Indian Tenders

Tender Details

Construction Of Main Location For T.F.C. Ram Van Gaman At District Chitrakoot (U.P.) - TFC, RAMVANGAMAN 3 Carriage of good earth by mechanical transport including loading, unloading and stacking 4 (upto 20KM) 5 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-incharge. 6 All kinds of soil 7 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 8 All kinds of soil (From 1.5 to 3 m depth) 9 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. 10 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 11 Supplying chemical emulsion in sealed containers including delivery as specified. 12 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 13 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 14 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : 15 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 16 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 17 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 18 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 19 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 20 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 21 Centring and shuttering including strutting,propping etc. and removal of form for 22 Foundations, footings, bases of columns etc. for mass concrete. 23 Suspended floors, roots, landings, balcnies and access platform. 24 Shelves (Cost in situ) 25 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 26 Columns,Pillars, Piers, Abutments, Posts and Struts 27 Stairs, (excluding landings) except spiral-staircases 28 Edges of slabs and breaks in floors and walls Under 20 cm wide 29 Weather shade, Chajjas, corbels etc., including edges 30 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)Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 31 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 32 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 33 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 accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 34 All works upto plinth level 35 Concrete of M30 grade with minimum cement content of 350 kg /cum 36 All works above plinth level upto floor V level 37 Concrete of M30 grade with minimum cement content of 350 kg /cum 38 Add for using extra cement in the items of design mix over and above the specified cement content therein. 39 ANCHOR BLOCK FOR STONE BENCHES 40 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 41 400 mm dia piles 42 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 43 400 mm dia piles 44 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. 45 Single pile upto 50 tonne Safe capacity 46 Initial test (Test Load 2.5 times the Safe capacity) 47 Routine test (Test Load 1.5 times the Safe capacity) 48 MASONRY WORK 49 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 50 Cement mortar 1:6 (1 cement : 6 coarse sand) 51 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 52 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100mm/125mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 53 WOOD WORK 54 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: 55 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 56 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 57 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): 58 Rectangular or square. 59 Providing & Fixing decorative high pressure laminated sheet of plain / 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. 60 1.0 mm thick 61 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 62 With 12 mm mild steel U beading 63 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). 64 Providing and fixing 12 mm thick frameless toughened glass partitions of approved brand and manufacturer, including providing and fixing partitions at top & bottom with aluminum channel etc. all complete as per direction of Engineer-in-charge 65 Providing and fixing approved brand and manufacturer SS 304 grade hardwares for Doorsetc. 66 Providing and fixing approved brand and manufacture SS 304 grade D type 300mm Pull Handle with 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 67 Providing and fixing approved brand and manufacture SS 304 grade Glass door Lock, top and bottom patch fitting with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 68 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 69 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 70 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 71 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 150mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 72 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 73 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 74 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromiumplated brass screws, nuts, bolts and washers etc. complete. 75 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 76 125 mm 77 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 78 Toilet CubicalProviding and fixing Toilet Cubicle (of following standard dimension which includes 600 mm door size width) made of heat, bacteria, water, chemical, scratch, impact and anti bacterial resistant 12 mm thick solid compact laminate panelsFinish of the compact laminate should be raw silk which include doors, pilasters and intermediate panels finished with approved texture/shade as per the detail drawing and as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard.This also includes providing and fixing in position necessary hardware made out of Stainless Steel (Grade 316) as per manufacturers specifications and EIC instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset indicators, (4) Coat hooks, (5) U- Channels, (6) SS-Shoe Box Plate, (7) MS-Base Plate, (8) Rubber noise deafening tape, (9) Screws and wall Plugs. 79 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 80 Using M.S. angels 40x40x6 mm for diagonal braces 81 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. 82 Hot finished welded type tubes 83 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 84 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 85 Providing and fixing stainless steel (Grade 316) 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.). 86 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) : 87 25 mm thick 88 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: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 89 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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., complete. 90 Glazed Vitrified tiles Matt/Antiskid finish of size 91 Size of Tile 600 x 600 mm 92 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. 93 Size of Tile 600 x 600 mm 94 Providing and fixing 1st quality ceramic glazed floor 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. 95 Providing and laying matt finished vitrified tile of size 300x300x9.8mm 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 20mm 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. 96 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. 97 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 98 Extra for pre finished nosing to treads of steps of Granite stone. 99 Extra for Granite stone flooring in treads of steps and risers using single length up to 2.00 metre . 100 Providing and laying flamed finish 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 : 101 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 102 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 to edges to give high gloss finish etc. complete at all levels. 103 Granite of any colour and shade 104 Area of Slab over 0.50sqm 105 Extra for providing edge moulding to 18mm thick marblestone counters, Vanities etc. including machine polishing to edge to give high glossfinishetc.completeasper designapprovedbyEngineer-in-Charge. 106 Granite work. 107 Extra for fixing marble /granite stone over and abovecorresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 108 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete. 109 12mm cement plaster of mix : 110 1:6 (1 cement: 6 coarse sand) 111 15 mm cement plaster on the rough side of single or half brick wall of mix : 112 1:6 (1 cement: 6 coarse sand) 113 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 114 6 mm cement plaster of mix : 115 1:3 (1 cement : 3 fine sand) 116 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. 117 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 118 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 119 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 120 Two or more coats on new work including priming coat of ordinary paint approved brand. 121 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 122 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 123 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 124 White sand stone 125 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : 126 Triangular or Square or rectangular pillars 127 Circular or polygonal pillars 128 Extra for stone work ashlar sunk or moulded in cornices. 129 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 130 White sand stone 131 DRY CLADDINGProviding and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). 132 White sand stone - 30mm thick gang saw cut stone 133 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-incharge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 134 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-incharge. 135 Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 136 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 137 White sand stone 138 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 139 12.5 mm thick tapered edge gypsum moisture resistant board 140 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 141 With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles 142 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 gsm/sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main T at 600mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 143 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65mm. 144 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 145 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 146 In 75x75 mm deep chase 147 Providing and laying broken AAC Block in sunken portion of W.C. & kitchen. These broken Block mixed with cement mortar 1:8 ( 1 cement : 8 coarse sand) laid and compacted properly including supply of labour, material, and tools and plant etc. as per instruction of Engineer-in-charge. 148 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. 149 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 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) : 150 For fixed portion 151 Powder coated aluminium (minimum thickness of powder coating 50 micron) 152 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 PVC / neoprene gasket required (Fittings shall be paid for separately). 153 Powder coated aluminium (minimum thickness of powder coating 50 micron) 154 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 155 PLUMBING Work 156 SANITARY INSTALLATIONS 157 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 158 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 159 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 160 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 161 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 162 White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 163 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink of approved makeas per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 164 Kitchen sink with drain board 165 510x1040 mm bowl depth 250 mm 166 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 167 Providing and fixing Differecially abled toilets including Wash basin, Water closet,Cistern, grab bars & hand rails etc. The rate include cost of all material & labour involved in the item complete and all as per direction of engineer incharge.For physically handicap person consisting of; 168 Providing & fixing heavy quality PVC waste pipe for sink including PVC waste fitting Complete 169 Flexible Pipe 170 40mm Dia 171 Providing & fixing toilet paper holder 172 C.P. brass 173 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste SWR Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, couplers, cowels, clamps, hangers, rubber rings, clean outs, provision for C P Grating fixing for any waste connection from washing machine etc. fixing at wall / ceiling / floor level supported by clamp & hangers etc.inside duct / suspended from floor under false ceilingfor proper completion of the work. The rubber ring shall confirm to IS:5382. ( (SOIL, WASTE, RAIN WATER & VENT) 174 110 mm diameter pipe 175 Providingandfixingin position Upvc full bore P / S trap with 50 mm water seal(IS : 14735) of the following sizes .Making proper connection with solvent cement. 176 Providing, fixing & testing uPVC pipes, conforming to IS 4985 class 3 (6 kg/cm2) including injection moulded fittings, jointing with solvent cement, cutting and making good the floors and walls and jointingto trap/waste pipe, complete of outer dia. (Indirect waste) 177 40mm diameter pipe 178 50 mm diameter pipe 179 63 mm diameter pipe 180 Providing & fixing Nickel Chromium Platedliquid soap dispenser with metallic bottle of approved brand & make112 mm distance from wall of standard shape with bracket (Nickel chromium plating should pass Salt Spray Test for 200 hours) of the same materials with snap fittings of approved quality and colour, complete as per direction of Engineer in Charge. 181 Providing & fixing soap dish holder of approved design. 182 Providing and fixing CP brass single lever low flowwall mounted Sink mixer with 15 mm CP brass single lever swivel spout with waste complete with flow rate 2.5 litre per minute at 3 bar including cutting and making good the walls where required. 183 Providing and fixing of approved make following-a) Concelaed type CP Brass diverter(for hot and cold water), overhead shower with arm with rubit cleaning system with flow rate 6 litre per minute at 3 bar complete with all accessories as requiredand spoutwith flow rate 3.8 litre per minute at 3 bar, wall flange complete with all accessories as required and making good the walls wherever required. 184 Providing,Fixing wall mounted of approved make Double Coat hookon door complete. 185 Providingand fixing CP brass 2 Way Bib cock with wall flange with flow restrictor with flow rate 2.5 litre per minute at 3 bar. 186 Providing, fixing, testing & commissioning of Floor drain made of uPVC reducing elbow (110x63 mm) with horizontal drain outlet of 63 mm OD, round top of 110 mm OD. (Floor Drain) 187 Providing & fixing uPVC clean out plug with suitable opening with threaded uPVC socket fixed to uPVC pipe joints as required complete in all respects. 188 110 mm dia 189 Providing, fixing and testing of uPVC SWR inlet fittings with two or three saddle inlets of 40, 50 or 63 mm size, fabricated from 110 mm outer dia uPVC pipes and fixed to uPVC traps with solvent cement joint complete in all respect. 190 Providing and fixing SS Grating of 125 mm dia of approved quality and colour complete as per direction of engineer in charge. 191 Circular Type 192 125 mm nominal dia with 25 mm waste hole 193 Providing, Installing & fixing storage type water heater of approved make (vertical/horizontal type ) with copper container, glasswool insulation,stove enamelled M.S jacket, thermostatically controlled inner heater with pilot neon lamps, 15mm inlet stop cock valve, on inlet connection, 15mm dia C.P flexible connection pipe in inlet & outlet suitable for working pressure of 8 kg/sqcm complete as required. 194 Capacity 25 litres 195 Capacity 40 litres 196 Capacity 06 Litres 197 WATER SUPPLY 198 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 199 Concealed work, including cutting chases and making good the walls etc. 200 15 mm nominal outer dia Pipes 201 20 mm nominal outer dia Pipes 202 25 mm nominal outer dia Pipes 203 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 204 Internal work - Exposed on Wall 205 20 mm nominal outer dia Pipes 206 25 mm nominal outer dia Pipes 207 32 mm nominal outer dia Pipes 208 40 mm nominal outer dia Pipes 209 50 mm nominal outer dia Pipes 210 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 211 External Work 212 50 mm nominal outer dia Pipes 213 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 214 20mm nominal bore 215 25mm nominal bore 216 32mm nominal bore 217 40mm nominal bore 218 50mm nominal bore 219 65mm nominal bore 220 Providing and fixing uplasticised PVC connection pipe with brass unions : 221 45 cm length 15 mm nominal bore 222 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 223 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 224 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 225 65 mm diameter pipe 226 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 227 15mm nominal bore 228 Providingand fixingC.P. brass angle valve for basin mixture and geyser points of approvedqualityconfirming to IS: 8931. 229 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 230 100 mm dia nominal bore 231 Providing, fixing, testing & commissioning of level operated water type butterfly valve conforming to IS : 13095/BS 5155 having CI iron body , ss 316 grade dick, EPDM / nitride complete with 2 Nos. matching flanges, rubber insertion, nuts, bolts and washer etc. of following sizes with locking arrangement. 232 Pressure Rating PN 25 : 233 80 mm dia. 234 Non - return valve with dual plate of CI Body SS plates vulcanized NBR seal flanged end & PN 25 rating as specified. 235 65mm dia. 236 Providing & fixing CI `Y Strainer (screwed/ flanged) with stainless steel fine wire mesh perforated sheet basket with necessary flange/ unions nuts, bolts and washers complete as required. 237 80mm nominal bore 238 Supplying and fixing in position of approved quality Solenoid Valve with by-pass arrangement, isolation cock etc. complete with all required accessories such as level sensor, level indicator, level controller and required cabling for the same. 239 50 mm dia 240 Providing, Installing and Giving satisfactory field testing of Static (Ultrasonic) Domestic Battery operated, MID (Measuring Instrument Directives) approved Static AMR Water Meters diameters having no moving/fixed part in contact with water, with fully body made up of composite material, confirming to ISO 4064 along with manufacturing test certificate and Guarantee certificate with Meter & Battery Guaranteed up-to 10 years with RF Technology for communication. Memory of the device should be directly accessible through an optical scanner. 241 50 mm dia 242 DRAINAGE 243 Providing, laying and joining in position HDPE DWC (Double Wall Corrugated)and conforming to I.S. 16098 of required grade SN-4/SN-8 and suitable for the respective working pressures with all fittings and specials, e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces, etc., jointing as per manufacturers recommendations, all complete including trenching, backfilling & pressure testing etc. (For Sewer & Storm water line). 244 200 mm dia (SN-4) 245 250 mm dia (SN-4) 246 250 mm dia (SN-8) 247 300 mm dia (SN-8) 248 400 mm dia (SN-8) 249 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round HDPE pipes/ RCC pies/S.W. pipesincluding bed concrete as per standard design: 250 200 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 251 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of HDPE pipes/ RCC pies/S.W. pipes including bed concrete as per standard design : 252 200 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 253 300 mm diameter HDPE pipe/ RCC pipe / S. W. pipe 254 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 255 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 256 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 257 300mm dia RCC pipe 258 450mm dia RCC pipe 259 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensiions total weight of cover and frame to be not less than 38 Kg. ( weight of cover 23 Kg. and weight of frame 15 Kg.), with FPS bricks with class designation 7.5With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 260 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 261 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 262 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 263 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 264 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): 265 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 266 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 267 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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 manufactures 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. 268 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 269 HD - 20 270 Circular shape 560 mm internal diameter 271 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 272 For pipes 100 to 250 mm diameter 273 For pipes 350 to 450 mm diameter 274 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design. 275 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 276 EARTH WORK, CONCRETE WORK 277 Excavating trenches by mechanical / manual means of required width for pipe, cables etc including excavation for sockets ,& dressing of sides ,ramming of bottoms ,for all depth including getting out the excavated soil,& then returningthe soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming ,watering, etc and disposingof surplus excavated soil as directed, within lead of 50m. 278 All kinds of soil 279 Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia 280 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 281 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,depth upto 1.5 m, including getting out the excavated matterials, returning the soil as requred in layers not exceeding 20 cm in depth including consolidating each deposited layers by by ramming, watering,etc. and stacking serviceable material for measurements and disposal of unserviceable matterial for measurement and disposal of unserviceable matterial as directed within a lead of 50m: 282 Ordinary rock 283 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 284 Hard rock (requiring blasting) 285 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 286 Earth Work in excavation by mechanical means (Hydraulic / excavator ) manual means over area (exceeding 30 cm in depth ,1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed as engineer incharge. 287 Ordinary Rock 288 Hard Rock(requiring blasting) 289 TUBE WELL BORING WITH PUMP 290 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 291 400 mm dia 292 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 293 400 mm dia 294 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.ection of Engineer -in-charge. 295 200 mm nominal size dia 296 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 297 200 mm nominal size dia 298 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 299 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 300 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 301 200 mm dia 302 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp. 303 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia. 304 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore 305 Sypply and Installation of 800 LPM Submersible Pump Set of 10 H.P. capacity, K.S.B. Make including Starter panel, support wire, A. Meter etc. complete. 306 Supply and fixing of nylon jali around the slotted pipes complete as required. up to 10 meter 307 Sypply and laying of alluminium conductor pvc insulated armoured served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt brick on sides and on top. On surface the cable run shall be fixed on m.s clamps etc. of suitable size or as directed by the Engineer in charge , complete in all respect . the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 308 35 SQ.MM 3-1/2 core 309 Water testing chemical and bactriological 310 RAIN WATER HARVESTING 311 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 312 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 313 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 314 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 315 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform 316 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) 317 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 318 15 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) in single coat on rough side of single or half brick wall. 319 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar 320 Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 321 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 322 All types of soil 323 400 mm dia 324 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 325 200 mm nominal size dia 326 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 327 200 mm nominal size dia 328 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 329 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 330 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 331 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. 332 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. 333 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia 334 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia 335 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 336 All kinds of soil 337 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 338 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 339 150 mm dia. R.C.C. pipe 340 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C. pipes including bed concrete as per standard design: 341 150 mm diameter P.V.C. pipe 342 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 343 Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 344 FIRE FIGHTING WORKS 345 Supply, installing, testing and commissioning of clear water packagedFire Fighting Pumping System - to be placed near water tank on Terrace ( fixed speed type) as per following details: 346 Supplying,Installation,testing & commissioning of dust & vermin proofdouble door with canopy type taperd roof wall / floor mounted compartmentlised feeder piller type cubical control Panel for fire fighting terrace pump of front area not less than 1.0 Sqmtr. and depth not less than 300 mm, made out of 2mm thick CRCAsheet with 100 Amp. 4 strip aluminium bus bars with front openable door & locking arrangement, interconnection, control wiring, intrigation with pressure switch i/c suppying & fixing following switchgears & control gears/starters etc. as required.Incomming63 Amps. TP & N SFC with HRC fuses Voltmeter (0-500 Volt) with selector switch.Ammeter (0-60 Amps.) with selector switch & CTs.Set of 3 phase indication lampSuitable HP fully automatic Star/Delta Starter with over load protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation.Selector switch for local/remote, auto/manual/off operation ON/OFF indication etc. 347 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. It should be complete as per specifications & directions of Engineer-in-charge. 348 3 X 10 sq. mm (22mm) 349 Supplying & laying one number XLPE insulated PVC sheathed Aluminium Conductor armoured UG cable of1.1 KV grade Conforming to IS 7098/1988 with upto date ammendment of following size in the existing RCC/HUME/ METAL /GI /CI /Stoneware/DWC pipe/masonary Open Duct/ cable tray/ open in air etc. as requred. 350 3 core,10 sq.mm. Aluminium Armoured 351 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. ( For Underground ) 352 100 mm. Dia 353 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required.(Plant Room piping/Vertical Riser/Downcomer/Floor) 354 25 mm dia 355 32 mm dia 356 40 mm dia 357 50 mm dia 358 65 mm dia 359 80 mm dia 360 100 mm dia 361 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 362 Single headed Gunmetal 363 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required : 364 Single headed Gunmetal 365 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 366 100 mm dia 367 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 368 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 369 100 mm dia 370 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 371 100 mm dia 372 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 373 Gun Metal 374 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 1258520 mm nominal internal dia gun metal globe valve & nozzle.Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.36 m 375 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 376 Gun metal 377 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 378 2 way-100 mm dia M.S. Pipe. 379 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 380 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories : 381 Upright Sprinkler 382 Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 383 100mm dia 384 Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required 385 100mm dia 386 Supply, fixing, testing and commissioning of screwed type brass/bronze lever operated ball valve of full flow with stainless steel ball (AISI 304 & spindle AISI 410) with setting & gland of superior quality having minimum working pressure of 16 kg/sqcm. 387 25 mm Dia 388 Providing and fixing 25 mm dia inspection & testing assembly with gun metal ball valve, gun metal sight glass ,Reducer ,union, G.I PIPE. connection to drain pipe/riser. 389 Providing and fixing in position the industrial type pressure gauges with gun metal / brass valves complete as required 390 Providing and fixing standard firemans axe with heavy insulated rubber handle conforming to IS: 926 complete. 391 Providing & Fixing of MS door made up of 16 gauge MS Sheet capable of accommodating fire hose reel, landing valve, hose pipes, fittings, 1 No. CO2& 1 No. Dry podwer type portable fire extinguishers & accessories. The door shall have a front glass with lock and key arrangement & shall be painted with one coat of primer & two coat of finished stove enamelled post office red colour paint & FIRE HOSE written on front. (Approx. size of door: 2100 mm HEIGHT, WIDTH OF DOOR AS PER SHAFT SIZE ) 392 Providing and fixing hose cabinet of size 750mmX600X250mm made of 16 gause thick MS sheet with 4 mm thick float glass doors in front painted FIRE in red paint i/c recessary locking arrangement suitable to accommodate external hydrant with butterfly valve 2 nos. 15 mtr. long hose pipe. 1 no. brach pipe mounted on wall or raised brick platform & duly painted with post office red externally and white internally with synthetic enamel paint complete in all respects for external hydrant. as directed by Engineer-in-Charge. 393 Providing, Fixing, testing and commissioning of resilient rubber lined single arch vibration eliminators suitable for raw water up to 45 deg. C temperature, working pressure 11 Kg/cm2 and test pressure 16 Kg/cm2 to provide relief from stresses at pipe flanges. 394 80 mm dia 395 Supply and fixing of 4 Nos G.I round bottom FIREBUCKETof 9 LTR. Capacity field with stand including proper supporting /mounting arrangement MS Angle Iron Frame painted by fire red colour over 2 coats of red oxide paint and written with white paint FIREcomplete in all respects as per direction of Engineer Incharge . 396 Providing, storing, handling, shifting, installation, testing and commissioning of halon free portable fire Extinguishers as described below: 397 Concealed work, including cutting chases and making good the walls etc. 398 Providing and fixing of 4.5 Kg. carbon-di-oxide type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase ingernal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming ro IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with internal charge. 399 Providing and fixing 6.0 Kg. ABC Powder type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with inernal charge. 400 Providing, fixing, testing and commissioning of 50 Litres (trolley mounted) Mechanical Foam type Fire Extinguisher. In HP Mild Steel Cylinders ISI marked TAC approved fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged complete in all respects including wall suspension bracket / trolley mounted and confoming to IS:13386 . 401 Providing, fixing, testing and commissioning of CO2 type Fire Extinguisher of capacity 22.5 kg filled with Co2 Gas as per IS 15222 with controll discharge mechanism fitted with Hose, Horn & TROLLEYconfirms to IS 2878 bearing ISI mark. Co2 Cylinder as per IS 7285. 402 Providing and fixing 2 kg capacity clean agent-HFC 236FA Stored Pressure type fire extinguisher ISI marked under IS:15683 complete with importedNovec 1230 manufactured by 3M, with Zero Ozone Depeltion Potential and Very Low Global Warming Potential of 1 with 20 Years Blue Sky Warantee against any regulatory Bans and Restrictions. 403 ELECTRICAL WORK 404 WIRING 405 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 406 Group C 407 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 408 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steelconduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 409 Group C 410 Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. 411 1 or 2 Module (75mm×75mm) 412 3 Module (100mm×75mm) 413 4 Module (125mm×75mm) 414 6 Module (200mm×75mm) 415 8 Module (125mm×125mm) 416 12 Module (200mm×150mm) 417 Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required. 418 5/6 amps switch 419 2 way 5/6 amps switch 420 15/16 amp switch 421 3 pin 5/6 amp socket outlet 422 6 pin 15/16 amp socket outlet 423 Telephone socket outlet 424 TV antenna socket outlet 425 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 426 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. earth wire. 427 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire. 428 2 x 4 sq.mm. + 1 x 4 sq.mm. earth wire 429 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 430 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 431 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 432 Installation of exhaust fan in the existing opening , including making good the damage, connection, testingcommissioning etc. as required. 433 (a): Up to 450mm sweep 434 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 435 Extra for fixing the louvers / shutters complete with frame for a exhaust fan of all sizes. 436 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. 437 Installation, testing and commissioning of ceiling fan,including wiring the down rods of standard length (upto 30 cm) with 1.5sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 438 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 as required. 439 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. 440 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 441 20 mm 442 25 mm 443 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 444 20 mm 445 25 mm 446 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 447 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required 448 Supplying and fixing Data Socket Outlet including modular base and cover plate and 1.6mm thick GI Box etc, complete as required with all acessories and upto the satisfaction of engineer-in-charge. 449 Supply, Installation, Testing & Commissioning of LSZH Cat 6 unshielded twisted pair computer cable with 23 AWG solid copper conductors in existing concealed / surface conduits / Raceways, complete as required and as per technical specifications. (for DATA & Voice outlets) (From ONT box / Rack to Outlets). 450 DISTRIBUTION BOARD 451 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB / Isolator). 452 8 way , Double door 453 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as r.equired. (But without MCB/RCCB/Isolator). 454 6 way (4 + 18), Double door 455 8 way (4 + 24), Double door 456 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.) 457 12 way (4 + 36), Double door 458 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required. 459 For 8 way, Double door SPN MCBDB 460 Supplying and fixing Cable End Box (Loose wire box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. 461 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 462 Single pole 463 Supplyingand fixingsingle pole, blanking plate in the existing MCB DB complete etc. as required 464 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 465 25 A 466 40 A 467 63 A 468 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 469 12 way (4 + 36), Double door 470 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface/ recess, complete with testing and 471 For 8 way, Double door FP MCBDB 472 Supplying and fixing of following MCBs, 415 volts, C curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 473 25A 4P MCB 474 40A 4P MCB 475 63A 4P MCB 476 EARTHING 477 Earthing System 478 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required. 479 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required. 480 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 481 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 482 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 483 LT CABLES & TERMINATIONS 484 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 485 Above 35 sq. mm and upto 95 sq. mm 486 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on cable tray as required. 487 Upto 35 sq. mm (clamped with 1mm thick saddle) 488 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 489 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 490 4 X 25 sq. mm (28 mm) 491 3½×70 sq.mm (38mm) 492 Supplying, unloading, storing of following sizes of 1.1 kV grade XLPE insulated, FRLS outer sheath (Heavy duty) Aluminium/copper conductor, armoured/unarmored cables as per mentioned code, suitable for working voltage upto and including 1100 Volts,to be laid and tied on existing overhead cable trays; or buried underground or laid and tiedover MS supports in masonry trenches alongwith the test report of following sizes of cable to be submitted by the contractor at the time of delivery of material at site. 493 3.5C X 70 Sqmm Al. Armd. 494 4C X 25 Sqmm Al. Armd. 495 4C X 6 Sqmm Cu. Armd. 496 3C X 6 Sqmm Cu. Armd. 497 1C X 6 Sqmm Flexible wire including termination 498 Supplying following 1.1kV grade, XLPE insulated, FRLS type control cables,suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation and with all components as mentioned in BOQ, specifications and schedule, complete as required. 499 4C X 2.5 sqmm copper conductor 500 6C X 2.5 sqmm copper conductor 501 Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 kV grade as required. 502 4C X 6 Sqmm Cu. Armd. 503 3C X 6 Sqmm Cu. Armd. 504 CABLES MANAGEMENT 505 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 506 100 mm width x 50 mm depth x 1.6 mm thickness 507 150 mm width x 50 mm depth x 1.6 mm thickness 508 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 509 100 mm width X 50 mm depth X 1.6 mm thickness 510 150 mm width X 50 mm depth X 1.6 mm thickness 511 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray Tee (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 512 100 mm width X 50 mm depth X 1.6 mm thickness 513 150 mm width X 50 mm depth X 1.6 mm thickness 514 LIGHTING FIXTURES & FANS 515 The CRI of the fixtures used in should be minimum 90. LED binning < 3-Step MacAdam UGR<19All fixtures shall be with prismatic diffuser. All light fixtures shall be LED having LM79 and LM80 certification from NABL accreditedlaboratory and relevant approved IES files for Dialux. Before dispatch of approved light fixtures,third party test shall be carried out by NABL accredited lab and the test reports shall be submitted.The Service Life of the fixture including driver/control gear should be minimum 50,000 burning hours. The THD should be less than 10%.The housing of the indoor fixtures should be extruded aluminium/CRCA.The IP category should be IP20 or higher for indoor applications and IP65 or higher for outdoorapplications. The Surge Protection to be provided conforming to relevant IS standards/IEC 61643-II Class-2 &EN 61643-II Type-2. The manufacturer’s name/logo should be engraved/embossed on the housing/body or Name/Logo onaluminium plate labels or Name/logo printed on housing/body. The warranty period on complete luminaire including driver/control gear, LED, all accessories should be 5 years from the actual date of completion of work. The Power factor should be 0.95 or higher.All light fixtures (internal/external) and drivers shall be BIS certified. The manufacturer shall submitBIS certificates with respective R codes for each fitting and driver for approval before execution. Number of fittings shall be provided on the basis of average illumination range for different areasmentioned below subject to maximum LPD specified in CPWD internal specification 2013 & ECBC 2017 (ECBC+ Building). All the light fixtures used for indoor applications should be available with DALI Dimmable driver option (for Apartments & Club Areas) 516 2ft x 2ft LED Panel - Surface Mounted.- Wattage : 30W -36W - Minimum System Efficacy-120 lm/W. 517 Downlight - Surface Mounted.- Wattage : 10W -15W - Minimum System Efficacy-120 lm/W. 518 Wall Bracket light- Wall Mounted.- Wattage : 10W -15W - Minimum System Efficacy-120 lm/W. 519 4ft LED Batten Tube Light -Surface Mounted.- Wattage : 36W -40W - Minimum System Efficacy-120 lm/W. 520 4ft LED Batten Tube Light -Wall Mounted (IP-65)- Wattage : 36W -40W - Minimum System Efficacy-120 lm/W. 521 Mirror Light.- Wattage : 5W -10W 522 Bulkhead Wall mounted - Lumen Package 700 lm- Minimum System Efficacy - 100 lm/W 523 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 140-285V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 524 Supply, Installation ,Testingand Commissioning of Exhaust fansforexhaust air as shown on drawings. Eachfan shall be complete with permanent split capacitor, mountingplate andaccessorieslike wire guard, birdscreen andgravitylouvers forweatherprotection as required. Fan selection, arrangement andelectrical characteristics shall be as follows: 525 450 mm dia 900/1400 RPM fan suitable for 220+6%Volts, 50 Hz, single phase AC supply. 526 Main L.T. Panel :Supply& Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entrise Electrical control panel with TPN ACB (65 KA,4Pole Elect draw out , Micor processer Release IPR2) and TPN MCCBs (Four Pole 36 KA with thermal magnatic release) Switches and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter,Selector switches for ammeter and Voltmeter, instrument fuses, current transormer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/ DMC support with detEachable side covers and shall be suitable for extension on the sides. The switches entry boxes shall be complete with suitable cable end boxes reverse. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above Will be provided with Amp Metre, current transfomers and selector switches etc and insurtrment fuse. The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6 mm/2mm.Cubicle type switch board shall be of cat A & B Only. CAT. B Cubicle TypeIncoming - 527 1600 Amp /415 Volt ACB -1 No.Bus-Bar -1600 Amp /415 Volt ACB -1 No.Outgoing -200 Amp MCCB - 1 Nos.( to Audi block light panel )400 Amp MCCB - 1 Nos.( to Audi block AC panel )630 Amp MCCB - 1 Nos.( to fedder pillar panel )250 Amp MCCB - 1 Nos.( to fire pump room panel )40 Amp FP MCCB - 4 Nos.(Street light feeder pillar panel)200 Amp FP MCCB - 2 Nos.(Spare) 528 Bus-Bar -1600 Amp /415 Volt ACB -1 No.Outgoing -200 Amp MCCB - 1 Nos.( to Audi block light panel )400 Amp MCCB - 1 Nos.( to Audi block AC panel )630 Amp MCCB - 1 Nos.( to fedder pillar panel )250 Amp MCCB - 1 Nos.( to fire pump room panel )40 Amp FP MCCB - 4 Nos.(Street light feeder pillar panel)200 Amp FP MCCB - 2 Nos.(Spare)FEEDER PILLAR PANEL: 529 Incoming -630 Amp MCCB - 1 No.Outgoing - 200 Amp 4P MCCB - 3 Nos. 100 Amp 4P MCCB - 2 No.100 Amp 4P MCCB - 1 No. 40 Amp 4P MCCB - 1 No. (for Spare)(Complete as per requirment directed by Project Manager.) 530 Design, manufacture, testing at works, supply, including supervision during installation testing & commissioning of following floor / wall mounted clad switchboard, factory built, modular, sectionalised, dead front, fully compartmentalized with hinged lockable detachable front & back openable, Form IIIB type extensible Partial Type Tested Assembly, IEC-60439 compliant LT cubicle panel of suitable size, suitable for operation on 415 volts, 50 Hz AC 3 phase 4 wire supply system fabricated from powder coated CRCA sheet steel, with all load bearing members of minimum 2mm thickness , all non-load bearing members of minimum 1.6mm thickness and minimum 3mm thick gland plates. The panels shall be fabricated in easily transportable sections, length, height, depth etc. to match with site condition, having vibration free structure with stiffeners provided as required. EXTERNAL LIGHTING PANEL 531 Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. Two Loop Panel. 532 Supplying, installation, testing & commissioningof intelligent analog addressablephotothermaldetectorcompletewithmountingbase complete as required. 533 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 534 Supplying, installation, testing & commisssioning of intelligent addressable programmable sounder complete as required. 535 Supplying, installation, testing & commissioning of fault isolator complete with base as required. 536 Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required. 537 Supplying, installation, testing & commissioning of addressable fire control module complete as required. 538 Supplying, installation, testing & commissioning of addressable manual call point complete as required. 539 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. 540 Supplying, installation, testing & commissioning of intelligent interface unit BACnet/ Modbus protocol i.e. supplying communication links between building management system and fire alarm control panel complete as required. 541 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 542 Supplying & laying of 2x1.5 sqmm fire survival armouredcable, 600/1000V rated with annealed copper conductorhaving glass mica fire barrier tape covered by an extrudedlayer of Cross Linkable Ethylene Propylene Rubber (EPR)insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. 543 Supplying & Fixing in position GI Box for installation of detectors on true Ceiling complete as required to do the job in all respect in accordance with laid specification or upto the satisfaction of engineer in charge. 544 Supply, installation,testing and commissioning of EXIT light, self contained 6W luminaire complete with flush mounting frame ,sign label,fluorescent tube and battery and with label EXIT/RIGHT/LEFT/UP/DOWN as required.. 545 Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required. 546 Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required. 547 Supplying, installation, testing & commissioning of digital audio amplifier 150 Watt, 25V rms operating at 240 Volt AC Supply complete as required. 548 SITC of 1X500W/480W Class-D Amplifier with 2 independent channels and can provide automatic re-settable overcurrent, overload, overheating, overvoltage, under-voltage and DC protection 549 Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required. 550 Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. 551 speaker cable Two pair, 2-core, 1.5 sqmm 552 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required. 553 UPS & INVERTERS 554 Supply, installation, testing and commissioning of 10 kVA UPS, 3 phase (415 V + 15%) Volts input & 3 phase output (440 V + 1%), 50 Hz, 100% IGBT inverter & converter, Input harmonic Current THD 3% typical at 100% load, 6% maximum at 50% load and 30 min battery backup for UPS along with battery cabinet complete in all respect including supporting steel structure for UPS and Battery as required. Quotedprice shall be inclusiveof approved rating single core copper conductor cable connecting UPS and batteries. 555 EXTERNAL LIGHTING 556 Pole Light -Pole mounted - Lumen Package -4000/6500/7200/9200 lm- Minimum System Efficacy - 120 lm/W 557 Bollard - Surface mounted - Lumen Package - 300/400 lm - Minimum System Efficacy - 35 lm/W 558 Supply, Installation, Testing & Commissioning of Recessed Inground Up Light fixture 10 Watt LED , integral driver, protection IP 66, CLASS I as complete as required. (Tree Up Lighting) 559 Supply, installation, testing & commissioning of LED Post Top Luminaire consuming a system wattage of 36 - 42W & the luminaire shall be with system efficacy >75lm/W. Housing: Die Cast Aluminium , IP66 ,The operating CCT shall be 5700K with CRI of ≥70. The luminaire shall be with BIS Registered electronic driver with input voltage range of 150 to 270V , THD ≤ 10% & PF ≥ 0.9, 50,000 Hrs LED Life with L70 Criteria.The LED Driver shall be easily avaiable in India for repair and service. The LED shall be SMD type. Luminaire shall have minimum surge protection of 4KV.The luminaire shall be with following certifications: LM79& LM80 issued by LED manufacture along with Photo Biological Safety Standard. CAT REF: LT Primus PT 40Wor approved Equivalent. 560 Height = 5 MetresTop dia = 70mmminBottom Dia = 130mm minThickness =3mmSingle arm pole suitable for mounting of with base plate of size 200 mm x 200 mm x 12 mm thick, suitable for mounting of light fixture 561 Height = 6 MetresTop dia = 70mmminBottom Dia = 155mm minThickness =3mmSingle arm pole suitable for mounting of with base plate of size 260 mm x 260 mm x 16 mm thick, suitable for mounting of light fixture 562 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 563 63 mm dia (OD-63 mm & ID-51 mm nominal) 564 120 mm dia (OD-120 mm & ID-103 mm nominal) 565 EXTERNAL LIGHTING PANELIncoming :One (1) No 100 Amp. 4P MCCB of 25KABreaking capacity Metering :One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.One (1) No. (0-100A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.One (1) No. of Phase Indication Lamp each incomingBus Bar :One (1) No. 120 Amp.TPN aluminimum bus bar of suitable length.Outgoing :10 No.16 Amp DPMCB. (10 KA)SPARE & SPACE - 2 NoPanel described as above 566 SUBHEAD IV-MISCELLANEOUS 567 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 200mm Dia200mm dia 568 SUBHEAD V-EXTERNAL LIGHT 569 Conical Arch Street Lighting Pole of 6000mm Height suitable for mounting street light luminaires, made out of hot rolled steel grade E250, as per IS 2062:2011 and designed suitably for wind speedupto 50m/s wind conforming to IS 875: PART -3:1987. The perfect conical profile extends from the square base plate of MS (grade E250) of size 300mmx300mm, 16mm thick and facilitated with 4 elongated slots 48mm x 24mm at CC 215mm to suit the 500mm, J-type, M20 bolts (Grade 4.6). The cable entry hole Ø70mm is provided at the centre of the baseplate. The continuously tapered pole shall have top Ø 70 mm and bottom Ø 155 mm, 3mm thick suitable to mount an artistically designed and angularly curved arm bracket that suits the conical form factor of the pole. The pole should be Arched on the top to mount the luminaire with the help of bracket. A base compartment for weather proof control box is provided at a height 300mm above the base plate with a die cast door contoured to the poless shape housing the gear tray, prewired with 2.5 Sq.mm cable, Siemens/Anchor make MCB, terminal connectors for loop in loop out arrangement. The make of poles should be as per Ligman/RR Ispat/Klite. The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thorough removal of impurities like, rust, oxides and other unwanted particles from the surface for high standard coating. The surface finish of the pole shall be Zinch rich primer coat & pure polyester powder coating providing 60 Microns DFT. with KL 4392 Avenue 100, Dimension 526x174 x 90 mm wattage upto 100w LED 570 Supply, Installation, Testing and Commissioning of LED RGB / RGBW flood lighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX / Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270VAC, 50Hz with powerfactor > 0.9. Fixture shall be suitable to operate at an ambient temperature range of -10°C to + 50°Cand shall be IP65 and IK06 rated. Life time shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS10322 and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 30 W 571 Supply, Installation, Testing and Commissioning of LED RGB / RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX / Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100 to 270 VAC, 50 Hz, power factor > 0.9. Fixture shall be suitable to operate at ambient temperature range of-10°Cto+50°Cand shall be IP65 and IK06 rated. Life time should be at least L70 : 50000 burning hours at 50 C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 25 W 572 SITC OF DG SETS 573 Design, manufacturing, testing at works, supply of 3 Phase, 415V, 50 Hz and 1500 RPM Diesel Generator Set of following ratings. Engine shall be complete with turbo charger, base frame, lube oil system, Heat Exhanger (HE cooled), Control Panels, Electric Starter 24V DC, required batteries, battery charging alaternator, electronic governor, instrumentation, day service diesel fuel tank, exhaust silencers including insulation, engine mounted control panel with monitoring and alarm features, utility piping, anti-vibration pads, Alternator direct coupled to Engine along with static excitation system and AVR Panel, and all required accessories complete as required and as per the specifications. The scope of work shall not include AMF Panel, cabling and earthing. DG shall be procured to the standards as in MoEFCC notification No.Q-1s017losl 2OL2-CPW and GSR 804(E) dated 03.1 1 .2022 The DG Set shall be provided with genset controller for AMF,Auto-load sharing, and shall have electrical and mechanical parameter monitoring. The controller shall include following electrical protections - under & over frequency and voltage, overload (KW), overcurrent, short circuit, reverse power, excitation failure etc. 62.5 KVA(with Acoustic Enclosure) 574 Supply of 4mm thick MS diesel day oil tank duly painted with two coats of primer after pre-treatment, and one coat of synthetic enamel paint with manhole, inlet and outlet connections with gate valves, drain plug, piping between tank and engine incase of inbuilt day oil tank, vent, mechanical oil level indicator, low level/ high level alarms, including support arrangement etc. mounted on suitably painted MS staging to maintain gravity flow of diesel oil from tank to DG Set. 575 120 Litres Capacity for 62.5kVA DG set 576 Fuel Pipe Line & Misc. Items Works 577 Supply, installation, testing & commissioning of 40mm dia MS C Class fuel supply and return piping from diesel day oil tank to the DG Set, including all necessary fittings like tees, bends, ball valves etc. complete in all respects as per the specifications. 578 Supply, installation, testing & commissioning of 25mm dia MS C Class fuel supply and return piping from diesel day oil tank to the DG Set, including all necessary fittings like tees, bends, ball valves etc. complete in all respects as per the specifications. 579 Providing and fixing of Valves and NRV for fuel line of following sizes: 580 40mm ball valve 581 25mm ball valve 582 40mm NRV valve 583 25mm NRV valve 584 BOUNDARY WALL WITH GATES 585 CARRIAGE OF MATERIALS 586 Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 20KM) 587 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-incharge. All kinds of soil 588 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. 589 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 590 Centring and shuttering including strutting,propping etc. and removal of form for 591 Foundations, footings, bases of columns etc. for mass concrete. 592 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 593 Columns,Pillars, Piers, Abutments, Posts and Struts 594 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 595 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 596 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 accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 597 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 598 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 599 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 600 300 mm dia piles 601 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 602 300 mm dia piles 603 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) 604 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 605 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. 606 Hot finished welded type tubes 607 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 608 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 609 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 610 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. 611 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. Two or more coats on new work including priming coat of ordinary paint approved brand. 612 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 613 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 614 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). 615 White sand stone - 30mm thick gang saw cut stone 616 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-incharge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 617 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-incharge. 618 Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 619 ESS 620 Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 20KM) 621 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-incharge. 622 All kinds of soil 623 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. 624 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 625 Supplying chemical emulsion in sealed containers including delivery as specified. 626 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 627 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 628 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 629 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 630 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 631 Centring and shuttering including strutting,propping etc. and removal of form for 632 Foundations, footings, bases of columns etc. for mass concrete. 633 Suspended floors, roots, landings, balcnies and access platform. 634 Shelves (Cost in situ) 635 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 636 Columns,Pillars, Piers, Abutments, Posts and Struts 637 Weather shade, Chajjas, corbels etc., including edges 638 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) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 639 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 640 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 641 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 accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 642 All works upto plinth level 643 Concrete of M25 grade with minimum cement content of 330 kg /cum 644 All works above plinth level upto floor V level 645 Concrete of M25 grade with minimum cement content of 330 kg /cum 646 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles 647 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 648 300 mm dia piles 649 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 650 Cement mortar 1:6 (1 cement : 6 coarse sand) 651 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 652 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100mm/125mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 653 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. 654 Hot finished welded type tubes 655 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. 656 80x1.25 mm M.S. laths with 1.25 mm thick top cover 657 Providing and fixing ball bearing for rolling shutters. 658 Extraforprovidingmechanicaldevice chain andcrankoperation for operating rolling shutters. 659 Exceeding 10.00 sqm and upto 16.80 sqm in the area. 660 Extra for providing grilled rolling shutters manufactured out of 8mm dia.M.S. bar instead of laths as per design approved by Engineer-in-charge.(area of grill to be measured). 661 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) : 662 25 mm thick 663 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: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 664 15 mm cement plaster on the rough side of single or half brick wall of mix : 665 1:6 (1 cement: 6 coarse sand) 666 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 667 6 mm cement plaster of mix : 668 1:3 (1 cement : 3 fine sand) 669 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. 670 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 671 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 672 Two or more coats on new work including priming coat of ordinary paint approved brand. 673 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 674 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 675 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65mm. 676 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 677 In 75x75 mm deep chase 678 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. 679 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 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) : For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 680 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 PVC / neoprene gasket required (Fittings shall be paid for separately). 681 Powder coated aluminium (minimum thickness of powder coating 50 micron) 682 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 683 GUARD ROOM 684 Carriage of good earth by mechanical transport including loading, unloading and stacking 685 (upto 20KM) 686 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-incharge. 687 All kinds of soil 688 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. 689 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 690 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 691 Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 692 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 693 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 694 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 695 Centring and shuttering including strutting,propping etc. and removal of form for 696 Foundations, footings, bases of columns etc. for mass concrete. 697 Suspended floors, roots, landings, balcnies and access platform. 698 Shelves (Cost in situ) 699 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 700 Columns,Pillars, Piers, Abutments, Posts and Struts 701 Edges of slabs and breaks in floors and walls Under 20 cm wide 702 Weather shade, Chajjas, corbels etc., including edges 703 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 704 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 705 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 accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 706 All works upto plinth level 707 Concrete of M25 grade with minimum cement content of 330 kg /cum 708 All works above plinth level upto floor V level 709 Concrete of M25 grade with minimum cement content of 330 kg /cum 710 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 711 300 mm dia piles 712 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 713 300 mm dia piles 714 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 715 Cement mortar 1:6 (1 cement : 6 coarse sand) 716 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 717 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: 718 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 719 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 720 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): 721 Rectangular or square. 722 Providing & Fixing decorative high pressure laminated sheet of plain / 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. 723 1.0 mm thick 724 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 725 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 726 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 727 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 728 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 729 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 730 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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., complete. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 731 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. Size of Tile 600 x 600 mm 732 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 to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade 733 Area of slab upto 0.50 sqm 734 Area of Slab over 0.50sqm 735 Extra for providing edge moulding to 18mm thick marblestone counters, Vanities etc. including machine polishing to edge to give high glossfinishetc.completeasper designapprovedbyEngineer-in-Charge. 736 Granite work. 737 Extra for fixing marble /granite stone over and abovecorresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 738 15 mm cement plaster on the rough side of single or half brick wall of mix : 739 1:6 (1 cement: 6 coarse sand) 740 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 741 6 mm cement plaster of mix : 742 1:3 (1 cement : 3 fine sand) 743 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. 744 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 745 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 746 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade. 747 Two or more coats on new work including priming coat of ordinary paint approved brand. 748 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 749 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 750 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 751 12.5 mm thick tapered edge gypsum moisture resistant board 752 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 753 With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles 754 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 gsm/sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross T of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main T at 600mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-charge.GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 755 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65mm. 756 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 757 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. 758 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 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt 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, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and paneling to be paid for separately) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 759 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 PVC / neoprene gasket required (Fittings shall be paid for separately). 760 Powder coated aluminium (minimum thickness of powder coating 50 micron) 761 Providing and fixing 6 mm thick high performance toughened glass from approved manufacturer complete in all respects as per direction of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value (W/sq.m-K) 5.6, Visible light transmittance 0.43). The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 762 UNDER GROUND TANK (UGT) 763 Carriage of good earth by mechanical transport including loading, unloading and stacking 764 (upto 20KM) 765 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-incharge. 766 All kinds of soil 767 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 768 All kinds of soil (From 1.5 to 3 m depth) 769 All kinds of soil (From 3.00 to 3.50 m depth) 770 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. 771 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 772 Centring and shuttering including strutting,propping etc. and removal of form for 773 Foundations, footings, bases of columns etc. for mass concrete. 774 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 775 Suspended floors, roots, landings, balcnies and access platform. 776 Shelves (Cost in situ) 777 Lintels, beams, plinth bams, griders, bressumers and cantilevers. 778 Columns,Pillars, Piers, Abutments, Posts and Struts 779 Stairs, (excluding landings) except spiral-staircases 780 Edges of slabs and breaks in floors and walls 781 Under 20 cm wide 782 Weather shade, Chajjas, corbels etc., including edges 783 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 784 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 785 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 accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 786 All works upto plinth level 787 Concrete of M25 grade with minimum cement content of 330 kg /cum 788 All works above plinth level upto floor V level 789 Concrete of M25 grade with minimum cement content of 330 kg /cum 790 Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 791 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: 792 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 793 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 794 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): 795 Rectangular or square. 796 Providing & Fixing decorative high pressure laminated sheet of plain / 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. 797 1.0 mm thick 798 Providing and fixing approved brand and manufacture SS 304 Lever Handle D-type, 22mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 799 Providing and fixing approved brand and manufacture SS 304 grade SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 800 Providing and fixing approved brand and manufacture SS 304 grade Tower bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 801 Providing and fixing approved brand and manufacture SS 304 grade wall mounted door buffer fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 802 Providing and fixing approved brand and manufacture SS 304 grade Door Stopper - door mounted hanging type fixed with SS screws etc. complete in all respects as per manufacturers specifications & as directed by Engineer-in-charge. 803 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 804 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. 805 Hot finished welded type tubes 806 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) : 807 25 mm thick 808 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: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 809 Extra for pre finished nosing to treads of steps of Kota/Sand stone. 810 Extra for Kota/Sand flooring in treads of steps and risers using single length above normal size up to 2.00 metre . 811 Providing and fixing 1st quality ceramic glazed floor 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. 812 Providing and laying matt finished vitrified tile of size 300x300x9.8mm 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 20mm 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. 813 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. 814 12mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 815 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 816 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 817 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. 818 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 819 Painting with synthetic enamel paint of approved brand and manufacture of required color to give an shade.Two or more coats on new work including priming coat of ordinary paint approved brand. 820 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 821 Providing & fixing galvanized low carbon wire, anealed wire Chicken mesh formed by twisting two adjacent wires at least four times, forming a hexagonal shaped strong honeycomb mesh structure on joints of RCC & Brick work before plastering, of required gauge (not less than 21 gauge)and size with nails etc. complete as specified in drawing and as per the Direction of Engineer-in-charge. 822 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineering-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 823 In 75x75 mm deep chase 824 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. 825 Road Work 826 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 827 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 828 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 829 All kinds of soil 830 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 831 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 832 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 833 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBRValue-30 834 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 835 Providing and laying 400 micron thick PVC Sheet on WBM Surface complete as per direction of engineer-in-charge. 836 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 837 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) 838 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade A sealing compound conforming to IS: 1834. 839 Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete 840 New work (Two or more coats) 841 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line , level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without grooves (thickness of joints except sharp curve shall not be more than 5mm) including making drainage opening wherever required complete etc. as per direction of engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by engineer-in-charge). 842 FOOTPATH & STONE BENCHES 843 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-incharge. 844 All kinds of soil 845 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 846 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 847 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. 848 Thermo-Mechanically Treated bars of grade Fe-500D or more. 849 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 850 Providing and fixing 70 mm thick Lalitpur Grey sand stone over prefix sand stone legs including polishing, pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. 851 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 852 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 853 All kinds of soil 854 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 855 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 856 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 857 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBRValue-30 858 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 859 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. 860 HORTICULTURE & LANDSCAPING WORK 861 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 862 Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). 863 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : 864 Screened through sieve of I.S. designation 20 mm 865 Screened through sieve of I.S. designation 16 mm 866 Screened through sieve of I.S. designation 4.75 mm 867 Fine dressing of the ground 868 Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately). 869 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 870 Providing and laying Neelgiri/Korean grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. 871 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : 872 Holes 60 cm dia, and 60 cm deep. 873 Holes 45 cm dia, and 45 cm deep. 874 TREE PLANTS 875 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 876 Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 877 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. 878 Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge. 879 Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 880 Providing and stacking of Saraca indica (Sita Ashok) of height 105-120cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 881 GROUND COVERS PLANTS 882 Providing and stacking of Tradescantia, full of leaves in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge. 883 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 884 Providing and stacking of Syngonium golden of height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 885 SHRUBS AND PERINNIAL HERBS 886 Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. 887 Providing and stacking of Cassia biflora of height 90-105 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. 888 Providing and stacking of Ficus panda of height 60-75 cm, with 8-10 branches, and healthy foliage, bushy in big size HDPE bag as per direction of the officer-in-charge. 889 CREEPER PLANTS 890 Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 891 Providing and stacking of Clerodendrum splendens of height 30 cm to 45cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 892 FURNITURE AND FURNISHINGS 893 Cafe Table, S.S. Pipe Frame, PLPB Edge Banded Top, 38mm Thick, Size in mm - 900mm (Dia.) 894 Café Chair, PP Seat & Back 895 DiningTable, Powder Coated + Chrome Plated Pipe Frame, PLPB Edge Banded Top, 25mm Thick, Size in mm - 1500 X 900 896 Medium Back Chair, PU Arms, Silver Powder Coated Pipe Frame,Gas Lift, Powder Coated Base, Seat Back Leatherite Tapestry. 897 Reception Table, Particle Board Top 898 2 Seater Sofa With Wooden Frame, Powder Coated Leg, Twin Colour Leatherette Tapestry Size in mm - 1180 (L) X 835 (D) X 785 (H) 899 Centre Table, 18mm PLPB Top, Annodize Aluminium Section Frame 900 Corner Table, MDF Top With Veneer Polish, MS Gold Finish Leg 901 1 Seater Sofa With Wooden Frame, Powder Coated Leg, Twin Colour Leatherette Tapestry Size in mm - 810 (L) X 835 (D) X 785 (H) 902 Medium Back Chair, Wooden Frame, Cushion Arm, Synchro Knee Tilt, Gas Lift, Aluminium Base 903 Visitor Chair, Wooden Frame, Cushion Arm, Chrome Plated pipe stand 904 Executive Table, PLPB Top, Flaper Box, Extruded Aluminium Profile 905 Conference Table, Particle Board Edge Banded Top 906 Medium Back Chair, PP Cushion Arm, Swivel Tilt, Gas Lift, Nylon Base 907 Executive Table, Particle Board Top, Fixed Metal Pedestal, Metal Frame, Powder Coated 908 Visitor Chair, Cushion Arm, PU Moulded Seat Back, Chrome Plated Pipe stand 909 Bunk Bed, CRCA Pipe Frame, Powder Coated, PPCP Shoes, With 12mm Plywood, Without Mattress Uppder Size- 1950 X 965 Lower Size- 1950 X 1250 910 Study Table, Particle Board Top, MS Powder Coated Legs 911 METAL BED 912 WARDROBE WITH MIRROR ,PLPB BOARD 913 SUBHEAD I-EARTHING 914 Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8 SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. 915 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 916 Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and two earthing lead of two no. 8 SWG copper wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and copper wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. complete in 917 all respects. 918 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 919 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 920 50 sqmm3.5 core 921 6 sqmm3 core 922 6 sqmm2 core 923 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 924 50 sqmm3.5 core 925 6 sqmm3 core 926 6 sqmm2 core 927 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 928 50 sqmm 929 GST Extra as per applicable

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