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| Sl. No. | Item Description |
| 1 | Civil works |
| 2 | Disposal of surplus excavated earth within the site, as per directions of the Engineer-in charge, by mechanical transport including loading and unloading, disposed earth to be leveled and neatly dressed and lead upto 1KM |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge, in all kinds of soil |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1 .5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 .5 m, as directed by Engineer-in-charge. Ordinary rock |
| 5 | b)Hard rock (blasting prohibited) |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 7 | 1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone- Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 9 | Extra for providing and mixing water proofing material in cement concrete per 50 kg work in doses by weight of cement as per manufacturer's specification. |
| 10 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 11 | Centring and shuttering including strutting, propping etc. and removal of form work for : |
| 12 | b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | c) Suspended floors, roofs, landings, balconies, access platform and shelves |
| 14 | d) Shelves (Cast in situ) |
| 15 | e) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 16 | f) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | g) Stairs, (excluding landings) except spiral-staircases |
| 18 | h) Weather shade, Chajjas, corbels etc., including edges |
| 19 | i) Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 20 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 23 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 24 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland slag cement, admixtures in recommended proportions as per IS:9103 to accelerete/ retard setting of concreate, to improve durability and workability without impairing strength; including pumping of concreate to site of laying, curing, carriage for all leads; but excluding the cost of centring, shuttering, finishing and reinforcement, as per direction of Engineer-in-charge, for the followimg grades concrete: All works upto plinth level |
| 25 | c) Concrete o f M35 g rade with minimum cement content of 370 kg /cum |
| 26 | a) Concrete of M25 grade with minimum cement content of 330kg/ cum All works above plinth level |
| 27 | b) Concrete of M30 grade with m nimum cement content of 350 kg /cum |
| 28 | c) Concrete o f M35 g rade with minimum cement content of 370 kg /cum |
| 29 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 30 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with an universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer's pre-engineered self- centering arrangement that freely rotates/ moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall conform to ASTM 6063). Floor joint of 100mm gap |
| 31 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & omplexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063). |
| 32 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates an universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer's pre-engineered self-centering arrangement that freely rotates I moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. |
| 33 | Brick work with common burnt clay F.P. S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :6 (1 cement : 6 coarse sand) |
| 34 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 35 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level Cement mortar 1 :4 (1 cement :4 coarse sand) |
| 36 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 37 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. a) Granite of any colour and shade, area of slab upto 0.50 sqm |
| 38 | b) Granite of any colour and shade, area of slab over 0.50 sqm |
| 39 | Providing edge moulding granite/ kotah stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 40 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 41 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. |
| 42 | Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface. |
| 43 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 44 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood |
| 45 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. Second class teak wood a) 35mm thick shutters |
| 46 | b) 30mm thick shutters |
| 47 | Extra for providing frosted glass panes instead of ordinary float glass/ toughened glass panes in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). |
| 48 | Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). |
| 49 | Providing and fixing ISi marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws |
| 50 | Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) |
| 51 | Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) |
| 52 | Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): Rectangular or square |
| 53 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : a) 2nd class teak wood 50 x 20 mm |
| 54 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 55 | Providing and fixing ISI marked IS : 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete (Copper oxid ised as per IS1 378) 150mm |
| 56 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 57 | Providing & Fixing decorative high pressure laminated sheet of plain I wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.5 mm thick |
| 58 | Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. |
| 59 | Providing and fixing 125mm bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. b. 100mm |
| 60 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 80x1 .25 mm M.S. laths with 1.25 mm thick top cover |
| 61 | Providing and fixing ball bearing for rolling shutters. |
| 62 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area |
| 63 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). |
| 64 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes |
| 65 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete |
| 66 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 67 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 68 | Steel work welded in built up sections/ framed work in M. S. steel 240 MPA, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. a) In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 69 | b) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 70 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 71 | Cement concrete flooring 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregat |
| 72 | Cement plaster skirting up to 30 cm height, with cement mortar 1 :3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 73 | Extra for marble/ granite/ Kotah stone flooring in treads of steps and risers using single length up to 2.00 metre. |
| 74 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 75 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 76 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1 :4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 77 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all coloursand shade, laid on 20 mm thick cement mortar 1 :4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. a) Double charge vitrified tile polished finish of size i) Size of Tile 600 x 600 mm |
| 78 | b) Glazed Vitrified tiles Matt Antiskid finish of size i) Size of Tile 600 x 600 mm |
| 79 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete a) Size of Tile 600x600 mm |
| 80 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. |
| 81 | Providing and laying full body vitrified tile in floor of minimum thickness 15 mm with water absorption less than 0.06% and conforming to IS:15622, of approved make, brand and manufacturer, laid on 20 mm thick base cement mortar 1 :4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.30 kg / sqm including grouting the joints with white cement and matching pigments etc. The slab must be cut with the zero chipping diamond cutter only. Laying of slab will be done with the help of notch trowel, wedge, clips of required thickness, vacuum cups for lifting, leveling system and rubber mallet for placing the slab gently and easily. Size of tile 800x2400 mm of all colours and shades. |
| 82 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 83 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1 :4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1 :1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. |
| 84 | 12 mm cement plaster of mix : 12 mm cement plaster of mix : |
| 85 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand ) |
| 86 | 1:6 (1 cement: 6 coarse sand) |
| 87 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 88 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 89 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) 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 with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 90 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 91 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufactur |
| 92 | French spirit polishing : Two or more coats on new works including a coat of wood filler |
| 93 | Extra for addition of synthetic Polyester triangular fibre of length 6mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125 gms. of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-in-Charge. |
| 94 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 95 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats |
| 96 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 97 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement :4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 98 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 99 | Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 100 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 500 mm dia piles |
| 101 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 600 mm dia piles |
| 102 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity. Initial test (Test Load 2.5 times the Safe capacity) |
| 103 | Routine test (Test Load 1.5 times the Safe capacity) |
| 104 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 andIS: 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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : a) For fixed portion. Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 105 | b) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost ofEPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 106 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 107 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineerin- charge. With stainless steel cover plate minimum 1.25 mm thickness |
| 108 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 109 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. |
| 110 | Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete. 205 X 19 mm |
| 111 | Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for wooden doors including necessary cutting and making good etc. complete |
| 112 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). |
| 113 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. |
| 114 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and alllevels, including:(a) Structural analysis & design and preparation of shop drawings for thespecified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazardincluding:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticalityand fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory/ work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. |
| 115 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6 mm thick, spacer tube 12 mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. The IGUs shall be assembled in the factory/ workshop of theglass processor. |
| 116 | Providing and fixing stainless steel hanging type floor door stopper with necessary screws, etc. complete. |
| 117 | Providing and fixing stainless steel tower bolts (barrel type) with necessary screws etc. complete : a) 250x10 mm |
| 118 | b) 200x10 mm |
| 119 | b) 150x10 mm |
| 120 | Providing and fixing stainless steel 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 121 | Providing and fixing stainless steel 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 122 | Providing and fixing 75mm PVC buffers for door with washers and necessary screws etc. complete (best make of approved quality) |
| 123 | Providing and fixing paneling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 6.0 mm thick coated Glass (Coating Face 2) toughened glass panes with transmission 54% - 56%, external reflection 13% - 15%, internal reflection 17% - 19%, solar factor (EN) 0.49-0.51 SHGC / SF, shading co-efficient 0.56-0.58 SC, U-value (EN) 5.5-5.7 (W/Sq.m K) and with approved colour |
| 124 | Extra for leather polished granite stone flooring instead of polished granite flooring |
| 125 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for skirting, riser for steps, dado, etc., of required size, approved shade, colour and texture over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. a) Granite of any colour and shade |
| 126 | Providing waterproofing coating in sunken portion of WCs, bathroom etc. as follows: |
| 127 | Providing water proofing in roof area as follows: |
| 128 | Surface preparation-Wash the surface and remove all loose concrete, grease, oil using wire brush or by surface grinder. All critical areas such as joints, junctions, movement zones, penetrations drainage points and cracks are to be correctly sealed and detailed prior to waterproofing. All hairline cracks < 1mm should be cut and open up to 5mm width to fill with PMM. Vertical Protection: Providing & applying 15 mm THK protective plaster of C: M –1:4 admixed with integral waterproof compound conforming to IS 2645:2003, @ 220ml per bag of cement, over the waterproof coating for vertical protection. |
| 129 | Providing water proofing in water tank area as follows: |
| 130 | Providing and fixing of 65/400 “SELF SUPPORTED” SECRET FIX STANDING ROOFING SYSTEM IN 0.9 mm THICK AA 3004 ALUMINIUM ALLOY. The general roof- onstruction shall comprise from bottom to top:1) First Layer Steel liner – 28-32/200-250 Galvalume steel liner sheet (GSM 150) 550 MPa, 0.5 mm TCT 1000 mm total cover width 35mm deep ribs spanning up to 1300 mm centres (multiple spans). The finish to the exposed surface of the liner will be polyester coating with film thickness of 23μm +/- 2 μm.2) Second Layer Top Hats & Brackets- Top hat & brackets as required 1.6mm & 2mm thick galvanised steel hat section respectively3) Third Layer - Single layer of scrim reinforced polyethylene or Aluminium foil in 150 g/m2 water vapour resistance .The VCL shall be of 180-200 Microns thickness.4) Fourth Layer Insulation – One layer of Rockwool/Glasswool insulation of 100mm thickness each minimum 64 kg/m³ rockwool/ 24 Kg/m3 (glasswool)density with thermal conductivity of K=0.035W/mk at 20 degrees Celsius when tested to ASTM C518.5) Fifth Layer - Halters – Aluminium Halters/ – in grade 6082 (T6), of suitable height with thermal barrier pads to be fixed to the sub purlins with SS 304 screws only. |
| 131 | Providing and fixing of 2 mm thick Aluminium gutter with double side vulcanised rubber Expansion joints at every 6m length. Necessary down take spout with diameter upto 150 mm at required intervals & other accessories like Cover plate, end caps and welding at joints. The Girth of gutter would be upto 1200mm.The gutter will be insulated with 100mm thick mineral wool of 60Kg/mt3 density and liner/ panel rib, Z-girt ,VCL at the bottom. |
| 132 | Providing and fixing 24 gauge 8 mm size galvanized chicken wire mesh of approved width at junctions of concrete and brick work and other locations called for including necessary laps and U shape galvanized wire nails, complete as per direction of the Engineer-In-Charge. |
| 133 | Providing & fixing Urinal madesty made of heat, bacteria, water, chemical, scratch, impact anti bacterial resistant 12mm thick solid compact laminate panels (HPL) tested by Shriram Test House. Finish of the compact laminate should be Suede / *Raw Silk of size 500mm (w) x 1200mm (h), which includes SS (304 grade) right angle brackets, SS (304 grade) srews & wall plugs finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard. The product should have Green Guard Certificate. |
| 134 | Providing & fixing Toilet Cubicle (of following standard dimension which includes 600mm door size width) made of heat, bacteria, water, chemical, scratch, impact anti bacterial resistant 18mm thick solid compact laminate panels (HPL) tested by Shriram Test House. Finish of the compact laminate should be Suede / *Raw Silk, which includes doors, pilasters & intermediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard. The product should have Green Guard Certificate. a) Toilet Cubicle L shape with standard dimension of 2100mm Height x 1000mm Width x 1500mm to 1900mm Depth, which includes 600mm door size width) |
| 135 | b) Toilet Cubicle I-Shape (Front Partition) with standard dimension of 2100mm Height x 1000mm to 1900mm Width which includes 600mm door size width). |
| 136 | Providing and fixing to the required profile and shape 20 mm thick Gypsum (anhydrous) reinforced with 18G GI expanded metal lath (diamond mesh size 20 x 50mm, strand 2.5mm, thickness 1.25 mm, weighing not less than 2.4 kg/sq.m) fixed, as per drawing, to ceiling framework, comprising 40 x 40 mm x 18G GI tubular frame at 900 x 300 mm c/c (max.) suspended from the roof structure by 40 x 5 mm thick MS flat (painted with a coat of zinc chromate primer) suspenders @ 1200mm c/c with 6mm dia 38mm long GI bolts with expansion fasteners etc. The tubular frame work should have welded connections (minimum 20mm fillet weld on each face). The metal lath to be fixed to GI frame work with 25 mm long self-tapping, self-drilling steel screws with over size GI washer to engage lath at max. 150 mm c/c. Entire work to be done as per drawings and specifications including finishing smooth and painting two coats of acrylic emulsion paint over a coat of primer. (actual plan area to be measured at site after finishing). |
| 137 | Providing and fixing to the required profile and shape 20 mm thick Gypsum (anhydrous) reinforced with 18G GI expanded metal lath (diamond mesh size 20 x 50mm, strand 2.5mm, thickness 1.25 mm, weighing not less than 2.4 kg/sq.m) fixed, as per drawing, to ceiling framework, comprising 40 x 40 mm x 18G GI tubular frame at 900 x 300 mm c/c (max.) suspended from the roof structure by 40 x 5 mm thick MS flat (painted with a coat of zinc chromate primer) suspenders @ 1200mm c/c with 6mm dia 38mm long GI bolts with expansion fasteners etc. The tubular frame work should have welded connections (minimum 20mm fillet weld on each face). The metal lath to be fixed to GI frame work with 25 mm long self-tapping, self-drilling steel screws with over size GI washer to engage lath at max. 150 mm c/c. Entire work to be done as per drawings and specifications including finishing smooth and painting two coats of acrylic emulsion paint over a coat of primer. (actual plan area to be measured at site after finishing). |
| 138 | Providing & fixing of Ram metal/durlum/SAS/dynamix/invantage hook on sliding non perforated Aluminum metal ceiling system , with 1.10 mm thick . . Aluminium ceiling planks with up to 300/600mm width and length up to 1200/2400mm or as per the site requirment and having 60 microns electro statically polyester powder coating or digital printing. The ceiling tile/plank shall have square edge & bend to 30mm deep & 5mm bend in hook shaped from the vertical side.The ceiling shall be 3.00mm perforated & shall be having black acoustical flees in back side of the panel to achieve 0.80 NRC level .The tile /plank shall be hooked into Z profile made of GMS (galvanised mild steel with the size of 20X50X30mm & 1.20mm thick). The Z profile shall be connected to Slotted L Angle made of GMS (Galvanised Mild steel with the size of 30X30X1.00mm) at the spacing of 1200mm c./c. with the help of 25X6mm size nut-bolts. The framing system shall be suspended with help of 25x6mm bulet fastner & M6 threaded rods. The substructure consisting of ASTM C635 tested/ICC-ES-AC evaluated, heavy duty classified suspension system including J profiles/Stabilizer channels and Anti-Vibration clips. The planks shall be manufactured on advanced equipment which includes several levelling stages in manufacturing process. The plank ends will be raised with pips & stops to ensure accurate fixing & demounting of individual panel. Finishes of ceiling planks shall be powder coated base of minimum 60 microns coating thickness. No Pre Coated products shall be accepted. The spacing of the grid angles is according to the requirements of DIN 18168 and DIN EN 13964. The designs, colour finishes will be decided as per the engineer-in-charge. |
| 139 | Providing and fixing Fire-rated double leaf Door comprising - 1st class teakwood door frame of section 150 mm x 100 mm with heat-activated fire & smoke intumescent seal made of imported steel strips of size 10mm x 4mm and Twingo seal for acoustical properties- 77mm thick acoustic-cum-fire door/s of 120 minutes fire rating conforming to BS: 476 part 20 & 22, IS: 3614 part II & IS0: 834 with acoustic property of 38 dB having infill of 47mm thick resin-bonded glass wool of 24 kg/cu.m density, sandwiched between two 9mm thick Strapan 100% without-asbestos brucite & Meerschaum board alongwith 6mm thick commercial ply facing & 3mm sheet rubber interlayer, complete with teakwood lipping and one coat of anti-termite fire retardant primer & finished with 1.5mm thick laminate of approved colour as per specifications.Each door shutter would have minimum 4 nos. of stainless steel hinges of size 100x75x3mm on each leaf, stainless steel latch fitted with knob set (Ingersoll Rand ME 60 fire rated lock), overhead door closer (Ingersoll Rand Briton 121), Raven seal in door rebates and drop-dead seal at the bottom of the door, complete with door closer, door coordinator, Panic Bar with outside key and handle, all as per specifications, design and directions of the Engineer- in-charge |
| 140 | Supplying & Installation of Conventional Roller Blinds with Tubular Motor, remote operated along-with head-rail ; (payment of remot & motor paid separately) Top tube of extruded aluminum 38 mm Dia. with minimum wall thickness of 0.9 mm with anodizing 10 micron and powder coating of 40 micron spline adoptable to accommodate clutch of approved make. Head rail of suitable size according to the blind width. Clutch mechanism-Rotary unit 36mm in OD incorporating a clutch mechanism composed of lowering of shades with braided polyester cord OPERATING CHAIN:Control ball chain composed of braided nylon cord of min. 2mm diameter with high grade plastic beads of minimum 4.5 mm diameter mounted co- axially on the cord with a pitch of 6.2 mm to form ball chain. LOCKING MEMBER-locking plug with minimum 6 ribs and inserted at minimum of 38m roller tube. FABRIC:-Composition-70% PVC and 30%polyster with Foam Coating ( 551-B/O to 554-B/O)(a) For 70%PVC and 30%polyster with Opaque Foam at the back of fabric construction Openness factor-0%, Opaque Weight: 610 Gram /SQM ( GSM) Thickness- 0.65 mm, UV Blockage - 100% Opaque approx. Color Fastness to Light : 7- 8Grade / Environmental Certification: - OEKO-TEK Standard. All Makes and models of all items/samples to the entire satisfaction and approval of the Architect/Engineer-in-charge. |
| 141 | Suply and fixing remote operated motor of approved make and model, in each roller blind and having following minimum specification. The item includes all fittings, accessories, brackets, screws, tube of appropriate size, anchor fasteners, making electrical connections, all complete as per drawings, tenderspecifications, relevant standards and direction of Engineer in charge Torque(Nm): Minimum Torque : 3 to 6 Nm Speed(rpm): Minimum 28- 32 Rated Voltage(V):230, 50 Hz Rated Power Consumption (W):120 Rated Current(A): 0.5 Running Time Before Thermal Cut Off(min): 4 Average Running Noise(dbA) :52 or less protection rate of IP 44 . This motor is compatible to be placed in roller tube & head rail for quite , smooth operation & easy setting and supplying remote control of approve make and model (for each room with motorized blinds) capable of providing (upto 05 channels) for the motors of the roller blind mentioned in above item, including batteries all complete and entire satisfaction and approval of the Architect/Engineer-in-charge |
| 142 | Design supply , fabrication and erection of Tubular space-frame structure using check nut system with spherical solid node connectors 60 mm. Dia. and ms struts of suitable dia. 48 mm. O.D Med. on top and bottom grid and 42 O.D Med. th. for diagonals as per the design . The cones are to be machined to provide for proper seating of the high tensile bolts and the pipes. The cones are welded to the pipes as per the relevant I.S codes. The dimensions of the cones and the shape are to be determined by the forces being transferred . Bolts to be high tensile bolts as per IS : 1363 of minimum 8.8 grade of Relfa or equivalent approved make. Connector node to be high strength or equivalent duly approved spherical node connectors of approved make manufactured out of C-45 grade of required dimensions and machined to have threaded holes for the bolts in the required position and direction. The sphere is to be machine faced at right angle to each hole for providing proper seating to the bolts. The holes are to be threaded as per IS : 4218 1967 I.S.U metric threads . The item includes the cleaning the surface with one coat of red oxide primer and two coats of enamel paint of approved make. Grid Size : 1100 mm. x 1100 mm. |
| 143 | Supply & Installation of roof with co-extruded, UV protected, multi-layered / multi-cell connectible modular polycarbonate panel system. The system consisting of 16mm thick standing seam panel with X-cell truss bracing design structure for better strength and flexibility with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be fixed on Purlins of MS / aluminium structure (to be paid Separately)with wide trapezoidal SS fastener/cleat (in SS-304 in 1mm thick) with top holding of 80mm on standing seam, fixed with purlins with 3 numbers of self-drilling screws to ensure a pull-out load of min. 7000 N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005. The entire fixing mechanism shall be covered with a continuous U/2, interlocking connectible connectors with grip lock anti pop double tooth locking mechanism running lengthwise at both sides of the panel. Each panel shall be Flux solo opaque type with opaque and clear combination of louvers inside the single panel i.e. with transparent body and opaque layers in between the layers creating 'Light Duct' for better ambience & increased shading. Panels with more layers will be preferred for better insulation and improved shading coefficient. |
| 144 | Providing and fixing 50mm wide Baffle Ceiling System of approved colour consisting of Baffle 50 mm wide x 100mm height x 0.6mm thick square edged baffle having a length upto 4 mtrs, Coil Coated (chromatised for maximum bond between metal and paint, enamelled twice under high temperature, visible side with a full primer and finish coat, the inner side with a Primer coating and skin coat on a Continuous Paint line) corrosion resistant aluminium alloy for higher strength. The Baffle shall be bolted on to a U50top & bottom cover, which will be fixed on to L-shaped Galvanised steel angle. The baffle shall be fixed in a module of 150mm as per architect’s specifications. The L shaped galvanised angle is spaced at a centre to centre distance of 1200mm. The L shaped galvanised angle is suspended by means of suspension angle and anchor fasteners at a centre to centre distance of 1200mm. Baffle Ceiling shall be Green pro Certified: For LEED certification by Indian Green Building council (IGBC). Cladding manufacturer should have in-house testing lab in India. The manufacturer should have inhouse roll forming machine to achieve the roll formed edges of baffle Panels. |
| 145 | Providing and laying 30 mm thick flame finished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 30 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 146 | Providing and laying 30 mm thick leather polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 30 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.30mm thick leather poliahed granite |
| 147 | Providing and fixing single point/ multi-point Locking of premium makes (Alutect/ Savio/ Master) in glossy black/ white powder-coated finish for aluminium window door shutter. |
| 148 | Providing and fixing DORMA pull Handle TGDIBH 450 back to back with 350mm CTC, 2 PULL TGDIB adjustable fixing for glass, wood and metal doors in satin stainless SSS 2 5132 HANDLE H450 steel. The pull handles should have supporting washer with raised beveling on the outer surface. Length = 450mm, 25mm dia, BSS 304 |
| 149 | Providing and fixing stainless steel 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for 12mm thick glass doors including necessary cutting and making good etc. complete |
| 150 | Providing and fixing 2mm thick aluminium sheet PVDF2 finish (standard colours) on the exposed surface to be covered for roof facia fixing with ss srews to the MS frame works. The entire work would be done complete as per design and drg., specifications and directions of the Engineer-in-Charge |
| 151 | Providing and fixing half moon stainless steel door stopper for glass door, floor mount with rubber bumper with necessary screws, etc. complete. |
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