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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 14-04-2025 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 21-04-2025 |
| Sl. No. | Item Description |
| 1 | Demolition of brick work built in cement mortar including all quoins, arches, pillar etc complete all as specified and as directed by Engineer-in-charge. |
| 2 | Material and labour for brick work with sub class ‘B’ bricks of old size bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 3 | All as per serial item No 2.00 here-in-before but except bricks (using old serviceable bricks obtained from ser item No 1 here-in-above) complete all as specified and as directed by Engineer-in-charge. |
| 4 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 5 | Taking down cement plaster on brick/stone walls etc including raking out joints, hackingfor key scrubbing down with water etc complete all as specified and as directed by Engineer-in-charge. |
| 6 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surface in CM 1:6 surface finished even and smooth without using extra cement at any height on brick or stone walls, etc. and providing necessary scaffolding, safety precautions and other requisite arrangements complete all as specified and as directed by Engineer-in-charge. |
| 7 | M&L rendering 15 mm thick on fair faces of brick work or concrete surface in CM 1:4 surface finished fair and even at any height on brick or stone walls, etc. and providing necessary scaffolding, safety precautions and other requisite arrangements complete all as specified and as directed by Engineer-in-charge. |
| 8 | M&L for 10 mm thick rendering in Cement and Sand mortar 1:3 over brick work or concrete surfacesfinished even and smooth without using extra cement, as in ceiling, chajjas, facias, at any position, complete all as specified and as directed by Engineer-in-charge. |
| 9 | Material and labour for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over and including one coat of primer on the surfaces, complete all as specified and as directed by Engineer-in-charge. |
| 10 | Material & Labour for applying Two or more coats on new plasteredsurfaces of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm complete all as specified and as directed by Engineer-in-charge. |
| 11 | M&L for two coats of white wash on ceiling surfaces including preparation of newplastered surfaces complete all as specified and as directed by Engineer-in-charge. |
| 12 | Preparation of old decorated wall surfaces of any description and applying one coat of oil bound distemper complete all as specified and as directed by Engineer-in-charge. |
| 13 | Preparation of old decorated wall surfaces of any description and applying two coats of oil bound distemper complete all as specified and as directed by Engineer-in-charge. |
| 14 | Preparation of old wooden surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-charge. |
| 15 | Preparation of old steel surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamelled paint complete all as specified and as directed by Engineer-in-charge. |
| 16 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by Engineer-in-charge. |
| 17 | M&L for Glazed ceramic coloured tiles in vertical surfaces of size 350mm x 250mm x 7mm /450mm x 350mm x 7mm thick set and jointed in neat cement slurry over 10 mm thick rendering in CM 1:4 for receiving the tiles complete all as specified and as directed by Engineer-in-charge. |
| 18 | M&L for Non Skid ceramic coloured tiles, 7 mm to 8 mm thick, area of each tile exceeding 0.11 Sqm but not exceeding 0.18 sqm in floor etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick cement mortar 1:6 screed bed for floor finishes complete all as specified and as directed by Engineer-in-charge. |
| 19 | M&L for Vitrified Coloured Ceramic tiles10 mm thick square polished area of each tile not exceeding 0.36 sqm in floor etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15 mm thick bedding layer in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge. |
| 20 | All as per Serial item no 19.00 here-in-before but as in skirting/ dado including and over 10mm rendering in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 21 | Dismantling of boarding with fittings of any description fixed in any position fixed with screws complete all as specified and as directed by Engineer-in-charge. |
| 22 | Material and labour Powder coated Gl frame work grid 605 x 605 mmfor ceiling comprising of Glperimeter 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 entre/ 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 exceeding 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 and hangers 3mm dia GI (up to 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40 x 3 mm size 60 mm long and expansion hold fasteners 12.5 mm dia, 40 mm long complete all as specified and as directed by Engineer-in-charge. |
| 23 | Material and labour for 4 mm thick non asbestos fibre cement building boards fixed or laid/ inserted to timper/ GI/ Aluminium frame work with screws fixed in ceiling flat or sloping complete all as specified and as directed by Engineer-in-charge. |
| 24 | S&F factory made 18 mm thick solid WPC (wood polymer composite) board of density 650 kg/cum of one side prelaminated/ rigid lam with any colour and other side balancing lamination, as in cupboards/ kitchen/ cabinet shutter/ drawers etc fixed with screws, sovent cement, adhesive complete all as specified and as directed by Engineer-in-charge. |
| 25 | S&F solid WPC (wood polymer composite) board25 mm thick interior grade, pre laminated one side, fixed with screws as in shutters of cup boards and kitchen cabinets, including dismantling old existing board complete all as specified and as directed by Engineer-in-charge. |
| 26 | S&F 18 mm thick HDHMR Board for Cupboard and shutters, prelaminated both sides, white, as per approved design manufactured from hardwood and having uniform density gradient and compact core with density over 850 kg/m3, complete all as specified and as directed by Engineer-in-charge. |
| 27 | S&F 1.5 mm thick scratch proof high gloss Acrylic sheet, to be pasted on front shutters of HDHMR board, complete all as specified and as directed by Engineer-in-charge. |
| 28 | S&F magnetic cathcher for kitchen cabinet/ cupboard fixed complete all as specified and as directed by Engineer-in-charge. |
| 29 | S&F continous (piano) hinges, mild steel, bright finish,width of flap 30 mm, complete all as specified and as directed by Engineer-in-charge. |
| 30 | Taking down chowkhat not exceeding 1.5 sqm each (without taking off shutters) and removing from site complete all as specified and as directed by Engineer-in-charge. |
| 31 | Taking down chowkhat exceeding 1.5 sqm each but not exceeding 4.00 sqm (without taking off shutter) and removing from site complete all as specified and as directed by Engineer-in-charge. |
| 32 | Taking down shutter exceeding 1 sqm but not exceeding 2 sqm each & removing from site complete all as specified and as directed by Engineer-in-charge. |
| 33 | Resecuring or easing & adjusting in the Same opening of Shutters of any description of size exceeding 1 sqm and not exceeding 2 sqm complete all as specified and as directed by Engineer-in-charge. |
| 34 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 50 x 100 mm and 45 x 85 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. |
| 35 | Note: M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately. |
| 36 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30 mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, complete all as per direction of Engineer-In-Charge. |
| 37 | S&F 125mm x 60mm Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc. including filling of cement concrete 1:3:6 type C-1 (using 20 mm graded tone aggregates) in frame complete all as specified and as directed by Engineer-in-charge. |
| 38 | S&F 35 mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and as directed by Engineer-in-charge. |
| 39 | Supply and Fixing 35 mm thick, 2nd class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and as directed by Engineer-in-charge. |
| 40 | Supply and fixing 200 mm aluminium anodized barrel tower bolt (ISI Marked) of extruded section complete all as specified and as directed by Engineer-in-charge. |
| 41 | Supply and fixing100mm aluminium anodized barrel tower bolt (ISI Marked) of extruded section complete all as specified and as directed by Engineer-in-charge. |
| 42 | Supply and fixing aluminum alloy, anodized, sliding door bolt (ISI Marked) 250 mm long hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy complete all as specified and as directed by Engineer-in-charge. |
| 43 | S&F 100 mm size butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin complete all as specified and as directed by Engineer-in-charge. |
| 44 | S&F 100 mm size aluminium handle (ISI Marked) extruded type anodized, complete all as specified and as directed by Engineer-in-charge. |
| 45 | Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, fixed as in repairs all complete as per architectural drawings and the directions of Engineer-in-Charge. |
| 46 | Note:- (i) Thickness of powder coatings shall be not less than 50 micron.(ii) Weight of the aluminiumn sections only shall be measured and paid.(iii) Aluminium doors window/ ventilators to be fixed to jambs with cadmium plate screws.(iv) The rate shall be inclusive of neoprene beadings, handles, hinges, screws etc. weight of fittings/ fixtures will not be measured for ariving the weight of aluminium section.(v) Glass panes and panels shall be measured & paid separately under respective items. Design shall be approved from Engineer-in Charge as existing at sitebefore fabrication and bulk order to the manufacturer. |
| 47 | Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws fixed as in repairs all complete as per architectural drawings and the directions of Engineer-in-charge. |
| 48 | S&F Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/ pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. |
| 49 | Supply and fixing 4.80 mm thick, ordinary quality, tinted glass, fixed to frame work, size not exceeding 0.5 Sqm in each pane, complete all as specified and as directed by Engineer-in-charge. |
| 50 | Supply and fixing 4.80 mm thick, ordinary quality tinted glass, fixed to frame work, size exceeding 0.5 Sqm in each pane, complete all as specified and as directed by Engineer-in-charge. |
| 51 | Supply and fixing factory made steel windows (Box type) without glazing bars, dovetailed or welded including hinges, steel handles, steel peg stays etc including one shop coat of red oxide zinc chrome primer fixed including taking down old windows and finished smooth and fair surface complete all as specified and as directed by Engineer-in-charge. |
| 52 | Supply and fixing factory made steel windows (Box type) with glazing bars, dovetailed or welded including hinges, steel handles, steel peg stays etc including one shop coat of red oxide zinc chrome primer fixed including taking down old windows and finished smooth and fair surface complete all as specified and as directed by Engineer-in-charge. |
| 53 | Supply and fixing steel ventilator factory made fixed type including hinges, steel peg stay, a shop coat of red oxide primer including taking down old ventilator and finished smooth and fair surface complete all as specified and as directed by Engineer-in-charge. |
| 54 | Supply and fixing 3 mm thick Sheet glass, ordinary quality and glazing with oil putty in square not exceeding 0.5 sqm in each pane including hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified and as directed. |
| 55 | Supply and fixing 3mm thick Sheet glass, ordinary quality and glazing with oil putty in square not exceeding 0.5 sqm in each pane complete all as specified and as directed by Engineer-in-charge. |
| 56 | Supply and fixing 4 mm thick tinted/ frosted sheet glass, area not exceeding 0.5 Sqm, fixed to frame work complete all as specified and as directed by Engineer-in-charge. |
| 57 | Supply and fixing as in repair stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm including fixed with stainless steel wire staples complete all as specified and as directed by Engineer-in-charge. |
| 58 | Supply and fixing stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm including fixed with stainless steel wire staples complete all as specified and as directed by Engineer-in-charge. |
| 59 | M&L for preparation of new wooden surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer-in-charge. |
| 60 | M&L for preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide primer complete all as specified and as directed by Engineer-in-charge. |
| 61 | S&F in repair 140 mm Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and as directed by Engineer-in-charge. |
| 62 | S&F in repair Pillar tap 15 mm bore, cast copper alloy, fancy type, with capstain heads, chromium plated, screwed down high pressure with or without lettered \"Hot\" or \"Cold\" with long screwed shanks and fly nuts, complete all as specified and as directed by Engineer-in-charge. |
| 63 | Supply and fixing PVC valveless syphonic action type flushing cistern, 10 ltrs capacity, low level, white, with PVC inlet ball valve, float and handle and connection to pipes including 32 mm dia PVC bend for squat/ pedastal pattern etc, fixed as in repair complete all as specified and as directed by Engineer-in-charge. |
| 64 | Taking up or down GI steel tubing 15 mm with connections or fittings from wall, ceiling, floor etc.,complete all as specified and as directed by Engineer-in-charge. |
| 65 | Taking up or down GI steel tubing 20 mm with connections or fittings from wall, ceiling, floor etc.,complete all as specified and as directed by Engineer-in-charge. |
| 66 | Taking up or down GI steel tubing 25 mm with connections or fittings from wall, ceiling, floor etc.,complete all as specified and as directed by Engineer-in-charge. |
| 67 | Supplying and laying of 20 mm outer dia, CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge. |
| 68 | Supplying and laying of 25 mm outer dia, CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge. |
| 69 | S&F Brass Elbow 20 mm for CPVC pipe complete all as specified and as directed by Engineer-in-charge. |
| 70 | S&F Brass Elbow 25 mm for CPVC pipe complete all as specified and as directed by Engineer-in-charge. |
| 71 | S&F Brass Tee 20 mm for CPVC pipe complete all as specified and as directed by Engineer-in-charge. |
| 72 | S&F Brass Tee 25 mm for CPVC pipe complete all as specified and as directed by Engineer-in-charge. |
| 73 | Supply and fixing 15 mm bore tubes “medium grade”, galvanized, with and including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge. |
| 74 | Supply and fixing 20 mm bore tubes “medium grade”, galvanized, with and including all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge. |
| 75 | Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of inserting sheets, landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exceeding 10 cm girth complete all as specified and as directed by Engineer-in-charge. |
| 76 | Supply and fixing vitreous china, wash down water closet pan, white, Pedestal pattern WC with ‘P’ or ‘S’ trap, with all fittings and connection, fixed as in repair complete all as specified and as directed by Engineer-in-charge. |
| 77 | Supply and fixing vitreous china squatting pan, “Orissa” pattern size 580 mm x 440 mm, white, with integral foot rests (excluding flushing cistern and flush pipe) including connection to trap and flushing pipe complete including trap, set with cement as in repair complete all as specified and as directed by Engineer-in-charge. |
| 78 | S&F in repair sinks with drainage board made of stainless steel 1 mm thick sheet for kitchen or laboratory with plugs, washers and waste; including bedding in cement mortar to dwarf wall or including fixing cantilever bracket, connecting union to pipe, overall size 915 mm x 460 mm with bowl size 410 mm x 330 mm x 160 mm complete all as specified and directed by Engineer-in-Charge. |
| 79 | S&F in repair plastic water closet seat cover, white, closed pattern with flat bottom with mild steel chromium plated or aluminium hinging device, complete all as specified and as directed by Engineer-in-charge. |
| 80 | S&F in repair Health faucet (ABS Body) mild steel chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified and as directed by Engineer-in-charge. |
| 81 | S&F in repair Flushing jet spray for pedestal pattern W.C, stainless steel, including flexible pipe and brass Chromium plated nuts, complete all as specified and directed by Engineer-in-charge. |
| 82 | S&F in repair wall Mixer, for mixing hot & cold water screwed down for iron pipe and fixed, suitable for 15 mm bore pipe, complete all as specified and directed by Engineer-in-charge. |
| 83 | S&F in repair vitreous china wash hand basin, white, flat back, size 550 x 400 mm including brackets of suitable size, complete all as specified and directed by Engineer-in-charge. |
| 84 | S&F in repair bathroom cabinet of size 600 mm x 450 mm fixed to wall with rawl plugs having arrangements to put inside toiletries, complete all as specified and directed by Engineer-in-charge. |
| 85 | S&F 25 mm dia Harrison rails (curtain rails), mild steel chromium plated with fixing brackets, stops, end rollers etc. for curtain rod including taking down curtain rails with defective bracket complete all as specified and directed by Engineer-in-charge. |
| 86 | S&F in repair Towel Rail, 600 mm long of PTMT fixed with and including Chromium plated brass 3screws and wooden/ plastic cleats (Minimum weight 190gms), complete all as specified and directed by Engineer-in-charge. |
| 87 | S&F in repair Chromium plated brass shower rose with arm 100/ 125 mm dia with swivel joints, including fixing to pipe or union complete all as specified and directed by Engineer-in-charge. |
| 88 | S&F in repair Sheet glass shelf assembly consisting of 5.5 mm thick sheet glass shelf 12 cm wide with chromium plated bracket guard and railing 60 cm long complete all as specified and directed by Engineer-in-charge. |
| 89 | S&F in repair 15 mm bore angle valves, cast copper alloy, fancy type, chromium plated, screwed pressure, with crutch of butterfly handle, screwed both ends for iron pipe for unions complete all as specified and directed by Engineer-in-charge. |
| 90 | S&F in repair 15 mm bore Bib taps, cast copper ally, fancy type chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-charge. |
| 91 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan necks etc. including cleaning or refixing or removal to store complete all as specified and as directed by Engineer-in-charge. |
| 92 | S&F 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls/floor complete all as specified and directed by Engineer-in-charge. |
| 93 | S&F 110 mm bore PVC (SWR) bends of any radius complete all as specified and directed by Engineer-in-charge. |
| 94 | S&F 75 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls/floor complete all as specified and directed by Engineer-in-charge. |
| 95 | S&F 75 mm bore PVC (SWR) bends of any radius complete all as specified and directed by Engineer-in-charge. |
| 96 | Demolition of stone slabs of any description in floors laid, bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge. |
| 97 | Material and labour for 18-20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite and laid over 15 mm thick screed in CM 1:6 complete all as specified and directed by Engineer-in-charge. |
| 98 | M&L for Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations complete all as specified and directed by Engineer-in-charge. |
| 99 | M&L for Machine cut kota stone slab flooring 20-25 mm thick as in treads/ floors etc over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete including 15 mm thick screed bed in Cement Mortar 1:6 complete all as specified and directed by Engineer-in-charge. |
| 100 | M&L for Kota stone slab 20-25 mm thick as in riser of steps, skirting, dado and pillar laid over and including 10 mm thick rendering in Cement Mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab complete all as specified and directed by Engineer-in-charge. |
| 101 | Supply and fixing of rotational moulded polyethylene water storage tanks(Cylindrical vertical with closed top) of 500 litres capacity, white in colour, triple layered, screwable lid,hoisted and fixed in position all as specified in SSR Part I, including supply and fix tank nipple, ball valve 20 mm PTMT, including dismantling of existing water tanks and removing from site complete all as specified and directed by Engineer-in-charge. |
| 102 | Supply and fixing of rotational moulded polyethylene water storage tanks(Cylindrical vertical with closed top) of 1000 litres capacity, white in colour, triple layered, screwable lid,hoisted and fixed in position all as specified in SSR Part I, including supply and fix tank nipple, ball valve 20 mm PTMT, including dismantling of existing water tanks and removing from site complete all as specified and directed by Engineer-in-charge. |
| 103 | M&L for Cleaning and removing all scale and dirt, etc. from tanks any height and form mouths of circulating pipes, etc complete all as specified and directed by Engineer-in-charge. |
| 104 | S&F in repair PVC connections, of 450 mm length and 15 mm bore with PTMT nuts complete all as specified and directed by Engineer-in-charge. |
| 105 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coveringscomplete all as specified and directed by Engineer-in-charge. |
| 106 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screwscomplete all as specified and directed by Engineer-in-charge. |
| 107 | S&F Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etccomplete all as specified and directed by Engineer-in-charge. |
| 108 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa, fixed with self tapping screws as in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) complete all as specified and directed by Engineer-in-charge. |
| 109 | Dismantling wrought iron or mild steel work of any description not otherwise provided forcomplete all as specified and directed by Engineer-in-charge. |
| 110 | S&F rolled sections as in main and cross beams, coloumns, hip and jack rafters; purlins where connected to common rafters of angle, pipe sections etc., Fe-410, Gde 250 quality B complete all as specified and directed by Engineer-in-charge. |
| 111 | Material and labour for framed work such as grills, grating, framed guard bars, walk ways, railings etc. using steel conforming to Fe-290complete all as specified and directed by Engineer-in-charge. |
| 112 | M&L for preparation of new or previously untreated steel and iron surfaces of any description, over 10 cm in width or girth and applying 2 coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge. |
| 113 | Demolition of cement concrete (unreinforced) of any description and in any position (below or above GL at any height)not otherwise specifically provide for complete all as specified and directed by Engineer-in-charge. |
| 114 | M&L for cement concrete 1:2:4 Type B-1 (using 20 mm graded stone aggregates) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 4028, water trought and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-charge. |
| 115 | M&L for 75 mm thick Plain Cement concrete type C-2, (1:3:6) (using 40 mm graded stone aggregates) as in Plinth protection, finished the concrete surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 116 | Supply and fixing factory made rubber moulded machine pressed coloured chequered cement concrete tiles 250 mm x 250 mm x 22-25 mm thick (with grey cement and no pigments), set, jointed and pointed in neat cement slurry with grey cement with pigment to match the colour of tiles, glossy finish, laid over and including 20 mm thick screed bed in cement mortar 1:6, complete all as specified and as directed by Engineer-in-charge. |
| 117 | M&L for Machine pressed Precast coloured concrete paver block of 60 mm thickness, M-35 grade, with grey cement and pigment, glossy finish on top conforming to IS 15658-2006, with approved colour, design and pattern made by table vibratary method using PU mould, as in footpath, parks, lawns, drive ways or light traffic parking etc, laid over compacted bed of fine sand after compacting sand bedding layer through vibratory compaction by using plate vibarator, filling the joints with fine sand, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge.Note: Sand will be measured and paid separately under respective item of this schedule. |
| 118 | M&L for 75 mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) as in sub base, finishing the surfaces even and rough complete all as specified and directed by Engineer-in-Charge. |
| 119 | Supply and filling dry river sand under interlocking paver blocks including complete all as specified and directed by Engineer-in-Charge. |
| 120 | M&L for taking down, chipping and removing the loose, spailt, damaged cement concrete, cement mortar surfaces of RCC columns, beams, walls, chajjas etc and exposing the reinforced cement, wire brushing and claening the exposed steel reinforced bar, apply rust remover over the cleaned re-barsurface wash the re-bar with clean water for removing all rusts fromthe old re-barsurfaces, fixing new reinforcement/ chicken wire mesh for strengthen the members as required, applying two coats of epoxy zinc primer on new and old steel surfaces, saturate the substrate with water applying one coat of polymer modified cement and quartz sand mortar in CM 1:3 mix, 40 mm average thick in two coats, with and including polymer @10% by weight of cement, including erecting and dismantling steel scafolding for carrying out the work upto 12.0 metre (Appx) height complete all as specified and as directed by Engineer-in-Charge. |
| 121 | M&L for 40 mm thick PCC 1:2:4, type B-1 (using 20 mm graded stone aggregates) as in flooring, including finishing concrete surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 122 | Dismantling of brick tiles laid or bedded in cement mortar complete all as specified and as directed by Engineer-in-Charge. |
| 123 | M&L for Rendering 15 mm thick, finished even and fair on roof slab in cement mortar 1:4, using water proofing compound @ 3% by weight of cement complete all as specified and as directed by Engineer-in-Charge.Note :- (WPC shall be measured and paid seperately as suupply only under respective item of this schedule) |
| 124 | Supply only integral water proofing compound, ISIMarked, complete all as specified and as directed by Engineer-in-Charge. |
| 125 | M&L for APP based polymeric membrane minimum weight 3.0 kg/sqm and minimum 3 mm thick reinforced with polyster non woven fabric (weight not less than 150 gms/sqm), laid over and including priming surfaces with primer of same manufacturer @ 0.40 Litre/Sqm and laying APP membrane on Primed surface by torch application and sealing all joints and over lapping min 10 cm, applying two coats ofaluminium paint @ 0.10 ltr/sqm for each coat over exposed APP sheetwith and including removal of existing bitumunious felt including wire brushing and cleaning top surfaces of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 126 | M&L for APP based polymeric membrane minimum weight 3.0 kg/sqm and minimum 3 mm thick reinforced with polyster non woven fabric (weight not less than 150 gm/sqm) laid over and including priming surfaces with primer of same manufacturer @ 0.40 Litre/Sqm and laying APP membrane on Primed surface by torch application and sealing all joints and overlapping min 10 cm, including removal of existing bitumunious felt including wire brushing and cleaning top surfaces of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 127 | Material and labour for 40 mm thick brick tiles with including 20 mm thick cement mortar 1:4 jointed, grouted and pointed complete mixed with crude oil5%by weight of cement complete all as specified and as directed by Engineer-in-Charge. |
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