Tender For 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 B, Chitrakoot-Uttar Pradesh

TDR : 49621678

Tender Notice
BOQ

Expired

Chitrakoot , Uttar Pradesh

Tender Brief : Tender For 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 B

Document Fees
₹ 17700 /-

EMD
₹ 1801000.0 /-

Tender Value
Refer document

Submission Date
20-06-2025

Competition Type
Indian

Bidding Type
Tender

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1	Construction of Main Location For T.F.C. Ram Van Gamanat District Chitrakoot (U.P.)
2	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 hardware\"s 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 manufacturer\"s 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 manufacturer\"s 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 manufacture\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
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 fireman\"s 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

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Tender For 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 B, Chitrakoot-Uttar Pradesh

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Tender For 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 B, Chitrakoot-Uttar Pradesh

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