium/toughened glass/fixed type aluminium window or wooden door shutter includingaccessories with areaexceeding 2.00 sqm and n.exc 4.00 sqm , with or without taking down the shutter from the existing frame for minor repairs such as adjusting hinges, handles, and making the shutter fully functional during civil works execution Complete all as specified and directed by the Engineer-in-ChargeNote:Taking down door shutters shall be carefully stored at site by the contractor until completion of civil works and refixed in the same opening as directed by the Engineer-in-Charge. Any damage observed shall be rectified or repaired by the contractor at own cost.
30	Supply, fabrication, and installation of aluminium frames for single leaf / double leaf doors,windows, ventilators including one or more rebates, joining cleats, fasteners, and fixing accessories. Powder coated finish (≥50 micron) or anodized (≥15 micron) as approved. Complete as specified by the Engineer-in-Charge.
31	Supply and fix solid PVC door frames of size 50mm x 47mm, made out of 5mm single-side prelaminated PVC sheet (used instead of plain color PVC sheet), with edges painted to match the prelaminated surface. Frames to be reinforced with M.S. square tube for structural strength, fixed in openings as per specification and drawings, complete in all respects all as specified and directed.
32	Supply and fix factory-made solid panel PVC door shutter of 30 mm thickness, consisting of an M.S. frame (for top and bottom rails), fully covered on both sides with heat-moulded prelam PVC sheets (used instead of plain color PVC sheet). Stiles and rails feathered at edges, incorporating PVC ‘C’ channels, PVC strip inserts, and paneling as per specification and drawing, complete with all necessary PVC sheet beading, solvent cement joints, and fixing accessories all respects all as specified and directed
33	Supply and fixing of 100 mm long Stainless Steel butt hinges, heavy weight, cold-rolled mild steel body, fixed as per standard practice complete in all respects, as specified and directed by the Engineer-in-Charge
34	Supply and fixing of 125 mm long Stainless Steel butt hinges, heavy weight, cold-rolled mild steel body, fixed as per standard practice complete in all respects, as specified and directed by the Engineer-in-Charge
35	Supply and fixing of Aluminium anodised barrel tower bolts, made of extruded section, 125 mm long, complete with necessary fixing accessories, as specified and directed by the Engineer-in-Charge.
36	Supply and fixing of Aluminium anodised barrel tower bolts, made of extruded section, 150 mm long, complete with necessary fixing accessories, as specified and directed by the Engineer-in-Charge.
37	Supply and fixing of Aluminium fabricated type handles, anodised, 150 mm long, complete with all necessary fixing accessories, as specified and directed by the Engineer-in-Charge.
38	Supply and fixing of Aluminium fabricated type handles, anodised, 125 mm long, complete with all necessary fixing accessories, as specified and directed by the Engineer-in-Charge.
39	Supply and fixing of Stainless steelalloysliding door bolt with hasp, staple (bolt type), fixing clips made of sheet, cast, or extruded sections. Includes fixing bolts and sliding bolts of extruded or cast stainless steel, 300 mm long, complete in all respects, as specified and directed by the Engineer-in-Charge
40	Supply and fix in repairs 75 mm butt hinges (Type E-22) made of extruded aluminium alloy, with galvanized mild steel hinge pin, anodised for corrosion resistance, and fixed properly as per specification and direction. All work to be complete including removal of old hinges, preparation of fixing surfaces, alignment, and finishing all as specified and directed by the Engineer-in-Charge
41	Supply and fixing in repairsAluminium anodised barrel tower bolts, made of extruded section, 100 mm long, complete with necessary fixing accessories, as specified and directed by the Engineer-in-Charge.
42	Supply and fixing in repairsAluminium anodised barrel tower bolts, made of extruded section, 150 mm long, complete with necessary fixing accessories, as specified and directed by the Engineer-in-Charge.
43	Supply and fixing in repairsAluminium fabricated type handles, anodised, 150 mm long, complete with all necessary fixing accessories, as specified and directed by the Engineer-in-Charge.
44	Supply and fixing in repairs Aluminium alloy anodised sliding door bolt with hasp, staple (bolt type), fixing clips made of sheet, cast, or extruded sections. Includes fixing bolts and sliding bolts of extruded or cast aluminium alloy, 300 mm long, complete in all respects, as specified and directed by the Engineer-in-Charge.
45	Supply and fix in repairs Aluminium (die-cast) body hydraulic door closer, hydraulically regulated, designation no. 2 universal type, suitable for door shutters of width 701 mm to 850 mm and weight between 36 kg to 40 kg, fixed complete as per specifications and directions.
46	Supply & Fixing in repair fancy type stainless steel curtain rod 20 mm dia with heavy duty bybass \"C\" shape brackets or \"U\"/Circular Shape wall to wall brackets, both of SS 304 grade including stops, rollers etc complete all as specified and directed.
47	Supply and fix stainless steel side stopper (fancy type) of required shape and size, 2 Nos per opening, or as directed by the Engineer-in-Charge based on site requirements. Work includes supply, fixing, and ensuring proper functioning as specified and directed
48	Supply and fix in repairs galvanised mild steel wire cloth of 0.56 mm nominal diameter wire and an average aperture width of 1.18 mm, to be fixed in any type of windows, doors, ventilators, etc., complete as specified and directed
49	Supply and fix 5.5 mm thick clear float glass on vertical surfaces, finished with one side frosted computerized solar films as per design and sample approval. Includes removing old serviceable glass of any type from wooden, metal, stone, concrete, or brick frames; removal of old putty, silicone, or beads; handling, stacking or storing old glass for reuse; and making good any breakages during removal. Complete in all respectsas specified and directed by the Engineer-in-Charge.
50	Supply and fix powder coated aluminium sliding window (minimum powder coating thickness 50 micron) in any approved colour. The window shall be three-track type made of extruded aluminium profiles with hollow multi-chamber sections. The window will have three shutters:2 sliding sashes to receive 4 mm thick tinted glass.1 sliding sash to receive stainless steel wire mesh for mosquito proofing (0.36 mm nominal dia, 1.18 mm width aperture).The shutters will have sliding interlocks (one vertical length per shutter). Glazing beads will be mitred cut at all corners, and holes will be drilled for fixing hardware and drainage of water.The window frame will be fixed to any type of wall using suitable fasteners / screws. The installation will include EPDM gaskets, steel roller system, touch lock of zinc alloy (powder coated to match window),strips and other required materials/accessories.Note: The unit rate includes supply of glass, wire mesh, hardware, accessories, and all materials necessary for installation. Samples of all materials/hardware (Jindal catalogue or equivalent) shall be submitted for approval before execution.
51	Supply and fixing Powder coated aluminum (minimum thickness of powder coating 50 micron) work in any colour for ventilators made of rectangular tube of aluminum section framewith and includingone sets suitable size of louvers, fixed on both vertical frame having 06 -10 Blades for receiving 5mm thick frosted glass strips (Min wide 10 cm),with including provision opening for exhaust fan by using extra frame work and required same make,colour as per required basis and direction of Engineer-in-charge, aluminium frame sections conforming to catalogue No. 14097 of \"JINDAL\"or of equivalent complete all as specified and directed. Note:The unit rate quoted by contractor includes the cost of 4 mm thick tinted glass & stainless steel wire cloth 0.36mm nominal dia & 1.18mm width aperture for mosquito proofing and all other connected accessories.
52	S&FPowder coated aluminum (minimum thickness of powder coating 50 micron) work in any colour for single leaf swing type aluminum door (openable one / both sides) fixed with any type door frame work including appropriate heavy duty fixing materials such as 01 x Top & bottom Pivot, 01 x floorsprings,mortise door handle lock vertical type size 100mm of brass body 4 lever etcand One set of 15-16mm dia SS brush finish pull & push handles (approx 200mm length) \"C\" shape of approved make & design on both sides of approved makeGodrej / Everite/Ozone/Hardwyn/Dorma or equivalent with and including 5.5mm thick clear glass & providing with pastingone side forasted computerised films on glass as per design provides during sample approval of door with clips aluminium, beads, filling gaps at junctions at top,bottom & sides with required EPDM rubber/neoprene gasket etc. Note :The rate to include all materials, labour, transport, taxess, delivered and placed in position at site of work. Each door shall be treated individually with complete set of accessories to be provided on each door, complete all as specified and as directed.Before creation of door, the sample of all materials / accessories / hardware confroming to make of\"JINDAL\" catalogue No.Both verticalShutter :19501, Shutter top rail : 19503,Shutter Middle rail :20060, Shutter Bottom rail : 19511, Glazing clips :19352 or equivalent make will be submitted to Engr-in-Charge for weighing of powder coated door section and approval of materials / accessories / hardware.
53	S&F Powder coated aluminum partition (minimum thickness of powder coating 50 micron) work in any colourwith and including using 12 mm thick prelaminated particle board of choice colour in bottom panel and 5.5mm thick frosted/design/clear/tinted glass in top panel fixed with clips aluminium, beads, filling gaps at junctions at top,bottom & sides with required EPDM rubber/neoprene gasket etc., centre to centre distance of vertical member shall n.exc 1mtr and horizontal member shall n.exc 1.10 mtr using following aluminumpowder coated section as specified in Jindal Catalogue (a)SP – 20048,(b)DP -20047(c)Glazing clips- 19352 or equivalent.
54	Supply and fix 12 mm thick extra ultra-clear toughened float glass door (single or double shutter) at entrances or as directed. Each door shutter is counted individually. The door is swing type, openable from both sides, with polished edges. Doors to be fixed on granite or other approved door frame using heavy-duty fittings and accessories. Each door includes a complete set of accessories.1 x Top Pivot, 1 x Top Patch, 1 x Floor Spring, 1 x Bottom Patch, 1 x Patch Lock with Keys, 1 set of 25 mm dia SS brush finish “C”-shaped pull handles (approx. 300 mm length) both sides, Push & Pull stickers. Approved make: Godrej / Everite / Ozone / Hardwyn / Dorma or equivalent.Complete in all respectsas specified and directed by the Engineer-in-Charge.
55	Dismantling wrought iron or mild steel work, such as gates, columns, roof trusses, balcony railings, and similar steel structures, including cutting, unfastening, and removal of steel members of any section or description, stacking the steel within a lead of 50 m, complete as specified and directed by the Engineer-in-Charge.
56	M&L for Framed work in grill,gratings,guard bars, doors or gates using angle or other steel sections, including gusset plates, rails, braces, etc., complete, drilled for fixing steel sheeting or other covering, prepared for hanging or sliding, including hooks, hinges, or steel hanging door fittings, but exclusive of steel sheeting, running rails, and guides, and including fastening and fixing, using Fe 410-W (Grade E-250) quality steel, complete as specified and directed by the Engineer-in-Charge.
57	Dismantling of boarding of any description, fixed in any position with nails, including removal of nails, stacking of serviceable material, and disposal of unserviceable material as directed by the Engineer-in-Charge.
58	Supplying and fixing 6 mm thick (5 ply) decorative veneered plywood, Grade-I, bonded with BWR synthetic resin, having one face decorative veneer, fixed with nails to timber framework, including cutting to size, fixing with approved nails, countersinking, filling nail holes with matching putty, sanding smooth and finishing complete, all as specifications and directions of Engineer-in-Charge.
59	Supplying and fixing 12 mm thick (7 ply) decorative veneered plywood, Grade-I, bonded with BWR synthetic resin, having one face decorative veneer, fixed with nails to timber framework, including cutting to size, fixing with approved nails, countersinking, filling nail holes with matching putty, sanding smooth and finishing complete, all as specifications and directions of Engineer-in-Charge.
60	Supplyingand fixing 18 mm thick decorative veneered plywood, Grade-I, bonded with BWR synthetic resin, having one face decorative veneer, fixed with nails to timber framework, including cutting to size, fixing with approved nails, countersinking, filling nail holes with matching putty, sanding smooth and finishing complete, all as specifications and directions of Engineer-in-Charge.
61	Supplying and fixing plain wooden fillets, square, rectangular or triangular in section, exceeding 13 sq.cm and not exceeding 25 sq.cm in sectional area, clean sawn, of 2nd class hardwood, secured in position with nails or brads, including cutting to length, mitring at corners, fixing true to line and level, complete all as specified and as directed by the Engineer-in-Charge.
62	Supplyingand fixing plain wooden fillets, square, rectangular or triangular in section, exceeding 3 sq.cm and not exceeding 6 sq.cm in sectional area, clean sawn, of 2nd class hardwood, secured in position with nails or brads, including cutting to length, mitring at corners, fixing true to line and level, complete all as specified and as directed by the Engineer-in-Charge.
63	Supplying and fixing soft-close hinges for cabinets and cupboards, of approved make (Godrej or equivalent), any crank (full overlay / half overlay / inset) as required at site, made of corrosion-resistant steel with integrated soft-closing mechanism, including all necessary screws, fixing accessories, adjustment, alignment and testing, complete all as specified and as directed by the Engineer-in-Charge
64	Supplying and fixing 30 mm wide stainless steel continuous (piano) hinges for built-in cupboard shutters, of approved quality and finish, including cutting to required length, fixing with matching stainless steel screws, proper alignment and smooth operation, complete all as specified and as directed by the Engineer-in-Charge.
65	Supplying and fixing stainless steel anodised handles, fabricated type, of size 100 mm (centre to centre), of approved quality and finish, including all necessary screws, fittings and fixing accessories, properly aligned and securely fixed, complete all as specified and as directed by the Engineer-in-Charge.
66	Supplying and fixing magnetic catcher for cabinets, of approved make and quality, consisting of magnet and striker plate, including all necessary screws and fixing accessories, properly aligned and adjusted to ensure smooth and firm closing of shutters, complete all as specified and as directed by the Engineer-in-Charge.
67	Supplying and fixing premium heavy duty mortise door handle lock, vertical type, size 100 mm, having brass body with 4-lever mechanism, of approved make (Link or equivalent), including pair of handles, lock body, face plate, strike plate, keys, all necessary screws and fixing accessories, properly aligned and tested for smooth operation, complete all as specified and as directed by the Engineer-in-Charge.
68	Supplying and fixing premium heavy duty stainless steel lock of suitable size, any type (cam lock / cupboard lock / cabinet lock) as required, for cupboards or cabinets, of approved make (Godrej / Link or equivalent), including keys, strike plate, all necessary screws and fixing accessories, properly aligned and tested, complete all as specified and as directed by the Engineer-in-Charge.
69	Supplying and fixing safety type hasp and staple of size 125 mm, made of aluminium with steel hinge pin, including bolt to hinge plate, fixed with approved screws, properly aligned and secured, complete all as specified and as directed by the Engineer-in-Charge.
70	Supplying and fixing safety type hasp and staple of size 125 mm, made of aluminium with steel hinge pin, including bolt to hinge plate, in repairs, fixed with approved screws, properly aligned and secured, complete all as specified and as directed by the Engineer-in-Charge.
71	M&L French polishing on surfaces of any description, width or girth, including cleaning and preparing the surface, application of a coat of wood filler on new works, followed by two or more coats of French polish, complete allas specifiedand directed by the Engineer-in-Charge.
72	M&L French polishing on surfaces of any description, width or girth, including cleaning and preparing the surface, application of a coat of wood filler on oldworks, followed by two or more coats of French polish, complete allas specifiedand directed by the Engineer-in-Charge.
73	Preparing new wooden surfaces of any description, not otherwise described, exceeding 10 cm in width or girth, including cleaning, sanding, filling cracks/unevenness with suitable filler, and applying two coats of synthetic enamel paint over one coat of pink primer, of approved make and shade, complete in all respects, as specified and directed by the Engineer-in-Charge.
74	Preparing old wooden surfaces of any description, not otherwise described, exceeding 10 cm in width or girth, including cleaning, sanding, filling cracks/unevenness with suitable filler, and applying two coats of synthetic enamel paint over one coat of pink primer, of approved make and shade, complete in all respects, as specified and directed by the Engineer-in-Charge.
75	Preparing new steel surfaces of any description, not otherwise described, exceeding 10 cm in width or girth, including cleaning, sanding, filling cracks/unevenness with suitable filler, and applying two coats of synthetic enamel paint over one coat of pink primer, of approved make and shade, complete in all respects, as specified and directed by the Engineer-in-Charge.
76	Preparing old steel surfaces of any description, not otherwise described, exceeding 10 cm in width or girth, including cleaning, sanding, filling cracks/unevenness with suitable filler, and applying two coats of synthetic enamel paint over one coat of pink primer, of approved make and shade, complete in all respects, as specified and directed by the Engineer-in-Charge.
77	Demolition of brick work or stone/boulder masonry built in cement mortar, in order to part demolition, including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stone work, and precast PCC blocks, complete all as specified and directed.
78	Supplying and laying precast cement concrete blocks exceeding 10 cm in width, solid blocks of PCC (1:5:8) grade D-5, laid in CM 1:4, including all joints, curing, scaffolding, and incidental work as specified and directed.
79	M&L for solid block masonry, exceeding 10 cm in width, using solid blocks of Grade D4 (1:5:8), set and jointed in cement mortar 1:4, complete all as specified and directed.
80	M&L Brickwork using flyash bricks, straight or curved on plan with mean radius exceeding 6 m, built in old size bricks with cement mortar 1:4, complete all as specified and directed..
81	M&L Brickwork with subclass B bricks, straight or curved on plan with mean radius exceeding 6 m, built in old size bricks with cement mortar 1:4, complete all as specified and directed..
82	M&L Brickwork using flyash bricks, straight or curved on plan, any radius, half-brick thick walls, built in CM 1:4 using old size bricks, complete all as specified and directed by the Engineer-in-Charge.
83	Forming jambs, reveals, etc., to openings in foregoing masonry items, including cutting, toothing, properly bonding into old work, facing, jointing, and pointing to match existing work, in CM 1:4, complete all as specified and directed
84	Taking down cement plaster on brick or stone wallsincluding raking out joints, hacking for key, scrubbing down with water and removing debris, etc.complete all as specified and as directed by Engr-in-Charge
85	M&L for 15 mm thick plastering on fair faces of bricks or concret surfaces finished even and smooth without using extra cement in cement mortar1:4 andincluding mixing of liquid WPC of approved make@200 ml per bag of cement on brick/concrete/stone wallsurfaces at any height of any description,and finishing the surfaces even and fair, complete all as specified and directed by Engr-In-Charge
86	M&L for 15 mm thick cement plaster in cement mortar 1:6 on brickor concrete surface finished even and smooth without using extra complete all as specified and as directed.
87	M&L Rendering 5mm thick in cement mortar 1:3 onceiling Concrete Surfaces of any description finished even and smooth, complete all as specified and as directed.
88	M&L for preparingnew wall plastersurfaces and applying a priming coat of exterior primer at 0.90 litre per 10 sqm, followed by two or more coats of 100% premium external acrylic emulsion paint of required shade (company depot-tinted), having VOC <50 gm/litre, UV resistance as per IS 15489:2004, alkali and fungal resistance, dirt resistance, with silicon additives at 1.43 litre per 10 sqm, complete all as specified and directed by the Engineer-in-Charge
89	M&L for Preparing existing wall surfaces by completely removing any existing treatment layers, cleaning, sanding, and making the surface smooth, and applying a priming coat of exterior primer at 0.90 litre per 10 sqm, followed by two or more coats of 100% premium external acrylic emulsion paint of required shade (company depot-tinted), having VOC <50 gm/litre, UV resistance as per IS 15489:2004, alkali and fungal resistance, dirt resistance, with silicon additives at 1.43 litre per 10 sqm, complete all as specified and directed by the Engineer-in-Charge
90	M&L for preparing new plastered or unplastered surfaces of wall and aplyingTwo coats of oil bound distemper over a coat of alkali resistant primerover plastered surfaces including 2mm thick wall care putty,colour as approved by GE with prepartion of new surfaces on plastered surfaces of wall , preparatory to distempering complete all as specified and directed
91	M&L for Two coats of oil bound distemper over a coat of alkali resistant primerover plastered surfaces including 2mm thick wall care putty,colour as approved by GE with prepartion of new surfaces on plastered surfaces with prepartion ofold plastered or unplastered surfaces of wall , preparatory to distempering complete all as specified and directed
92	M&L for Preparing new plastered or unplastered wall surfaces, including cleaning, filling, and making the surface smooth, applying a base coat of 2 mm thick wall care putty (approved colour), followed by one coat of primer of the same make, and finally applying two coats of plastic emulsion paint of approved shade, complete all as specified and directed by the Engineer-in-Charge.
93	Preparing old plastered or unplastered wall surfaces, including complete removal of existing treatment (paint, primer, putty, or any other layer), cleaning, filling, and making the surface smooth, applying a base coat of 2 mm thick wall care putty (approved colour), followed by one coat of primer of the same make, and finally applying two coats of plastic emulsion paint of approved shade, complete all as specified and directed by the Engineer-in-Charge.
94	M&L Preparing new plastered ceiling surfaces, including cleaning, filling minor cracks, and making the surface smooth, and applying three coats of whitewashing, complete all as specified and directed by the Engineer-in-Charge.
95	M&L for Preparing old plastered ceiling surfaces, including complete removal of existing treatments of any type or layer (paint, whitewash, distemper, etc.), cleaning, filling minor cracks, and making the surface smooth, and applying three coats of whitewashing, complete all as specified and directed by the Engineer-in-Charge.
96	M&L for Preparing old plastered or unplastered ceiling surfaces, including complete removal of existing treatments of any type or layer (paint, distemper, primer, whitewash, etc.), cleaning, filling, and making the surface smooth, applying a base coat of 2 mm thick wall care putty (approved colour), followed by one coat of primer of the same make, and finally applying two coats of oil bound distemper of approved shade, complete all as specified and directed by the Engineer-in-Charge.
97	M&Lfor Opening up cracks in concrete surfaces in V-groove manner (approx. 5 mm × 5 mm) using mechanical cutter, thoroughly cleaning the grooves to remove loose dust, dirt, and debris, and filling the cracks with a three-component, solvent-free, thixotropic, epoxy resin-based putty having the following properties:100% solid contentsDensity: 1.64 – 1.68 g/ccCompressive strength (7 days): 50 N/mm²Pot life: 40 minutes at 25°CDrying time: 8 hours at 25°CRecoatable time: 24 hoursFinishing to be in line and level with existing concrete surfaces.Additionally, reinstating imperfections, blow holes, and pits using polymer-modified mortar, ensuring a smooth and flush finish with surrounding concrete, complete all as specified and directed by the Engineer-in-Charge.Approved Makes: Thermax Ltd. / SNI Infratech Pvt. Ltd. / Tikki Tar Danosa (India) / Carlisle Syntec Middle East or equivalent.
98	M&L provided chicken mesh wire netting 25 gauge on block masonry or concrete surface fixed with 5 mm dia nail with wisher etc complete all as specified and directed by engineer in charge
99	M&L for plain cement concrete (PCC) of mix 1:2:4 (Cement : Sand : 12.50 mm graded coarse aggregate), Type B-0, including for bed blocks, steps, coping and similar works, with all necessary formwork, compaction, finishing, and curing, complete all as specified and directed by the Engineer-in-Charge
100	M&L for precast RCC 1:2:4 Type-B1 (using 20mm graded crushed stone aggregate) as in manhole / drain cover slab and similar article with plain faces, set in cement 1:4 incl formwork complete all as specified and directed by Engr-in-Charge.
101	Demolition of RCC slab, beams, chajjas, columns, shelves, and tanks of all thickness, including breaking concrete manually or mechanically, cutting and removing steel reinforcement, stacking debris within 50 m lead, and cleaning the site.
102	Taking up or down carefully steel / CPVC / UPVC tubing and connections, including cleaning for refixing or removing to store, 15 mm dia bore, complete all as specified and as directed-
103	Taking up or down carefully steel / CPVC / UPVC tubing and connections, including cleaning for refixing or removing to store, 20 mm dia bore, complete all as specified and as directed-
104	Taking up or down carefully steel / CPVC / UPVC tubing and connections, including cleaning for refixing or removing to store, 25 mm dia bore, complete all as specified and as directed-
105	Refixing old steel tubing and connections in new or old position (walls, ceiling, floors, etc.), 15 mm dia bore, complete all as specified and as directed.
106	Refixing old steel tubing and connections in new or old position (walls, ceiling, floors, etc.), 20 mm dia bore, complete all as specified and as directed.
107	Refixing old steel tubing and connections in new or old position (walls, ceiling, floors, etc.), 25 mm dia bore, complete all as specified and as directed.
108	Supply and laying CPVC pipes, 20 mm outer dia, SDR-11, including brass and plain CPVC SDR-11 fittings such as elbow, socket, tee, FTA/MTA, etc., MS clamps/clips and necessary screwing, fixed on walls/ceiling or laid in floors, concealed or exposed, including making good to required surfaces, complete all as specified and as directed by Engineer-in-Charge.
109	Supply and laying CPVC pipes, 25 mm outer dia, SDR-11, including plain CPVC SDR-11 fittings such as reducer socket, tee and union, fixed on walls/ceiling or laid in floors, complete all as specified and as directed.
110	Supply and laying CPVC pipes, 32 mm outer dia, SDR-11, including plain CPVC SDR-11 fittings such as reducer socket, tee and union, fixed on walls/ceiling or laid in floors, complete all as specified and as directed.
111	S&F CPVC ball valve for 20mm outer dia of pipe complete all as specified and directed.
112	S&F CPVC ball valve for 25mm outer dia of pipe complete all as specified and directed.
113	S&F CPVC ball valve for 32mm outer dia of pipe complete all as specified and directed.
114	S&F CPVC union valve for 20mm outer dia of pipe complete all as specified and directed.
115	S&F CPVC union for 25mm outer dia of pipe complete all as specified and directed.
116	S&F CPVC union for 32mm outer dia of pipe complete all as specified and directed.
117	Supply and fixing in repairs gun-metal globe or gate valve, ISI marked, with iron wheel head, screwed both ends for iron pipe, fixed on stone, concrete, block, slab or wall, 20 mm dia, complete all as specified and as directed.
118	Supply and fixing in repairs gun-metal globe or gate valve, ISI marked, with iron wheel head, screwed both ends for iron pipe, fixed on stone, concrete, block, slab or wall, 25 mm dia, complete all as specified and as directed.
119	Cutting chases in brick work, pinning in, making good to facings where required and pointing in cement mortar 1:4, for concealed water tubing, complete all as specified and as directed.
120	Supply and laying CPVC pipes, 40 mm outer dia, SDR-11, including plain CPVC SDR-11 fittings such as reducer socket, tee and union, fixed on walls/ceiling or laid in floors, complete all as specified and as directed.
121	Supply and laying CPVC pipes, 75 mm inner dia, Schedule-80, SDR-13.5, including plain CPVC Schedule-80 fittings such as reducer socket, tee and union, fixed on walls/ceiling or laid in floors, complete all as specified and as directed
122	Supply and fixing in repairs vitreous china wash-down water closet pan, neutral/warm/bright colour,(S-Trap Cat No. C0297, size 525 × 380 × 400 mm) or(P-Trap Cat No. C0278, size 530 × 380 × 400 mm),including standard regular seat cover Cat No. E8071, Parryware make or equivalent, fixed on floor surface with appropriate materials and connected to inlet and outlet pipes, complete all as specified and as directed.
123	Supply and fixing in repairs PVC flushing cistern, 10 litres capacity, neutral/warm/bright colour, valveless syphonic action type, single flushing, low level, with inlet ball valve and float, including necessary fittings and fixing to wall, Parryware Cat No. E8090 or equivalent, complete all as specified and as directed
124	Supply and fixing in repairs oval-shaped vitreous china below-counter basin, neutral colour, size 510 × 415 × 190 mm, Cat No. C0419, including 32 mm full-thread CP waste coupling Cat No. T9911A1, bottle trap / connection hose (polymer P-trap) Cat No. C830899 and CP pillar cock swan neck Cat No. G4803A1, Parryware make or equivalent, complete all as specified and as directed.
125	Supply and fixing in repairs chemical-resistant ceramic laboratory sink, Belmonte type, size 24 × 18 × 8 inch, white colour, glossy finish, below-counter, including 32 mm full-thread CP waste coupling, bottle trap / connection hose (polymer P-trap) and CP pillar cock swan neck Cat No. G4803A1, Parryware make or equivalent, complete all as specified and as directed
126	Supply and fixing in repairs vitreous china urinal (combo set), neutral colour, size 380 × 405 × 590 mm, Cat No. C0583, including 32 mm full-thread CP waste coupling Cat No. T9911A1, bottle trap / connection hose (polymer P-trap) Cat No. C830899, CP half-turn angle valve Cat No. T9926A1 (Star) and suitable size CP flexible urinal connection pipe with two nuts, Parryware make or equivalent, complete all as specified and as directed.
127	Supply and fixing in repairs single-bowl stainless steel sink, 1 mm thick, kitchen/laboratory type, size 24 × 18 × 9 inch, Cat No. C854899, folded edge, glossy finish, with plugs, washers and wastes, including mounting and bedding in cement mortar on granite platform and 32 mm full-thread CP waste coupling Cat No. T9911A1, bottle trap / connection hose (polymer P-trap) Cat No. C830899 and CP sink cock with swinging spout Cat No. G2321A1 (Star), Parryware make or equivalent, complete all as specified and as directed.
128	Supply and fixing in repairs bib cock, 15 mm dia, cast copper alloy, chromium-plated, fancy type with fancy handle and wall flange, screwed down, screwed for iron/CPVC pipe or brass ferrule, Cat No. G4004A1, Parryware make or equivalent, complete all as specified and as directed
129	Supply and fixing in repairs two-way bib cock, 15 mm dia, cast copper alloy, chromium-plated, fancy type with fancy handle and wall flange, screwed down, screwed for iron/CPVC pipe or brass ferrule, Cat No. G4067A1, Parryware make or equivalent, complete all as specified and as directed.
130	Supply and fixing in repairs angle valve, 15 mm dia, cast copper alloy, chromium-plated, fancy type with fancy handle and wall flange, screwed down, screwed for iron/CPVC pipe or brass ferrule, Cat No. G4053A1, Parryware make or equivalent, complete all as specified and as directed.
131	Supply and fixing in repairs health faucet with hose and hook, conforming to Cat No. E8352A1, Parryware make or equivalent, complete all as specified and as directed.
132	S&F in repairs PVC connection 60cm long 15mm dia, with 2 Nos CP brass check nuts complete all as specified and directed.
133	S&Fin repairs chromium plated toilet paper holder with cover ,Cat No T6414A1 of make Parrywere or equivalent complete all as specified and directed.
134	Supply and fixing in repairs brass CP soap dish, conforming to Cat No. T6403A1, Parryware make or equivalent, complete all as specified and as directed.
135	Supply and fixing in repairs CP towel rail, conforming to Cat No. T6501A1, Parryware make or equivalent, complete all as specified and as directed.
136	S&FCP Towel Ringconforming to CAT No. T6002A1of \"Parrywere\" or of Equivalent make complete all as specified and directed..
137	Supply & Fixing bevelled edge looking mirror 5.50mm of selected quality glass mounted edges of approved size,mounted on wall by using fixing required materials such as MHS stainless steel wall brackets complete all as specified and directed.
138	Supply and fixing of PVC (SWR) floor trap, 75 mm dia, plain type with grating, including jointing with solvent cement, proper alignment with floor slope, and making good the surrounding floor surface if required, complete as specified and directed by Engineer-in-Charge.
139	Supply and fixing of PVC (SWR) gully trap, 125/110 mm dia, including proper setting, alignment, and jointing with solvent cement, connection to soil/waste pipes, providing necessary bedding in cement mortar or concrete, and making good surrounding surfaces, complete as specified and directed by Engineer-in-Charge.
140	Dismantling of soil waste and vent pipes of AC/PVC/SGSW/CIjointed in cement mortar/lead joints and taking out from positionof 75/100mm dia including connected fittings complete all as specified and directed.
141	S&F 40mm bore pipe Low density poly ethylene pipes (LDPE) of pressure rating 6 kg/ cm2 laid on wall and trenches complete all as specified and directed.
142	Supply and fixing of PVC (SWR) pipes, 110 mm external diameter, Type-B, ISI marked (IS:13592), single socketed, in any length, including rubber ring joints, laid in trenches or embedded in floors/walls, including cutting, jointing, alignment, supports or bedding as required, complete as specified and directed by Engineer-in-Charge.
143	Supply and fixing of PVC (SWR) pipes, 75 mm external diameter, Type-B, ISI marked (IS:13592), single socketed, in any length, including rubber ring joints, laid in trenches or embedded in floors/walls, including cutting, jointing, alignment, supports or bedding as required, complete as specified and directed by Engineer-in-Charge.
144	Supply and fixing of PVC (SWR) bend, 110 mm dia, of any radius as required, provided with access/cleaning door, including proper alignment, setting, and jointing with solvent cement, complete as specified and directed by Engineer-in-Charge
145	Supply and fixing of PVC (SWR) bend, 75 mm dia, of any radius as required, provided with access/cleaning door, including proper alignment, setting, and jointing with solvent cement, complete as specified and directed by Engineer-in-Charge
146	S/F PVC (SWR) Branch piece single (single Y) equal or unequl 110mm dia with door access complete all as specified and directed.
147	S/F PVC (SWR) Branch piece single (single Y) equal or unequl 75mm dia with door access complete all as specified and directed.
148	S&F for 75mm dia SWR junction (single \"T\") equal or unequal with door access complete all as specified and directed.
149	S&F for 110mm dia SWR junction (single \"T\") equal or unequal with except door access complete all as specified and directed.
150	M& L PVC (SWR) vent cowl for 75 mm bore complete all as specified and directed.
151	M& L PVC (SWR) vent cowl 110 mm bore complete all as specified and directed.
152	M&L for core cut on the slabs upto depth 150mm by using standard core cutter machine for inlet & outlet pipe of dia upto 110mmincluding tapering of all edges, making round shoulders of edge including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-in-Charge.
153	M&L forcore cut on the slabs upto depth 100mm by using standard core cutter machine for inlet & outlet pipe of dia upto 75mm and below including tapering of all edges, making round shoulders of edge including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-in-Charge.
154	M&L Bands, straps, supports or stays for rain water, ventilating pipes, including bolts, if required; hooks (stay), heavy for large gates; hook and pintle hinges: large hasp and staples, chains, hand made sliding bolt clamps, hold fast; wall ties: hook for hanging fans; plain angle cleats for securing purlins to wood trusses or rafter knee piece inserts, two way and three way straps, plate washers and similar small articles conforming to Fe.290, Gde-E-165 complete all as specified and directed..
155	M&L for treatment of sunken floor slab, comprising the following specifications, including demolition of existing sunken floor, complete all as specified and as directed:(i) Cleaning the sunken/lowered portion of RCC slab surface, including vertical faces up to the full depth and skirting height, by wire brushing; chiselling out and removing all loose mortar adhered to the surface; and brooming thoroughly to make the surface clean. Providing 50 mm thick (average) PCC 1:2:4, Type B-0, using 12.5 mm graded stone aggregate, as padding concrete to achieve the required slope, including cutting necessary holes/openings in brickwork or RCC walls for fixing floor spouts, complete.(ii) Rendering uneven surfaces with 6 mm thick cement mortar 1:4, mixed with and including integral waterproofing compound (Sika Plastocrete Plus or equivalent make of Fosroc / Thremax) as approved by GE, @ 0.2% by weight of cement consumed, including curing/filling with water to check dampness and seepage. Wherever dampness or seepage is observed, providing and fixing nozzles and carrying out cement grouting, complete.(iii) Sealing all junction points of side walls where CI/GI/PVC pipes pass through, using epoxy putty (Sikaguard 694 F(I) or equivalent make of Fosroc / Thremax) as approved by GE, complete.(iv) After drying of epoxy putty, washing the slab and sides of the sunken portion thoroughly with clean water and making the surface neat, clean, and free from debris, complete.(v) Applying two coats of polymer-modified cementitious waterproof coating using Sika Topseal-107 or equivalent make of Fosroc / Thremax / SIKA, as approved by GE, @ 3 kg per sqm, with glass fibre reinforcement (Sika Fab-1 or equivalent) sandwiched between coats.
156	(v)The coating shall be applied strictly as per the manufacturer’s instructions to the bottom surface and vertical sides up to finished floor level + 100 mm height. The total thickness of the two coats shall be 1 mm. While the second coat is still tacky, coarse sand shall be sprinkled over the vertical and bottom surfaces of the sunken portion to ensure proper bonding of subsequent layers, complete.(vi) Plastering the bottom and sides of the sunken portion up to the bottom of skirting with minimum 20 mm thick cement mortar 1:4, mixed with and including integral waterproofing compound (Sika Plastocrete Plus or equivalent make of Fosroc / Thremax / SIKA) as approved by GE, @ 0.2% by weight of cement consumed, strictly as per manufacturer’s specifications, including rounding of corners, finishing, and forming proper slopes towards the spout, complete.(vii) Covering all pipes laid in the sunken portion with 50 mm thick PCC 1:3:6, all round, after cleaning and applying approved anti-corrosive paint to the pipes, complete.(viii) Filling the sunken floor with lean concrete 1:7:12, well compacted and finished, complete.Notes:(i) The waterproofed area shall be subjected to a ponding test by filling water for a minimum period of 72 hours and checking for leakage or seepage, to the entire satisfaction of GE. A separate test record for each sunken slab shall be maintained. The waterproofing treatment shall be carried out only by authorised applicators of the approved chemicals. Cost of testing and all materials and labour are deemed to be included in the rates quoted above.(ii) For payment purposes, the plan area of the sunken floor shall be measured.
157	M&L for formwork to Rough finished surface of concrete sides and soffits of roofbeam, lintels etc. including supports,overhangs and also splays between floors and beams complete all as specified and directed.
158	M&L for Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings, walls and similar work not exceeding 200mm thick (Horizondal or slope) fair finished and flat complete all as specified and directed.
159	M&L for formwork to rough finished flat surfaces of pillars, posts, struts, piers, columns and stanchions etc complete all as specified and directed.
160	Demolition of RCC slab, beams, chajjas, columns, shelves, and tanks of all thickness, including breaking concrete manually or mechanically, cutting and removing steel reinforcement, stacking debris within 50 m lead, and cleaning the site.
161	M&L for reinforced cement concrete (RCC), Type B-1, 1:2:4 nominal mix, using 20 mm graded stone aggregate, in beams, cantilevers, bressummers, and lintels exceeding 1.5 m clear span, including formwork, placing, vibrating, curing, and finishing, complete all as specified and as directed.
162	M&L for reinforced cement concrete (RCC), Type B-1, 1:2:4 nominal mix, using 20 mm graded stone aggregate, in columns, pillars, piers, posts, and struts, including formwork, placing, vibrating, curing, and finishing, complete all as specified and as directed.
163	M&L for reinforced cement concrete (RCC), Type B-0, 1:2:4 nominal mix, using 12.5 mm graded stone aggregate, in fins, fascias, louvres, parapets and railings exceeding 60 cm in height, newels, balustrades, and similar work, including formwork, placing, vibrating, curing, and finishing, complete all as specified and as directed.
164	M&L for reinforced cement concrete (RCC), Type B-1, 1:2:4 nominal mix, using 20 mm graded stone aggregate, in slabs supported on walls, beams, and columns, including floors, roofs, landings, balconies, canopies, deck slabs, shelves, and similar work, including formwork, placing, vibrating, curing, and finishing, complete all as specified and as directed.
165	M&L for TMT steel bars, 10 mm diameter and over, cut to length, bent to shape as required, including cranking, bending, placing in position, and binding with annealed mild steel wire not less than 0.9 mm diameter, as reinforcement, complete all as specified and as directed
166	S&F TMT steel bars, 5 mm diameter and over up to and including 10 mm diameter, as stirrups, spacers, ties, and other secondary reinforcement, cut to length, bent to shape including cranking, bending spirally or hooping for columns and beams, hooking ends, and binding with annealed mild steel wire not less than 0.9 mm diameter, complete all as specified and as directed.
167	S&F TMT steel bars, 8 mm diameter in reinforcement, cut to length, bent to shape including cranking, bending spirally or hooping for columns and beams, hooking ends, and binding with annealed mild steel wire not less than 0.9 mm diameter, complete all as specified and as directed.
168	Demolition of cement concrete in ground floor and paving, not exceeding 150 mm thick, whether below or above ground level, including breaking up, removal of debris, and disposal, complete all as specified and as directed
169	M&L for 75 mm thick plain cement concrete (PCC), Type D-2, in 1:4:8 nominal mix, using 40 mm graded stone aggregate, laid as sub-base / base concrete for flooring, including mixing, laying, compacting, finishing, and curing, complete all as specified and as directed.
170	M&L for 60 mm thick factory-made chamfered-edge cement concrete paver blocks, of M-35 grade, of approved colour, shape, size, design, and pattern, manufactured by table vibratory method using PU moulds, laid in footpaths, parks, lawns, driveways, and light-traffic parking areas, over and including 50 mm thick compacted bed of fine sand. The work shall include laying paver blocks in the required pattern, compacting and proper embedding using a plate vibrator, filling joints with fine sand, cutting blocks to required sizes and shapes, finishing, and sweeping excess sand, complete all as specified and as directed.
171	M&L for re-fixing existing 60 mm thick factory-made chamfered-edge cement concrete paver blocks, of M-35 grade, of approved colour, shape, size, design, and pattern, manufactured by table vibratory method using PU moulds, in footpaths, parks, lawns, driveways, and light-traffic parking areas, over and including 50 mm thick compacted bed of fine sand. The item includes lifting of existing paver blocks, cleaning of blocks and bedding surface, re-laying in the required line, level, and pattern, compacting and proper embedding using a plate vibrator, filling joints with fine sand, cutting blocks to required sizes and shapes, finishing, and sweeping excess sand complete all as specified and as directed.
172	M&L for factory-made chamfered-edge cement concrete chequered tiles, of size 300 × 300 × 20 mm thick, conforming to IS 1237 (2006), of approved colour, design, and pattern, used in footpaths, parks, lawns, driveways, and light-traffic parking areas, manufactured by table vibratory method using PU moulds, laid in the required colour and pattern over and including a 15 mm thick screed bed in CM 1:6, finished even and level, complete all as specified and as directed.
173	M&L for 75 mm thick PCC (1:3:6) Type C-2, using 20 mm graded crushed stone aggregate, for plinth protection, finished fair and even, laid to a slope of 1:20, including 12 mm wide × 50 mm deep joints at intervals not exceeding 3 m and at corners. The joints shall be filled with mastic filling of bitumen (85:25) and sand in the ratio 1:2, complete all as specified and as directed.
174	M&L for hardcore of broken stone boulders, gauge not less than 63 mm and not exceeding 100 mm, deposited, spread, and leveled in layers not exceeding 150 mm thick, watered and rolled/rammed to a true and even surface, complete as specified and directed.”
175	S&F surface channel in 40 mm aggregate PCC 1:2:4 Type B2, deposited, laid, and finished as specified, including watering, compacting, and finishing to true line and level, complete all as specified and directed.
176	M & L for cutting holes into or through brick walls built in cement mortar and making good in cement concrete 1:2:4 Type B-I as required, area exceeding 150 sq.cm but not exceeding 400 sq.cm, complete all as specified and directed..
177	M & L for extra forming of fair-finished drain or channel, inner girth not exceeding 30 cm, in cement concrete using extra cement, including forms, moulds, mitred/stopped ends, and finishing to true line and level, complete all as specified and directed.
178	S&F stainless steel (SS) letters, powder coated 50 micron of approved colour, fixed on granite/ACP cladding or steel sheet, with ornamental and intricate design in English and Hindi, height not less than 200 mm and up to 300 mm, complete all as specified and directed by Engineer-in-Charge.
179	S&F 3 mm thick PVDF-coated aluminium composite panels for wall cladding or ceiling on facia, columns, and other decorative faces in required shapes and sizes including circular, semi-circular, square, rectangular, or flat forms. The work shall include provision and fixing of appropriate aluminium section framework, gap-filling with high-performance weatherproof silicone as per manufacturer’s instructions, and scaffolding/shuttering of any type required to execute the work. Panels shall be fixed in any position and at any description as directed by Engineer-in-Charge.Make: Eurobond or equivalent.Note: Work up to 15 m height as per directions of Engineer-in-Charge, complete all as specified and directed.
180	Dismantling wall and ceiling boards of fibre boards, pulp boards, insulation boards, slabs or blankets, of any thickness, including cover fillets, beading, trims and all associated accessories, complete all as specified and directed.
181	S&F in true horizonal level false ceiling using non asbestos (fibre cement) pre-painted decorative tiles of size 595x595x4mm thick manufactured by V- Board or equivalent including GI snap grid of size (600x600)mm, using hot dipped galvanised steel section, exposed surface with pre-coated capping, main tee of size 24 x 38mm having 0.27mm gauge at every 1200mm, centre to centre maximum and rotary stitched cross tee of size 24x 32mm, having 0.25mm gauge at 1200mm c/c & Wall angle of size 19x 19mm, having 0.35mm gauge fixed to the periphery of the wall. The above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick pre-straightened GI wirecomplete all as specified and directed.
182	M & LGypsum Board 12mm thick in ceiling fixed with screw (as per manufacturers instructions) to Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre including Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified and directed.
183	M&L for decorative POP cornices/moulding of pattern as per approved by Engr-in-Charge of cross section area exc 13 Sqcm and n.exc 25 Sqcm complete all as specified and directed..
184	Material and labour for carrying out re-plastering work to brick work / RCC surfaces, including identification and demarcation of debonded or hollow plaster by electric/hand device, removal of cracked and debonded plaster up to sound surface, complete.a) Superficial cracks in concrete not exceeding 5 mm depth shall be widened to U-shaped grooves using sharp-edge cutter and cleaned by compressed air and water jet to remove all dust and loose material. Cracks, grooves and junctions shall be filled with polymer-modified mortar (FOSROC / SIKA or equivalent) applied by trowel under pressure.b)The brick work / concrete surface shall be thoroughly soaked with water and allowed to attain saturated surface dry (SSD) condition. A polymer-cement slurry in the proportion 1:1 shall be applied at the interface of old and new plaster.c)First coat of plaster 12–18 mm thick shall be applied using cement-sand mortar (CSM) in the proportion 1:4 (OPC 53-grade cement : screened sand with maximum silt content 5% by volume). Surface shall be finished smoothly without excessive trowel pressure and dry cement shall not be used. The surface shall be wire-rubbed/hacked to receive the next coat.d)Second coat of CSM plaster 6–8 mm thick shall then be applied on brick/concrete/stone wall surfaces, incorporating integral waterproofing compound @ 160 ml per bag of cement and polypropylene fibre @ 125 g per bag of cement.e)The plastered surface shall be finished by taking out grains and cured for a minimum period of 14 days, including all materials, labour, tools and incidentals, complete all as specified and as directed by the Engineer-in-Charge
185	M&L for , erecting and fixing double scaffolding system (cup-lock type) on exterior and/or interior sides or at required locations, up to four-storey height, using 48.3 mmouter dia MS tubes placed at 1.5 m centre-to-centre, with horizontal and vertical members joined by cup-and-lock system, including MS tubes, MS challies, MS clamps and MS staircase system to form working platforms, complete.The scaffolding shall be adequately stiffened with bracings, runners and proper connections with the building, including providing steel plates (8–12 mm thick) or wooden blocks (50–100 mm thick) at top and bottom of props wherever required. The system shall be provided with all essential safety provisions for workmen, including guard rails, toe boards, safety nets, access ladders/staircase, warning signage, etc., entirely at the contractor’s own arrangement.Note: The scaffolding shall be maintained in safe and serviceable condition for the required duration as approved, and dismantled and removed after completion of work, complete all as specified and as directed by the Engineer-in-Charge.Measurement: Elevational area of scaffolding.Payment: One-time payment, irrespective of duration of scaffolding.
186	M & Lforwatertight centering and shuttering, including bolting, strutting, propping and all other necessary arrangements, and removal of formwork from columns, beams, slabs, fins, fascia, etc., complete as per site requirements, complete all as specified and as directed by the Engineer-in-Charge.
187	M & L Chipping of unsound, weak or dilapidated concrete from slabs, beams, columns, lintels, chajjas, projections, fins, fascia, pardis, etc., using manual chisels and/or mechanical breakers, including tapering of all edges and making square shoulders to cavities.a) Concrete shall be removed to a minimum depth of 10 mm beyond exposed reinforcement and chipping shall continue until sound concrete is obtained. In case of slabs, edges shall be cut to a minimum depth of 20 mm to avoid formation of feather edges.b)The chipped surface shall be cleaned thoroughly using high-pressure water jet with clean potable water to remove all dust, loose particles, impurities and organic deposits, complete.c)Disposal of debris, including all leads and lifts, complete all as specified and as directed by the Engineer-in-Charge.
188	M & L Cleaning of reinforcement bars by removing all rust, scale and corrosion using wire brush and/or rotary grinder, followed by application of chemical rust remover, cleaning and etching agent having specific gravity 1.16 to 1.22 at 25°C, applied thoroughly all around the circumference and along the full length of the exposed/rusted reinforcement bars.The cleaning agent shall be an acid-based formulation containing corrosion inhibitors and dispersing agents, supplied as a clear green solution of approved make FOSROC (Reebaklens RR) or equivalent product of BASF / SIKA. The rust remover shall be applied by brush to ensure complete wetting of the rusted metal surface and allowed to react for 16–24 hours, after which the surface shall be cleaned with wire brush, washed thoroughly with fresh water and allowed to dry, complete all as specified and as directed by the Engineer-in-Charge.Notes:The work shall be executed strictly as per the manufacturer’s product data sheet, based on approval of the Garrison Engineer.The material shall be applied only on exposed reinforcement bars, using a brush of suitable size.Measurement shall be made as length of bar × two times the diameter of bar.
189	Supply and application of single-component acrylic polymer–based cementitious anti-corrosive protective coating to reinforcing steel/metal, capable of arresting oxidation and corrosion, with a coverage of 8–10 m² per litre depending on surface condition, over prior application of two-component epoxy zinc-rich primer of approved make FOSROC (as per product data sheets: Nitocote AP35-Latex and Nitozinc Primer) or equivalent make of BASF / SIKA.The primer and coating shall be applied by brush to all exposed reinforcement bars to ensure thorough and uniform coverage, complete all as specified and as directed by the Engineer-in-Charge.Notes:The work shall be executed strictly in accordance with the manufacturer’s product data sheets, subject to approval of the Garrison Engineer.The material shall be applied only on exposed rebars using a brush of suitable size.Measurement shall be made as length of bar × two times the diameter of bar.
190	M & L for epoxy-based bond coat on the prepared surface using a two-component epoxy resin concrete bonding agent having specific gravity 1.15 to 1.20 g/cc, applied with stiff brush or roller at a coverage of approximately 2.6 m² per litre at 30°C, covering the complete area of patch repair, and allowing the coat to become tacky prior to application of micro-concrete / polymer-based structural repair.The bonding coat shall act as an interface between old and new concrete and shall include thorough cleaning of the host concrete surface to remove all loose dust, dirt, grease and contaminants by suitable means, followed by mixing both components of the bonding agent using a heavy-duty slow-speed mixer until uniform consistency is achieved.The bonding agent shall be of approved make FOSROC (as per product data sheet: Nitobond EP – Epoxy Bonding Agent) or equivalent make of BASF / SIKA, complete all as specified and as directed by the Engineer-in-Charge.If the bonding agent is found to have dried before placement of micro-concrete / polymer-based repair, an additional coat shall be applied at the contractor’s own cost. Application of repair material shall be completed within the open time of not less than 3 hours, before the bonding agent loses its tackiness, under normal site conditions.Note:The work shall be executed strictly in accordance with the manufacturer’s product data sheets and subject to approval of the Garrison Engineer.
191	M & L for polymer-modified, non-shrink, cementitious free-flow micro-concrete on prepared concrete surfaces in the soffit of slabs, beams, columns, parapets, fins, facias, etc., at any height, using moisture-resistant 25 kg bags, mixed with clean water in a water : powder ratio of 0.15.The micro-concrete shall conform to the following minimum performance requirements:Compressive strength (BS 4551-80): 75 MPa at 28 daysTensile strength: 2 MPa at 28 daysFlexural strength (BS 4551-80): 8 MPa at 28 daysYoung’s modulus: 25 kN/mm²Expansion characteristics (ASTM C827-1987): Unrestrained expansion 1–4%Pressure to restrain plastic expansion: Approx. 0.004 N/mm²Thermal conductivity: 1.5 W/m°CFire rating (EN 1504, Cl. 5.5): Class A1Fresh wet density (at 27°C): 2300–2400 kg/m³Typical application shall include mixing the full 25 kg bag with approximately 3.75 litres of clean water in a suitable container using a heavy-duty slow-speed mixer to obtain a uniform, free-flowing mix, and placing the same into slurry-coated, water-tight formwork by suitable arrangement or, where required, by pumping, to ensure uniform flow and complete filling.The micro-concrete shall be of approved make FOSROC (as per product data sheet: Renderoc RG SPL) or equivalent make of BASF / SIKA, complete all as specified and as directed by the Engineer-in-Charge.Note:The work shall be executed strictly in accordance with the manufacturer’s product data sheets and subject to approval of the Garrison Engineer.Water-tight formwork shall be measured and paid for separately under the relevant item.
192	S&F polymer-modified, single-component, alkaline-resistant, fibre-reinforced, thixotropic cementitious patch repair mortar applied on prepared concrete surfaces in soffits of slabs, beams, columns, parapets, fins, and facias at any height. The mortar shall be mixed as per manufacturer’s instructions (25 kg bag with ~4 litres of clean water, water:powder ratio 0.16) to achieve a uniform, lump-free consistency and applied in patches with thickness up to 25 mm, carefully compacted around reinforcement and finished to align with existing concrete surfaces Complete all as specified and directed by Engineer-in-Charge.The mortar shall meet the following properties:Compressive Strength (BS 6319 Pt.2): 50 MPa at 7 days, 70 MPa at 28 daysTensile Strength (BS 6319 Pt.7): >4 MPa at 28 daysFlexural Strength (BS EN196 Pt.1): >9 MPa at 28 daysDrying Shrinkage (ASTM C157-93): <300 µstrain at 7 days, <500 µstrain at 28 daysPermeability (DIN 1048 Pt.5): <5 mmRapid Chloride Permeability (AASHTO 277-93): <1800 coulombsFire Rating (EN 1504-3 cl.5.5): Class A1Water curing shall be carried out after mortar sets and formwork is removed. Approved makes: Fosroc Renderoc HS Xtra (shrinkage-controlled) or equivalent by BASF/SIKA, as per Garrison Engineer’s approval and manufacturer’s product data sheet.
193	Notes / Specifications:Application shall include mixing with slow-speed heavy-duty mixer, careful compaction, and finishing.Thickness of application shall not exceed 25 mm per patch.All surfaces to be cleaned and prepared before application.Work shall conform strictly to manufacturer’s product data sheet and Garrison Engineerdirections.
194	M&L for fixing 12–16 mm diameter non-returnable injection ports by drilling holes 50–75 mm deep, cleaning the holes thoroughly and sealing around the ports with fast-setting, high-strength epoxy putty, solvent-free, three-component compound based on epoxy resins, graded fillers and thixotropic agents, suitable for structural repairs.The injection ports shall be fixed in RCC slabs, beams, columns, lintels, chajjas, projections, fins, fascia, parapets, etc., including all materials, labour, tools, scaffolding, cleaning, surface preparation and disposal of debris.Epoxy putty shall be of approved make such as Fosroc Nitocote VF, or equivalent from BASF / SIKA, complete as per manufacturer’s specifications and as directed by the Engineer-in-Charge
195	M&L for executing injection / pressure grouting in cracks of parent concrete by fixing PVC / aluminium injection nipples at 150 mm to 200 mm c/c or at spacing as specified in the design and detailed specifications. The cracks shall be opened in V / U groove of size 5 mm × 5 mm and sealed using epoxy putty.Pressure grouting shall be carried out using low-viscosity, moisture-insensitive epoxy resin injection grout capable of grouting cracks and gaps ranging from 0.25 mm to 9.0 mm, having the following minimum properties:Mix density: 1060 kg/m³Compressive strength (ASTM D695): 60 N/mm²Tensile strength (ASTM C 304-97): 20 N/mm²Flexural strength (BS 6319 Part-4): 45 N/mm²Surface preparation shall include fixing of nipples and sealing of cracks with epoxy mortar one day prior to grouting. Injection of low-viscosity epoxy grout shall be carried out mechanically under pressure of 3.5 to 7.0 kg/cm², ensuring complete penetration of cracks. After completion of grouting, nipples shall be removed and the holes sealed with epoxy mortar, including all materials, labour, tools, plant, scaffolding and incidentals, complete as directed by the Engineer-in-Charge.Make:Epoxy putty and epoxy grout shall be of approved make, such as Fosroc conforming to product data sheets for Nitocote VF (epoxy putty) and Conbextra EP 10(M) (low-viscosity moisture-insensitive epoxy grout), or equivalent from BASF / SIKA.Note:The approved make shall be executed strictly as per the manufacturer’s product data sheet, subject to approval of the Garrison Engineer.Payment shall be made based on the actual quantity of epoxy grout consumed at site
196	M & Lforfixing reinforcement bars of required length 160 mm and diameter 12 mm in RCC members, using Fosroc Lokfix E77 epoxy resin or equivalent, including all labour, materials, tools, and incidentals complete all as specified and directed by Engineer in charge.
197	M & Lforfixing 16 mm dia rebar with epoxy resin in RCC members for providing and fixing reinforcement bars of required length 160 mm and diameter 16 mm in RCC members, using Fosroc Lokfix E77 epoxy resin or equivalent, including all labour, materials, tools, and incidentals complete all as specified and directed by Engineer in charge.
198	M & LforApplying Epoxy Putty over the concrete surface includingmixing to the proportion as specified by the manufacturer and mixing the ingredients vigorously to get uniform paste inlcuding applying the formed paste to required line level and profile etc complete all as specified and as directed by the Engineer-in-Charge.
199	Excavation in trenches, n exec 1.5m wide and n exc 1.5m in depth for foundation in soft & loose / hard & dense soil / mud including PCC hardstanding / any type of flooring work inclding road cutting etc all as specified and directed
200	Returning,filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm by using excavated materials from site as in soft/loose soil, Hrad & dense soil complete all as specified and directed by Engr-in-Charge.
201	Removing excavated materialexc. 1.50km but n exc. 5.00km and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed by Engr-in-Charge.
202	Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) (Internal dia of pipe 150mm) set in cement mortarcomplete all as specified and directed by Engr-in-Charge.
203	M&L Reinforced concrete drain pipe 150mm dia, class NP3, laid and jointed complete with collarscomplete all as specified and directed by Engr-in-Charge.
204	M&L for Concrete bed to drain pipes for 150mm bore of pipe including packing under, and haunching against the sides of pipes after they are laid and tested in Cement Concrete 1:4:8 type-D2complete all as specified and directed by Engr-in-Charge.
205	Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed.
206	M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregates) as in foundation filling/mass as used in levelling course concrete complete all as specified and directed by Engr-in-Charge.
207	M&L for PCC 1:3:6 type C2 (usiing 40mm graded stone aggregates) in surface channels and drains complete all as specified and directed by Engr-n-Charge.
208	M&L for finishing top of cement concrete surface even and smooth using extra cement complete all as specified and directed by Engr-in-Charge.
209	Supply and fix factory made SRFC precast RCC manhole cover with suitable size of frame fixed with manhole chamber top in CM 1:3 to receive manhole cover as requiredround / square / rectangular shape and thickness approx 75mm for medium dutyfor manhole / drain cover, edge of manhole cover locked with pre-painted 1mm thick MS sheet complete all as specified and directed by Engr-in-Charge.(Note : Size of manhole will be provided to the contractor during execution of work by the Engr-in-Charge as per site requirement).
210	Supply and fix factory made SRFC precast RCC manhole cover with suitable size of frame fixed with manhole chamber top in CM 1:3 to receive manhole cover as requiredround / square / rectangular shape and thickness approx 50mm for medium dutyfor manhole / drain cover, edge of manhole cover locked with pre-painted 1mm thick MS sheet complete all as specified and directed by Engr-in-Charge.(Note : Size of manhole will be provided to the contractor during execution of work by the Engr-in-Charge as per site requirement).
211	Cuttingintoexistingmanhole removing existing drainmakinggood to wall and rendering cutting out branch channeland makinggood benchingfor 150mm dia pipe incement concrete 1:2:4 complete all as specified and directed.
212	Schedule \"A\" Part II (Electrification) Works
213	Taking down old unserviceable/deteriorated batten/PVC conduit point wiring aluminium/ copperfrom existing place i.e.light, fan, socket or power points complete with any type of unserviceable fittings such as switches, sockets,bell push , ceiling rose, pendants, Holders, etc and making good all disturbed surface to wall, floor etc by means of cement mortar or plaster of Paris and to match / finish new surface as the existing surface either by using same colour distemper, Putti or white / colour wash all as required and directed by Engineer-in-Charge.
214	Taking down old unserviceable/worn out sub main wiring of any type and size complete all as specified.
215	Taking downEarth plug/DBs of any make and type including MCBs/MCCBs etc. complete and making good the disturbed surfaces including colour wash complete all as specified.
216	Taking down fan/ex fan/wall fan any sweep any type and size, keeping with safe custodyand refixing the same with replacement of 3 corePVC insulatedPVC sheated 3 core multistrandedcopper conductor cable of appropriate size as specified/directed, from ceiling rose to fan terminal, S & F capacitor of suitable capacity,over hauling the fan complete all as specified and as directed, replacing of fan clamp assembly complete with nut, bolt, washer, u clamp and rubber reel etc of existing size &Painting of ceiling fans complete, in site with synthetic enamel paint by spraying including filling cavities with filler, one coat after cleaning all dust etc. suitable for 1200/1400mm sweep ceiling fan complete all as specified and directed by Engineer-in-Charge.
217	M & L for concealed point wiring in wall and floor (surface on ceiling) with necessary fixing arrangements withPVC-FRLS insulated and unsheathed copper multi-stranded conductor of size 1.5 Sqmm, 1100 volts grade drawn in and including rigid non metallic PVC conduit medium grade ISI marked not less than 20 mm dia including all accessories/ fittings such as junction boxes, bends, tee, elbow etc alongwith required size Modular boxes including modular frame / cover plate suitable for mounting switches /sockets etc including PVC-FRLS insulated and unsheathed copper multi-stranded conductor of size 1.5 Sqmm, 1100 volts grade for continuous earthing including cutting the chases and making good the surface by cement mortar and for matching / finishing of new surfaces either by means of plaster of paris/Putti or distemper / colour wash with same existing colour surfaces all as specified and directed by Engineer-in-Charge for the following:-
218	a) One light /Exhaust Fan/Ceiling fan / One Bell/buzzer point controlled by one switch.
219	b) One switch socket outlet point 3 pin 5 Amps on Independentboard.
220	c) One 3 pin 6/5 Amp socket outlet controlled by one switch independent board but below/ side the switch board of light point in same vertical / horzintal plane.
221	d) One light point controlled by two 2-way switches complete all as specified.
222	All as per item no 217here-in -before but forconcealed point wiring in wall and floor (surface on ceiling)with 2 run of 2.5 sqmm single core PVC FRLSinsulated heavy duty ISI Marked and copper conductor 2.5 sqmm for earth continuity conductor and connected to common earth dolly, including suitable size of sheet metal box fixed and flushed inside thewalls for housing the switches/socket outlets 15 Amps.
223	All as per item no 218here-in -before but forbut for One 3/5 pin 15 Amp socket outlet controlled by one switch indep board but below/ side the switch board in same vertical / Horzintal plane. .
224	S & F as in replacement modular switch 6A SP one - way 230V white ivory finish complete all as specified
225	S & F as in replacementmodular switch 16A SP one - way 230V white ivory finish complete all as specified
226	S & F as in replacement modular socket outlet 2/3pin 6 amps, multipurpose 2 module 230 Volts, single pole one way suitable for plug tops, complete all as specified.
227	S & F as in replacement modular socket outlet 2/3pin 16 amps, multipurpose 2 module 230 Volts, single pole one way suitable for plug tops, complete all as specified.
228	S&F as replacementfor modular bell push,single pole,one way,6 Amp suitable for 1 module complete all as specified & directed
229	S&F CallBell AC 230 V Single Pole along with necessary electric connection all as spd and directed.
230	S & F as in replacement Modular type stepped electronic fan regulator all as specified & directed
231	Material and labour in repairfor sub main wiring concealed wiring in wall and floor (surface on ceiling)with two single core PVC FRLS insulated unsheathed copper conductorcable 4 sqmm drawing in and including rigid non metallic PVC conduit medium grade ISI marked not less than 25 mm dia including all accessories/ fittings such as junction boxes, bends, tee, elbow etc along with one additional PVC FRLS wire of copper conductor of 4 sqmm for earth continuity conductor complete all as specified and directed by EIC.
232	Material and labour for sub main wiring concealedwiring in wall and floor (surface on ceiling)with two single core PVC FRLS insulated unsheathed copper conductorcable 6 sqmm drawing in and including rigid non metallic PVC conduit medium grade ISI marked not less than 25 mm dia including all accessories/ fittings such as junction boxes, bends, tee, elbow etc along with one additional PVC FRLS wire of copper conductor of 6 sqmm for earth continuity conductor complete all as specified and directed by EIC. (Note:- Making good of disturbed surfaces will be done by contractor without any claims.(ii) 5 runs of 10 Sqmm conductor and one run of PVCConduit/casing caping shall be measured as one unit length.)
233	M & L as in repairfor Sub main wiring concealed wiring in wall and floor (surface on ceiling)complete with four single core 10 sqmm and one core of10 sqmm earth wire,1100volts FRLS grade, PVC insulated, strandedcopper conductor cable with continuous copperearth conductor in and including PVCConduit/casing caping including accessaries complete. (Note:- Making good of disturbed surfaces will be done by contractor without any claims.(ii) 5 runs of 10 Sqmm conductor and one run of PVCConduit/casing caping shall be measured as one unit length.)
234	Supply and fix as in replacement of Single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole MCB 20 Amp, single pole all as directed by EIC.
235	S & F as in replacementceilingrose Ceiling rose, 3 phase/PVC/polycarbonate, isolated body all as specified and directed.
236	S&F in replacement of LED light fitting surface and wall mounted LED batten with polycarbonate housing & integrated electronic driver complete in all respect of 10W capacity.
237	Supply and fixing as in replacement of building security LED fitting not less than 30 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 along with suitable size /bore GI pipe bracked duly cut to size and bent to shape , duly painted incl necessary clamps as required to fix on walls incl taking old unsve light & GI bracket any type and size complete all as specified and as directedby EIC
238	S&F Exhaust fan AC single phase 230 volts for size 300 mm sweep, including fixing arrangement including nut, bolts, washer etc, with necessary eletric connection with suitable copper wire from ceiling rose complete all as spd and directed inluding removing and dismentaling of old UNSV ex fan any type and size and deposited it in MES Store yard or as directed by EIC.
239	Material and labour for disconnecting from the electric mains and Taking down opening and inspection of storage type water heater of size 25ltrs/50 Ltrs capacity and descaling with dilute hydrochloric acid, checking for water tightness of the inner tank, cable continuity, thermostatof setting at 70 degree C checking fusible plug, base assembly, stop cock including replacement of indicator lamp, rubber PVC gasket washers reassembling, refixing and reconnection the electric connectionsat old place and replacing unserviceable bolts and nuts, cementing work including hydraulic pressure testing with hard operated hydraulic pump complete after repair including spray painting of one coat with DUCO paint of approved in afterpreparation of surface. Labour charges for replacing the unsvspares, disconnection and reconnection ofwaterand electric connections shall bedeemed to be included in unit rate quoted for this items .
240	S & F as in replacementVTPN 4 Way DB along with MCCB 100 Amp01 Nos , MCB SP 14 Nos of 63 Amp, complete wiring all as spd and directed by EIC.
241	Supply & Fixing as in replacementofSPN Distribution Box, double door in fine powder coated, matt finish with best CRCA sheet, fitted with shrouded neutral, insulated pin type copper bus bar, Din rail, earth bar of 12 way, complete all as specified and directed.
242	Supply & Fixing as in replacementofSPN Distribution Box, double door of protection grade IP 43 in fine powder coated, matt finish with best CRCA sheet, fitted with shrouded neutral, insulated pin type copper bus bar, Din rail, earth bar of 8 way,complete all as specified and directed.
243	Supply & Fixing as in replacement of MCB SP, 06 to 63 Amps 240 volts, AC , 10 KA breaking capacity \"C\" Series,\"ISI marked complete all as specified and directed.
244	M&L as in replacement for earthing with galvanized steel earth plate electrode 600 x 600 x 6.0 mm thick buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metre below normal ground level connected to galvanized iron wire 4 mm dia (8 SWG) as earthing lead protected by GI pipe medium grade 15 mm bore for protection of GI earth wire and 20 mm dia GI pipe medium grade for watering with alternate layers of charcoal /coke and salt including all accessories like nut, bolts, reducer, nipple, wire meshed/screened funneland making brick masonry finished chamber of internal size 300 mm x 300 mm x 300 mm with concrete base, covered with PCC cover which shall be embedded in the block masonryincluding excavation works, refilling, connected to main switch/MCB DB for feeding the electric supply to domestic quarters compete all as specified as shown in electricall plateNo. 3 of SSR Part-I and testing of earth resistance as required. Note : Earthing lead/G.I.Earth wire upto 7.5 metre length shall be deemed to be included in quoted unit rate beyond 7.5 metre, the same shall be measured and paid separately).
245	Material and labour in repair for sub main wiring concealed wiring in wall and floor (surface on ceiling) with two single core PVC FRLS insulated unsheathed copper conductorcable 2.5 sqmm drawing in and including rigid non metallic PVC conduit medium grade ISI marked not less than 20 mm dia including all accessories/ fittings such as junction boxes, bends, tee, elbow etcalong with one additional PVC FRLS wire of copper conductor of 2.5 sqmm for earth continuity conductor complete all as specified and directed by EIC.
246	Material and labour in repairfor sub main wiring concealed wiring in wall and floor (surface on ceiling)with two single core PVC FRLS insulated unsheathed copper conductorcable 1.5 sqmm drawing in and including rigid non metallic PVC conduit medium grade ISI marked not less than 20 mm dia including all accessories/ fittings such as junction boxes, bends, tee, elbow etc along with one additional PVC FRLS wire of copper conductor of 1.5 sqmm for earth continuity conductor complete all as specified and directed by EIC.(Note:- Making good of disturbed surfaces will be done by contractor without any claims.(ii) 3 runs of 1.5 Sqmm conductor and one run of PVCConduit/casing caping shall be measured as one unit length.)
247	S & F in replacement of round recessed/surface (white/warm) mounted with in-built driver, power factor > .9 operating voltage 230 V, surface mounting in round shape 9/12W LEDdownlighterof white/neutral white/ warm white color temperature , of size as per site requirement etc along with 3 core prewired and all accessories complete all as specified and directed.
248	Supply and Fixing as in replacement ofLED 18/20 Watt light fitting Baton integrated LED channel, integral sleek extruded polycarbonate LED Channel with white acrylic cover and including connecting up with twin core twisted flexible copper conductor cable with suitable size complete with all accessories all as specified and directed by Engr-in-Charge.
249	Supply and fixing as in replacement ofLED luminaire recessed/surface (white/warm Lt) 600 mm x 600 mm, 36 watt, 220 V AC recessed/surface type with high efficiency soft glare free light complete with driver, holders & LED lamp suitable for surface/ceiling (as per site requiremt) including connecting up with driver three core flexible copper conductor cases of suitable size complete all as per sample approved by EIC.
250	Material and labour to perform core drilling on brick/masonry walls with a thickness of up to 18 inches, drilling shall crate holes with a diameter ranging from 2 to 4 inches, using suitable machinery and equipment.The contractor shall provide all necessary materials, labour, and eqpt reqd to perform the work.The contractor shall ensure that the drillingis executed without damaging the surrounding structure, any scaffolding, ladders, or additional support structures necessary to perform the job shall be arranged by the contractor under the job complete all as spd and directed by the EIC.
251	Supply and fix as in replacement of ceiling fan down rod GI pipe of 15 mm bore, duly arrangement of hole and cutting of pipe etc of size 4/6 Feet long complete all as spd and directed.
252	Supply & Fixing as in replacementof SPN Distribution Box, double door in fine powder coated, matt finish with best CRCA sheet, fitted with shrouded neutral, insulated pin type copper bus bar, Din rail, earth bar of 04 way,complete all as specified and directed.
253	Supply & Fixing as in replacement of MCB SPN, 40 to 63 Amps 240 volts, AC , 10 KA breaking capacity \"C\" Series,\"ISI marked complete all as specified and directed.
254	S&F Exhaust fan AC single phase 230 volts for size 200 mm sweep Plastic body along with louvers, including fixing arrangement including nut, bolts, washer etc, with necessary eletric connection with suitable copper wire from ceiling rose complete all as spd and directed. inluding removing and dismentaling of old UNSV ex fan any type and size and deposited it in MES Store yard or as directed by EIC.
255	S&F Ceiling Fan AC single phase 230 volts for size 1200 mm sweep, including fixing arrangement including nut, bolts, washer etc, with necessary eletric connection with suitable copper wire from ceiling rose complete all as spd and directed. inluding removing and dismentaling of old UNSV fan any type and size and deposited it in MES Store yard or as directed by EIC.
256	Supply & Fixing as in replacement ofMCB TPN63 Amps 440 volts, AC , 10 KA breaking capacity \"C\" Series,\"ISI marked complete all as specified and directed.
257	Supply & Fixing as in replacementofTPN DB 4 Way distribution Box, double door in fine powder coated, matt finish with best CRCA sheet, fitted with shrouded neutral, insulated pin type copper bus bar, Din rail, earth bar complete incl taking down old UNSV TPN DB any type and size complete all as specified and directed.
258	M&Las replacement for modular white cover plate with frame and Flush box for 3 Module complete all as specified & directed
259	Supplied and fixing in replacement PVC conduit by Non Metallic Rigid PVC conduit, ISI Marked, medium grade of size 20 mm dia including all fittings like bends, elbow reducer, junction boxes, tee bell mouth all fixing accessories such as coupler lock, nuts, saddles pipe hooks etc complete including any requirement of Cutting & Chasing on brick wall not exceeding 10 CM girth for electrical /tele wiring and making good to disturbed surface with cement mortar 1:3 and distemper / colour wash etc to match with existing surfacesincluding facing / finishing complete all as specified and directed.
260	Supply and fix MS 2 mm thick cable tray of size 300mm x 50mmx 2mm along with suitable coupler plate and connected hardware, runner 35x15x15x2mm (suitable size), M8/M10 threaded rod, M8/M10 fastner 40mm duly fixed to wall roof etc including all cable tray fittings such as Tee, reducers, bends etc as directed.

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