Tender For Construction Of Zone - A(National Stadium & Multisports Complex) In C Us Of Integrated Development & Master Planning Of Goral Chour Area, Ch Awat, Uttarakhand, Champawat-Uttarakhand

TDR : 55181452

Tender Notice
BOQ

19 Days Left

Champawat , Uttarakhand

Tender Brief : Tender For Construction Of Zone - A(National Stadium & Multisports Complex) In C Us Of Integrated Development & Master Planning Of Goral Chour Area, Ch Awat, Uttarakhand

Document Fees
₹ 11800 /-

EMD
₹ 11497000.0 /-

Tender Value
₹ 89.96 Crore /-

Submission Date
12-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	DSR - 2.6.1Earth 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 for all lift, as directed by Engineer-in-charge. All kinds of soil.
2	DSR - 2.7.1Earth 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 excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock
3	DSR - 2.26.1Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil
4	BELOW GROUND 1.5 TO 3.00 M
5	BELOW GROUND 4.50 TO 6.00 M
6	DSR - 2.26.2Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.Ordinary or Hard Rock
7	BELOW GROUND 1.5 TO 3.00 M
8	BELOW GROUND 4.50 TO 6.00 M
9	DSR - 1.1.2Carriage of material Disposal of Earth by mechanical transport including loading, unloading to 5km.
10	DSR - 2.34.1Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
11	DSR - 2.35.3.1Diluting and injecting chemical emulsion for POST-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
12	DSR - 4.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
13	DSR - 4.1.31:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) UNDER WOODEN FLOORING
14	DSR - 4.1.81:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
15	DSR - 4.17Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
16	DSR - 5.22.6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. And above PL LVL.Thermo-Mechanically Treated bars of grade Fe-500D or more.
17	DSR-5.33Providing 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 1S: 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.
18	DSR-5.33.1.2All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum
19	DSR-5.33.2.2All works above plinth level upto floor V level. Concrete of M30 grade with minimum cement content of 350 kg /cum
20	DSR-5.35Add for using extra cement in the items of design mix over and above the specified cement content therein.
21	DSR - 5.9Centering and shuttering including strutting, propping etc. and removal of form for :
22	DSR - 5.9.1Foundations, footings, bases of columns, etc. for mass concrete.
23	DSR - 5.9.2Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
24	DSR - 5.9.3Suspended floors, roofs, landings, balconies and access platform.
25	DSR - 5.9.4Shelves (Cast in situ)
26	DSR - 5.9.5Lintels, beams, plinth beams, girders, bressumers and cantilevers
27	DSR - 5.9.6Columns, Pillars, Piers, Abutments, Posts and Struts.
28	DSR - 5.9.7Stairs, (excluding landings) except spiral-staircases.
29	DSR - 5.9.8Weather shade, Chajjas, corbels etc., including edges
30	DSR - 5.9.16.1Edges of slabs and breaks in floors and walls Under 20 cm wide
31	DSR - 5.9.17Comices and mouldings
32	DSR - 5.44.3Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical locations in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall conform to ASTM 6063).Floor Joint of 200 mm gap
33	DSR- 5.45.3Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063.) Wall Joint of 200 mm gap
34	DSR - 6.1.2Providing designation 75A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening material, raking out joints to 15 mm depth, cutting, taxes and royalty all complete as per building specification and direction of E/I. Cement mortar 1:6(1 cement : 6 coarse sand)
35	DSR - 6.4.2Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
36	DSR - 6.13.2Half brick masonry with common burnt clay F.P.S. (non modular) bricks of V class designation 7.5 in superstructure above plinth level up to floor level. Cement mortar 1:4 (1 cement :4 coarse sand)
37	DSR-6.15Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
38	DSR-8.2.2.2Providing and fixing 18mm thick gang saw cut ( premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 Sqm.( For Counter)
39	DSR - 8.4Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning etc. complete.
40	DSR - 8.5Extra 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 edge etc. complete.
41	DSR - 9.21Providing 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:
42	DSR - 9.21.135 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
43	DSR - 9.21.325mm thick (for cup board) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws
44	DSR-9.23Extra 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).
45	DSR - 9.96Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
46	DSR - 9.96.1300x16 mm
47	DSR - 9.96.2250x16 mm
48	DSR - 9.97Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
49	DSR - 9.97.2250x10 mm
50	DSR - 9.97.4150x10 mm
51	DSR - 10.15.1 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
52	DSR - 9.84Providing 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 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
53	DSR-9.100Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
54	DSR-9.100.1125 mm
55	DSR-9.100.2100 mm
56	DSR-9.101.01Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper
57	DSR-9.103Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
58	DSR- 9.48.2Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
59	DSR- 9.7.7Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Float glass panes
60	DSR- 9.7.7.14 mm thick glass pane (weight not less than 10kg/sqm).
61	DSR- 9.7.7.25.0 mm thick glass panes (weight not less than 12.50 kg/sqm).
62	DSR-9.127.2Providing & 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. 1. mm thick
63	DSR 9.136Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately).
64	DSR 9.137Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately).
65	DSR 9.138Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 60 minutes of fire resistance both integrity & radiation control (EW60) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.
66	DSR 9.139Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete.
67	DSR - 10.28Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
68	DSR - 9.147.A4.2 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to 1S: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m).
69	DSR - 9.152Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete.
70	DSR - 9.153Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete.
71	DSR - 11.26Kota 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) :
72	DSR - 11.27Providing and laying 25 mm. thick kotah stone tile in risers of steps, skirting and pillars of approved size, texure and colour laid over 12 mm. thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to matched the shade of the slab including rubbing to granolithic finish with approved quality.
73	DSR - 11.40Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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/ sgm including pointing the joints with white cement and matching pigments etc., complete.
74	DSR - 8.31Providing and fixing Ist quality ceramic glazed wall tiles conforming to 1S: 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.
75	DSR - 11.41A.2.1Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size .Size of Tile 600x600 mm
76	DSR - 11.48.2Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm
77	DSR- 11.56.1Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent
78	NSI ITEM-Providing and installation of MFMA Maple Wooden flooring of 21mm thickness on pine runners and 10mm rubber cushion pads
79	DSR-11.24Extra for pre finished nosing to treads of steps of marble stone.
80	DSR-11.25Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.
81	DSR-16.90Providing and laying tactile 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 (1cement : 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.
82	DSR - 16.75Providing 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).
83	DSR - 11.4 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
84	DSR-12.21Providing and laying gola 75x75mm in cement concrete M15 grade including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75x75 mm deep chase.
85	DSR 12.22Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
86	DSR - 12.45.1Providing 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 :12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks)
87	DSR 12.53Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size (24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/mK.
88	DSR 12.57Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held in position by criss crossing Gl wire etc. complete as per directions of Engineer-in-Charge.
89	DSR 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
90	DSR 12.1.1Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m?
91	DSR - 13.1.212 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
92	DSR 13.5.215 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
93	DSR - 13.22Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
94	FROM 10 M TO 13 M
95	FROM 13 M TO 16 M
96	DSR - 13.16.16 mm cement plaster of mix: 1:3 (1 Cement : 3 Fine Sand)
97	DSR 13.24.2Extra for plastering done on moulding, cornices or architraves including neat finish to line and level:In two coats
98	DSR - 5.30Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
99	DSR -13.80Providing 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.
100	DSR -13.41.1Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/liter, of approved manufacturer and of required shade and colour all complete to achive 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
101	NSI Item-ACP CLADDING: Providing cutting, bending and fixing of Aluminium Composite Panel of cladding of approved make like VIVA/ Alucobond/Alpolic make (as per technical specification) external façade of size as shown in drawings at all heights and elevation including necessary either curved or straight or circular in plan. The aluminum composite panel of fire rated class B, S1 d0 as per test standard EN 13501-1 Grade having minimum total thickness of 4mm. The panel shall be designed with the reinforced behind to meet the required structural design and deflection criteria. The panel shall be designed with the cleats to allow temperature variance and surface temperature differentials due to ambient temperature differential without causing any effect on flatness of the panel. The Aluminum Composite Panel total 4mm thickness comprising of Aluminum skin of minimum 0.50mm with Kynar 500 based fluorocarbon paint finish + 3.0mm thick core material (Min 70% non-combustible inorganic material and 30% virgin polymer) + 0.50mm aluminum skin with service coat bound together with co extrusion process. Weight should be 7.5 Kg/M² ±5%. ACP aluminum outer skin and inner skin should confirm to alloy 3105 series grade and H-16 temper with minimum mechanical properties as per given values. The thickness shall be minimum 0.50mm thickness and PVDF shall be add-on to this thickness. Surface of the ACP be finished with Kynar-500 based PVDF coating (Polyvinylidene Di Fluoride) on the topside with minimum 24 microns thickness and a service coating on the reverse side. The top coat surface shall comply with the specification for coated coil coating association). The coating shall confirm to AAMA 2605 for exterior grade finish. All the vertical and horizontal section grooves and peripheral gaps shall be sealed with approved grade sealant (non staining) weather silicone (Wacker or Dow Corning) to make the entire system integrated with the stone cladding surface of the entrance vestibule and also make the system airtight and watertight.
102	DSR - 13.62.1Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (On steel work) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
103	DSR - 13.68.1French spirit polishing : Two or more coats on new works including a coat of wood filler
104	DAR-13.26Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
105	DAR-16.47Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.
106	DSR- 21.18Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, including all patch fittings all complete as per drawings, direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately).
107	DSR- 25.1Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in- Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK
108	DSR- 25.2Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:a)Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating. principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in charge.The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per theArchitectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Note:- 1.The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.
109	Note:- 1.The cost of providing extruded aluminium frames, shadow\ boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. PerformanceTesting of Structural glazing systemTests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025.1. Performance Laboratory Test forAir Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr2 . Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml.3. Dynamic Water Penetration (50pa to 1500pa) as perAAMA 501.01- 05 testing method for a range upto 2000 ml4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as per AAMA501.4- 09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml
110	DSR- 25.3Providing, assembling and supplying visionglass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm
111	DSR- 25.4Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin-Charge.
112	DSR-22.3Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
113	DSR-22.23Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
114	DSR-22.23.1For vertical surface two coats @ 0.70 kg per sqm
115	DSR-22.23.2For horizontal surface one coat @1.10 kg per sqm.
116	DSR - 26.8Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size underdeck on ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorptions ≤ 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge.
117	DSR - 26.86.1Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/clerestory windows & desertory other Frames /Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.Frame size 45 x 70 mm
118	DSR - 26.89.2Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/ mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately)25 mm thick
119	NSI Item-Providing and fixing of Badminton net pole with outdoor and indoor utility with all complete as per direction of engineer incharge.
120	NSI Item-Providing and fixing of transparent acrylic material (for competition) basketball backstop without installation as per direction of engineer incharge.
121	NSI Item-Providing and fixing of table tanis as per direction of engineer incharge.
122	NSI Item-Providing and fixing of gym flooring with all complete as per direction of engineer incharge.
123	NSI Item-Providing & Installation of stadium chair all complete as per direction of engineer incharge.
124	DSR - 17.78Providing 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.
125	DSR - 17.7.8Providing & fixing white vitreous china wall mounted wash basin with C.I. brackets painted white, with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. a)White Vitreous China Wash basin size surgen type (660x460x200)mm Kohler (K-30520IN-0)
126	DSR - 17.31Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
127	DSR - 17.10.1.1Providing and fixing Stainless Steel AISI 304(18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherrerever required. Kitchen sink with drain board Size 510x1040 mm bowl depth 250mm
128	DSR - 17.8Providing 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.( K-26474IN-ER-0 kohler)
129	DSR - 8.10.2Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
130	DSR - 18.21.2.1Providing and fixing unplasticised PVC connection pipe with brass unions. 15 mm nominal bore
131	NSI Item-Providing and fixing Health faucet with white side spray, metal hose in polished chrome with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer - in- charge.(K-26474IN-ER-0 kohler/Roca/American standard)
132	NSI Item-Providing and fixing 2-way bib tap in polished chrome (kohler/Roca/ American standard) (a) 2-way bib tap ((K-25432IN-4-CP - Kohler)
133	NSI Item-Providing and fixing 2 handle wall mount kitchen mixer in polished chrome of approved quality conforming to IS standards and weighing not less than 690 gms. ( for sink)( K-37315IN-4-CP- kohler/Roca/ American standard) a) 15 mm nominal bore
134	NSI Item-Providing and fixing angle valve in polished chrome for basin mixer and gyser points of approved quality conforming to IS:8931 ( K-23515IN-4-CP kolhar/Roca/ American standard) a) 15 mm nominal bore
135	NSI Item-Pillar tap in polished chrome Basin Mixer with Popup Waste System. (K-72326IN-4-CP - kohler/Roca/ American standard)
136	NSI Item-Providing and fixing CP Brass diverter wall mixer of quality & make as approved by Engineer in charge. (For bath) 15 mm diameter
137	NSI Item-Providing and fixing 350mm bottle trap without drain in polished chrome of approved quality & make and as per the direction of Engineer-in-charge.( K-75823IN-CP kohler/Roca/American standard)
138	DSR - 17.71Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
139	DSR - 17.73.1Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.
140	DSR - 17.34.1Providing and Fixing Toilet Paper Holder: C.P. Brass
141	DSR - 17.35Providing & fixing drain pro pipe soil, waste and vent pipes. Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
142	DSR - 17.35.1.3a) 100mm dia centrifugally cast iron S & S pipe.
143	DSR - 17.35.2.3b) 75mm dia centrifugally cast iron S & S pipe.
144	DSR - 18.10.4Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. ( for wash basin waste ) 32mm dia nominal bore
145	DSR - 17.57AProviding and fixing shielded coupling for Hubless centrifugally cast iron pipe. Fitting of Drain pro Pipe.
146	DSR - 17.57A.1100 mm. SS 304 grade coupling with EPDM rubber gasket
147	DSR - 17.57A.2.1b)75mm. SS 304 grade coupling with EPDM rubber gasket
148	DSR - 17.37Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc.
149	DSR - 17.37.1a) for 100mm dia pipe.
150	DSR - 17.37.2b) for 75mm dia pipe.
151	DSR - 17.57Providing & fixing cast iron coller.
152	DSR - 17.57.1.2a) 100mm dia.
153	DSR - 17.57.2.2b) 75mm dia.
154	DSR - 17.60Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
155	DSR - 17.60.1.3a) 100mm inlet & 100mm outlet.
156	DSR - 17.60.2.3a) 100mm inlet & 75mm outlet.
157	DSR - 17.38Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.
158	DSR - 17.38.1.3a) 100mm
159	DSR - 17.38.2.3b) 75mm
160	DSR - 17.39Providing and fixing plain bend of required degree.Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
161	DSR - 17.39.1.3a) 100mm
162	DSR - 17.39.2.3b) 75mm
163	DSR - 17.43Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
164	DSR - 17.43.1.2100x100x100mm
165	DSR - 17.43.2.275x75x75mm
166	DSR - 17.44Providing and fixing centrifugaly cast iron single equal plain junction of required degree.
167	DSR - 17.44.1.3100x100x100mm
168	DSR - 17.44.2.375x75x75mm
169	DSR - 17.47.1.3Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75mm
170	DSR - 17.52.1.3Providing and fixing single unequal plain invert branch of required degree : 100x100x75mm
171	DSR - 17.55Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.)
172	DSR - 17.55.1.2a) 100mm
173	DSR - 17.55.2.2b) 75mm
174	DSR - 17.56Providing and fixing cast iron terminal guard.
175	DSR - 17.56.1.2100 mm
176	DSR - 17.56.2.275 mm
177	DSR - 19.2.1Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia
178	DSR - 12.41.2Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion.110 mm
179	DSR - 12.42Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.
180	DSR - 12.42.1.2Coupler 110 mm
181	DSR - 12.42.5.2Bend 87.5 degree. 110 mm
182	DSR - 12.42.6.2Shoe (Plain). 110 mm Shoe
183	DSR - 12.44Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
184	DSR - 12.43.2Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
185	DSR - 18.8Providing 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.
186	DSR - 18.8.115mm dia nominal outer dia pipes
187	DSR - 18.8.220mm dia nominal outer dia pipes
188	DSR - 18.8.325mm dia nominal outer dia pipes
189	DSR - 18.7Providing 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.Internal work-Exposed on wall
190	DSR - 18.7.432mm dia nominal bore
191	DSR - 18.7.540mm dia nominal bore
192	DSR - 18.7.650mm dia nominal bore
193	DSR - 18.17Providing and fixing gun metal gate valve with wheel of approved quality.
194	DSR - 18.17.232mm dia nominal bore
195	DSR - 18.17.340mm dia nominal bore
196	DSR - 18.17.450mm dia nominal bore
197	DSR - 18.17.565mm dia nominal bore
198	DSR - 18.18.3Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
199	NSI Item-Providing and fixing motorized butterfly valves the valve should be able to oprate with hot/cold water medium between 20---120 degree working temperature, the nominal pressure of the valve should be PN 16, leakage rate through the valve disc should be Rate-A Bubble tight to EN1266-1 with integrated flange sealing should ensure positive connection of the valve body seat ring and valve disc and provide a complete isolation of the media from the body. The disc casting should be precision machined and should give a smooth and close disc-to-seat relationship. The stem bearing should comprise of non corrosive PTFE bushing to completely isolate the valve seat from the body, resulting in increase control of the valve disc, lower valve seating torque and longer valve life. The disc should be stainless steel to offer a good corrosion resistance, superior resistance to a broad range of chemical enviorments as well as very low co-efficient of friction and excellent resistance to impact and ultra-violet radiation. For temperatures and rust proof operation the valve disc should be stainless steel material. (Make: Belmio) 50 mm nominal bore
200	NSI Item-Supply of wall hanging drinking online water cooler with bottle filler facility, made by stainless steel top and heavy duty galvanized steel frame. With cooling capacity, ADA Compliant, size 472 mm Depth X 447mm width, flexible bubbler guard , operated between 50 to 120 PSI, Chiller unit Suitable to R134a Refrigerant, Adjustable thermostat control, suitable for 220-230v/50-60 hz A/C Supply Complete with all accessories which include MD-CU29, which is an EPA registered antimicrobial copper that fights off microorganisms which include MRSA and e-coli. The water Fountain shall possess NSF-USA, Green building, energy star saving certification, and to be placed at different location of buidling. As per Enginner Incharge- Make Oasis/ Filtrin/ Eureka Forbes
201	DSR - 16.1Preparation 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 earthwith lead upto 50 metres.
202	SOR Item-4-1-A-2Granular Sub-base with Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )for grading- II Material
203	SOR Item-4-9Wet Mix Macadam laying Using Mechanical Paver (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub - base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
204	SOR Item-5-1-4Prime Coat over WMM/WBMProviding and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
205	SOR Item-3-3-2Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.)
206	SOR Item-52-2Tack Coat on Cement concrete pavement (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)
207	SOR Item-3-4-1Bituminous Concrete Grading -I (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
208	SOR Item-A - 5.09 Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)Case - I : Type A
209	NSI Item-SYNTHETIC SURFACE:Providing and installation of World Athletics Approved Synthetic Track of minimum 15mm thickness with Full PUR - Full EPDM in all three layers.
210	SOR Item-2-1Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock
211	SOR Item-8-3-1-AExcavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 Extra for Every Additional Lift of 1.5 m or Part thereof
212	SOR Item-8-3-4Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.Extra for Every Additional Lift of 1.5 m or Part thereof
213	SOR Item-3-3Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil)
214	SOR Item-3-15-2Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet equirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
215	SOR Item-11-2-1Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
216	SOR Item-2-2Providing 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)
217	DSR Item-16.2Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
218	DSR Horti. (10005)Bermuda Grass or Doob Grass
219	SOR Item-PM0015Stone Aggregate (Single size) : 06 mm nominal size
220	SOR Item-PM0015Stone Aggregate (Single size) : 10 mm nominal size
221	DSR- 7189U-PVC pipes110 mm dia
222	SOR Item- 6-4Providing 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-incharge. (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).
223	DSR- 16.45Providing 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.)
224	DSR- 16.46.1Providing 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.
225	NSI item-Stag Steel Portable with wheels Football Goal Post
226	NSI item-Spray pop up Sprinkler's
227	DSR Item- 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
228	DSR Item- 2.25Filling 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 and for all lift.
229	DSR - 5.33.1.1Providing 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 1S: 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. All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum
230	DSR - 10.25.2Steel 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. In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.
231	DSR - 13.48.3Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
232	DSR - 18.9Providing 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.External work. 100 mm nominal dia Pipes
233	DSR - 26.16Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2 mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm charecteristic opening size (O90) of 110 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.
234	DSR - 14.92Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch byheating the membrane by Butane Torch as per manufactures recommendation.
235	SOR Item- A-8.01Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409). Using Concrete Batching and Mixing PlantPCC M20 for Kerb (Cast in Situ)
236	DSR - 2.27Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
237	SOR Item- 4-1-A-2Granular Sub-base with Graded Material (Table:- 400-1)Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )for grading- II Material
238	SOR Item- 6-01Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 Sub base sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
239	SOR Item- 6-4Providing and laying C.C. pavement of mix M-30 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).
240	DSR - 2.25(a)Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
241	DSR - 2.54Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge.
242	DSR - 2.55Providing and applying anti termite treatment of infected trees i/c all branches/leaves by spraying chemical emulsion 0.5% (Chlorpyriphos 20% EC) concentration through power spray machine (@ 100 ml Chlorpyriphos per tree i/c cost of chemical) and as per direction of officer-in-charge.and as per direction of officer-in-charge.
243	DSR - 2.56Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge.
244	SOR Item-11-01 Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately))
245	SOR Item-11-02Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed)Screened through sieve of I.S. designation 20mm
246	SOR Item-11-03Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod (Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm)
247	SOR Item-11-04Maintenance of Lawns or Turfing of Slopes (Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc)
248	SOR Item-11-05Turfing Lawns with Fine Grassing including Ploughing, Dressing (Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of0.6 cum per 100 sqm)
249	SOR Item-11-06Maintenance of Lawns with Fine Grassing for the First Year
250	SOR Item-11-07Planting Permanent Hedges including Digging of Trenches
251	SOR Item-11-07(a)Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart.
252	SOR Item-11-07(b)Maintenance of Hedge for one year
253	DSR - 7.36Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge
254	DSR - 7.88Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.
255	DSR - 7.65Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge.
256	DSR - 5.12Providing 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.
257	DSR - 7.69Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in charge.
258	DSR - 7.55Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.
259	DSR - 7.1Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge.
260	DSR - 7.23Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer in-charge
261	DSR - 7.9Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge
262	DSR - 4.6Providing and Displaying Asiatic lilly hybrid variety (3 in one) in each pot having in full bloom 3 to 5 flowers 30 to 45 cm ht. well developed in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.
263	DSR - 5.35Providing and Displaying Latania Rubra Palm well developed with fresh & healthy foliage 150 to 180 cm ht. with 6 to 7 leaves in big 35 cm Cement Pot as per direction of the officer-in-charge.
264	DSR - 8.36Providing and stacking of Hibiscus rosasinensis of height 60-75 cm. with 5-6 branches in p.bag of size 25 cm as per direction of the officer-in-charge.
265	DSR - 5.44Providing and Displaying Washingtonia filifera palm well developed 90 to 105 cm ht. having 5 to 6 straight fresh and healthy leaves in 35 cm Cement Pot as per direction of the officer-in-charge.
266	DSR - 3.8Providing and displaying of Aglaonema Silver Queen having 30 cm to 45 cm. ht. with 12 to 15 leaves, multi suckers, fresh and healthy leaves, well developed in 25 cm dia Earthen pot/Plastic pot & as per direction of the officer-in-charge.
267	DSR - 7.14Providing 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.
268	DSR - 8.2Providing and stacking of Bauhinia tomentosa (yellow) of height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.
269	DSR - 7.52Providing and stacking of Magnolia grandiflora of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in charge.v
270	SOR Item-11-09 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)
271	SOR Item-11-11Supply at Site Well Decayed Farm Yard Manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking)
272	SOR Item-11-20Tree Guard with MS Angle Iron and Steel Wire (Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together)
273	DSR Item- 2.1Earth 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
274	SOR Item-11-4-1-11:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
275	SOR Item-8-01Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409).Using Concrete Batching and Mixing Plant. PCC M20 for Kerb (Cast in Situ)
276	SOR Item-14-16Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
277	SOR Item-4-1-A-2Granular Sub-base with Graded Material (Table:- 400-1)Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ). for grading- II Material
278	SOR Item-11-4-1-1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
279	SOR Item-6-A Providing and laying C.C. pavement of mix M-30 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).
280	SOR Item-5-10Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.
281	SOR Item-2-21:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
282	SOR Item-12-7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. And above PL LVL.Thermo-Mechanically Treated bars of grade Fe-500D or more.
283	SOR Item-12-08G(11)Concrete of M30 grade with minimum cement content of 350 kg /cum
284	SOR Item-13-05G(1)Concrete of M30 grade with minimum cement content of 350 kg /cum
285	DSR-5.33Providing 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 1S: 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.
286	DSR- 5.33.2.2All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum
287	DSR - 13.2.215 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 fine sand)
288	DAR-13.46.1Finishing 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
289	SOR Item- 2-22-AClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
290	SOR Item- 3-5-3Earth 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 for all lift, as directed by Engineer-in-charge. All kinds of soil.
291	SOR Item- 3-8-3Earth 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 for all lift, as directed by Engineer-in-charge. Ordinary rock
292	DSR - 5.14 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
293	DSR- 9.1.2Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). etc. (WOODEN CARVING) Saal wood
294	DSR 12.26.1Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). (FIBER BOARD BELOW TILE) 6 mm thick Cement fiber board, Type-B, Category-lll as per IS: 14862 : 2000
295	DSR - 12.20 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.
296	DSR - 12.49 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately).
297	DSR - 13.1118 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).
298	DAR-13.47.1Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
299	DSR - 13.62.1Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (On steel work) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
300	DSR 1.10.3Wiring 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 medium class PVC, 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.
301	DSR 1.11Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC, 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.
302	DSR 1.55.3 Wiring for group controlled (looped) light point / fan point / exhaust fan point/ call bell point (without independent switch etc.) with1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.-group-C
303	DSR 1.14Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC as required.
304	DSR 1.14.12 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
305	DSR 1.14.22 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
306	DSR 1.14.32 X 4 sq. mm + 1 X 4 sq. mm earth wire
307	DSR 1.14.42 X 6 sq. mm + 1 X 6 sq. mm earth wire
308	DSR 1.14.94 X 6 sq. mm + 2 X 6 sq. mm earth wire for floor panel to L- DB
309	DSR 1.14.104 X 10 sq. mm + 2 X 6 sq. mm earth wire for floor panel to L- DB
310	DSR 1.14.114 X 16 sq. mm + 2 X 6 sq. mm earth wire for floor panel to P-DB
311	DSR 1.31Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
312	DSR 1.32Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
313	DSR 1.24Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
314	DSR 1.24.6Telephone socket outlet
315	DSR 1.27Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
316	DSR 1.27.11 or 2 Module (75mmX75mm)
317	DSR 1.27.46 Module (200mmX75mm)
318	DSR 1.27.58 Module (125mmX125mm)
319	DSR 1.27.612 Module (200mmX150mm)
320	DSR 1.25Supplying 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.
321	(DSR Civil-2023 vol 1, Item no. 10.18) 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.
322	DSR 1.21Supplying and fixing of Following sizes of PVC conduit along with the accessories like Junction boxes, bends, socket, fish wire etc. on surface/recess with M.S. Clamps, nuts and bolts including cutting of the wall and making good the same in case of recessed conduit as required. for LV
323	DSR 1.21.120mm
324	DSR 1.21.225mm
325	DSR 1.21.332mm
326	DSR 1.21.440mm
327	DSR 1.18Supplying and drawing following pair, 0.5 sq.mm. FR PVC insulated copper conductor, unarmoured telephone cable in existing surface/ recessed steel/ PVC conduit as required.
328	DSR 1.18.22 pair Telephone cable ( 0.5 sq.mm. )
329	DSR 1.53Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.
330	DSR 1.53.11 run of cable
331	DSR 2.4Supplying 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)
332	DSR 2.4.14 way (4 + 12), Double door
333	DSR 2.4.26 way (4 + 18), Double door
334	DSR 2.4.38 way (4 + 24), Double door
335	DSR 2.5Supplying 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 used where 3 phase outlets are required.)
336	DSR 2.5.28 way (4 + 24), Double door
337	DSR 2.10Supplying and fixing upto following amps rating, 240/415 volts, “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.
338	DSR 2.10.1Single Pole
339	DSR 2.10.3Double Pole
340	DSR 2.14Supplying 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. asrequired.
341	DSR 2.14.240A
342	DSR 2.14.363A
343	Non Schedule ItemsSupplying and fixing upto following amps rating, 240/415 volts, “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.
344	63A FP MCB
345	40A FP MCB
346	DSR 2.11Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
347	DSR 2.3Supplying 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)
348	DSR 2.3.312 way double door
349	Non Schedule ItemSupply of lighting fixtures of recessed/surface mounted 15W LED Round Downlighter luminaire.
350	Non Schedule ItemSupply of lighting fixtures of recessed/surface mounted 12W LED Round Downlighter luminaire.
351	Supply of recessed 2x2 36W Tile Light
352	Supply of 20W LED tubelight
353	Supply of 10W LED BulK head Fitting.
354	DSR 19.1Supply, 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, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air deliveryminimum 210 Cum/Min , 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 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
355	Supplying of Heavy Duty Exhaust Fans
356	300 mm, 1400 RPM
357	Supply of 100W Flood Light
358	DSR 15.2Supplying,installation,testing and commissioning of Passive Infrared(PIR) technology based occupancy sensor with day light dimming(lighting level shall be regulated as per availability of natural day light in an area along with occupancy detection.) having high preformance, regulating programmable type, suitable for connected load upto 10Amp , for mounting height up to 2.8 mtr and for 5 m diameter coverage area along with necessary fixing arrangements i/c programming at site etc.complete as required.
359	DSR 1.41Installation, testing and commissioning of pre-wired,fluorescent fitting / compact fluorescent fitting/ LED Light fitting of all types,complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc.as required.
360	DSR 1.33Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.(for Tubelight, Fans, Exhaust Fans)
361	DSR 1.45Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FRLS PVC insulated, copper conductor, single core cable,including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
362	DSR 1.50.1Installation, testing and commissioning of exhaust fan up to 450 mm sweep in the existing opening,including making the hole to suit the size of the above fan, making good the damage complete , connection , etc as required.-M/C ROOM & PUMP ROOM
363	DSR 1.51Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
364	DSR 1.49Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required.
365	DSR 5.2Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
366	DSR 5.4Earthing 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 metre long etc. with charcoal/ coke and salt as required.
367	DSR 6.14Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.
368	DSR 5.15Supply and Installation 25 mm x 5mm G.I. strip on surface or in recess for connection etc as required.
369	DSR 5.14Supply and Installation 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
370	DSR 5.17Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
371	DSR 5.16Supply and Installation 6 SWG G.I. wire on surface or in recess for loop earthing as required.
372	DSR 5.2Supply and Installation earth bus of 50 mm X 5 mm copper strip on surface for connections etc. as required.
373	DSR 4.6Supplying 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
374	DSR 4.6.2150 mm width X 50 mm depth X 1.6 mm thickness
375	DSR 4.6.4300 mm width X 50 mm depth X 1.6 mm thickness
376	DSR 4.6.6450 mm width X 50 mm depth X 2.0 mm thickness
377	DSR 4.6.7600 mm width X 50 mm depth X 2.0 mm thickness
378	DSR 2.21Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
379	DSR 2.22Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single Red colour on front side as required.
380	DSR Civil 2023 vol 2 18.34Constructing 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 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including 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 :
381	DSR Civil 2023 vol 2 18.34.1With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
382	DSR 14.16Supplying 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.
383	DSR 14.16.163 mm dia (OD-63 mm & ID-51 mm nominal
384	DSR 14.16.290 mm dia (OD-90 mm & ID-76 mm nominal)
385	DSR 14.16.5200 mm dia (OD-200 mm & ID-175 mm nominal)
386	Supply , Installation, Testing & Commissioning of street light 90 W LED with complete with pot optic reflector including connection with 3x2.5sq.mm single core PVC insulated copper conductor cable from junction box to fixture as required
387	Supply , Installation, Testing & Commissioning of flood light 120 W LED with complete with pot optic reflector including connection with 3x2.5sq.mm single core PVC insulated copper conductor cable from junction box to fixture as required similar to MF FL LED 401 (EC) / Oriant
388	Supply, Installation, Testing and Commissioning of 202x238x111 (KVPC) Polycarbonate thermoplastics enclosure - junction box with I.P - 65 Protection with cable hinged cover of approved design complete having gasket of internally embedded & made of polyeutherene & should be weather proof, rust proof, dust proof, water proof - box shall be tested as per IEC - 60670-2/60670-22. the box shall have self threaded holes & provision for mounting din rail. with 2 Nos cable gland including supplying & fixing crimping 2 nos lugs & 1 nos 32A connector 6 way for looping the incoming & outgoing cables and also connection of the street light one 6A SP MCB Including Connection of 2x6 sqmm Cable etc as Required
389	Supplying of 7.5 mtr long hot dip Galvanized octagonal Pole with top of the pole 70 mm dia (A/F) and bottom of the pole 135 mm dia (A/F) made out of 3mm sheet with MS base plate of size 225mm (NS) x 225mm (NS) x 16mm (NS) on precast RCC foundation complete with suitable size opening inside the pole with flush weather proof door with locking facility preferably with LN key having proper arrangement with Accommodating of 1 Nos. 6 Amp.,10 KA MCB & neutral link 4 way connector suitable for 25 Sqmm cable complete with electrically safe including inside cable termination with thimbles i/c wiring from pole box to fitting with 3x1.5 sq.mm. FRLS PVC insulated copper conductor wire, earth connection, din channel, earth stud and other accessories pertaining to this pole (But without street light fitting) etc as reqd.including providing & laying in position suitable RCC foundation as required for 6 mtr. octagonal hot dip Galvanized Pole as per Manufacturers drawing with 1:1.5:3 concrete (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) including excavation of all kind of earth such as all type of soil/soft rock or hard rock etc. as per existing site condition i/c providing, cutting, bending and placing reinforcement & J type foundation bolts , anchor plate and templates in position as per manufacturer Standard and Providing PVC Pipe for Cable Entry and Exits Including Disposal of Surplus Malba / Softrock / Hardrock Stone etc.as Required.
390	Supply, Installation, Testing, Commissioning of High Power LED Non Integral Sports Light Fixture with wattage 1200W suitable for mounting on 40 m High Mast tower including suitable remotely placed power supply ,luminaires shall be made of Single piece High Grade ADC 12 PDC Al alloy housing with extended heat sink eanabling Passive Cooling & offering a totally silent, robust, heat transfer , Injection moulded special cluster PC lens optics with standard 2x10 degree distribution ensuring low glare & best in class uniformity , corrosion resistant power coating using nano technology process , including all other accessories and mounting matching the following specifications : Optical Specifications : LED Make : Cree/Nichia/Lumiled with LED Chip wattage : >2W<=5W & L-70Life: 50000 Burning HoursCCT :5700K (tolerances on CCT: +/- as per ANSI C78:377A) & SDCM (Mac Adam ellipse): < 5CRI: >90 ,TLCI>90 . Minimum LPW : 120 lm /watt Electrical Specifications :Operating Voltage: 90-305V AC , High Efficient IP 67 electronic driver with Flicker free <1%Power Factor: > 0.95 , Efficiency >90% , THD: <10% , Inbuilt Surge Protection: >=6KV L-L & 10kV L-E , 20KV,10KA External SODMis Wiring , Short Circuit , Over Voltage & Under Voltage , Thermal Protections ,Open Circuit & Output failure protections,Mechanical Specifications : Cooling Mechanism : Fixture Housing should be made of SIngle Piece Pressure Die Cast with Passive cooling IP Rating: IP66IK Rating: IK08Fixture weight : Not more than <20 kgs including cradle Make : Lighting technologies / Musco / Halliday / Thorn Lighting
391	Supply, installation, testing and commissioning of 40 M height upto bottom of head frame high mast system with its accessories, Mast shaft shall be in multi sections, hot dip galvanised and suitable for wind velocity as per IS 875. It shall also include accessories forhighmast including Fix head frame and working plateform, suitable for LED Flood light luminaire symmetrically /asymmetrical and its control gear boxes for acheiving suitable Avg. lux along with other lighting parametes like uniformity , Glare etc. as specified in tender & lightning protective finial with power cable, LED aviation light. Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates and Design and casting of suitable shallow foundation with M-25 concrete for the high mast considering the safe soil bearing capacity at site as 10 T/Sqmtr at suitable depth. The high mast have provision for accommodate man rider unit complete as required.
392	Supply, installation, testing and commissioning Power Lift/Man raider for accessing head frame unit for maintenance of the Mast and luminaries with an SWL of 300 KG as reqd i/c supplying & fixing of following accessories includingconnection, testing etc. as read.
393	Feeder Panel cum Driver Rack - 1 Nos. Each High Mast
394	Driver Rack - 1 Nos. Each High Mast
395	SITC of bollard lights
396	Supply & Fixing of External Lightning Protection System as per IS/IEC 62305 & NBC 2016
397	SITC of single spike air terminals of 16 mm dia. & 1000 mm length as required and as per site conditions. The air terminal shall be manufactured with aluminium & shall be as per IEC 62561-2. The air terminal shall be fixed with base plate arrangement.
398	SITC OF Roof Conductor for Parapet : Supply of 8 mm dia aluminium round conductor for air termination network at parapet and for making mesh at terrace level and shall meet the requirement of IEC 62561-2.
399	SITC OF of Parapet Conductor holder OF Gun metal for holding of 8 mm dia. round conductor (for RCC roof).
400	SITC of Universal Connector for T Connection making straight, Tee & Cross joint of 8 mm Aluminium Conductor to 8 mm dia Aluminium conductor on parapet wall, roof and vertical facade of masonery / glass / metallic work.
401	SITC of Cross Connector for making Cross joint of 8 mm Aluminium Conductor to 8 mm dia Aluminium conductor on parapet wall, roof and vertical facade of masonery / glass / metallic work.
402	SITC Of Straight Connector for connection 8 mm Al conductor. The connector should be SS
403	SITC of Expansion piece made of 8mm dia. Aluminium & as per IEC 62561-2 along with suitable connecting accessory. It shall be installed at every 20 mtr to maintain the flexibility to the conductor due to heat. .
404	EXPANSION PIECE CONNECTOR-
405	SITCof 8 mm dia aluminium round conductor for Down conductors to be installed on vertical wall, façade of masonary / glass / metalic work. It shall meet the requirements of IEC 62561-2
406	SITC of Down conductor holder for 8 mm round aluminium conductor of min distance between the wall to the conductor will be of 85 mm. The distance between each holder should be min of 1 mtr. Model similar to APSRCS50
407	Supply and installation of Test Clamp to disconnect the down conductor from the earth termination network for regular checks of the earth termination resistance value.
408	SITC of Lightning Strike counter LSC 7D for counting the number of lightning strikes without any power supply. The Counter should be mounted on the Down Conductor. The Lightning Counter should be IP 68 rated enclosure suitable for external application.
409	Compact Substation. 1600 KVA CSS. Supplying, of 11kV Outdoor Unitised Sub-Station shall be consisting of following HT Switchgear. 1 No.11kV, 21kA for 3 sec. Non-Extinsible Compact switchgear consisting of 1Nos. Fixed Manually Operated 630A Vacuum Circuit Breaker in SF6 insulated stainless steel enclosure along with below mentioned items. Interconnection between HT switchgear and transformer shall be using Al. unarmorured XLPE Cable.Each VCB Feeder consists of following:1 Set.Manual spring charging arrangement and manual close & open push buttons, ON / OFF indication.1 Set.Self powered O/C & E/F relay type CSDPR with single protection core cast resin type CT with 1.2VA,CL-5P10.1 No.Manually operated 630A load breaker switch with built-in earth switch having full making capacity.1 No.Mechanical position indicator. Switch ON/OFF/EARTHED.1 No.Live Cable Indication.1 No.Cable compartment cover interlocked with earth switch.3 Nos.Cable termination bushings suitable for 3 no. 1Cx 240 mm2 XLPE cable. 2 Set.Cable termination cover boots (Push on type). 1 No. Powerpack. TRANSFORMER. 1 No.3 phase 50 Hz 1600 kVA, 11KV /433V, DYn11, core type double wound with copper conductor oil immersed ONAN cooled Distribution Transformer with hermatically sealed corrugated tank arrangement having a no Load voltage ratio of 11 KV / 415V with top HT & LT Bushings. Tappings +10% to –15% in steps of 1.25% shall be provided at line end of HV winding. Changing of taps shall be carried out by means ON Load tap changing, .Losses are as per IS -1180 STAR 2) (RTCC Panel shall be adjusted in CSS)1 No.Oil temperature indicator. 1 No.Winding Temperature Indicator. 1 No. Bucholz Relay. LT Switchgear 415 V LT switchgear with 3000A Aluminium busbars. Interconnection between Transformer and LT Switchgear shall be using Aluminium Busbar.1 No.Incomer cum Outgoing :2500A, 4P, 50KA ACB with Micro Processor Based protection release for O/L,S/C & E/F Protection. Outgoing 1: 100A TPN, 25KA thermal Based release for O/L,S/C protection.Outdoor Enclosure.1 Set.Outdoor type enclosure having modular construction of Galvanised Sheet Steel in corrugated type wall design for better heat dissipation and providing robust construction. The Enclosure shall have IP54 degree of protection for HT & LT switchgear compartment & IP23 degree of protection for Transformer compartment. The enclosure exterior shall be painted with epoxy based powder paint ( colour RAL 7032 ). Each compartment will be provided with the door and pad locking arrangement. Doors of transformer compartment are fitted with Arc reflectors from the inside for providing better safety. The Compartment illumination lamp with door operated switch shall be provided for each compartment.complete as above
410	Medium Voltage Panel. NOTE: ALL ACBs ARE REQUIRED WITH SAFETY SHUTTER, UNDER VOLTAGE RELEASE / SHUNT TRIP. General Note for all Panels. The Panels/ Switch-boards shall be fabricated out of (load bearing member of 2mm and non load bearing member 1.6 mm thick) CRCA sheet steel, Compartmentised design, modular construction with Form 4b separation for Main Panels & 3b for remaining, Mounting Plates and Internal Partition shall be made of 1.6/2.0mm Aluzinc sheet for better heat dessipation clear space of 300mm or as approved shall be left at the bottom.The operating handle of the topmost switch shall not be higher than 1800mm from the finished floor and maximum height of panels shall not more than 2400mm.The Panel shall be Powder coated to paint of desired shadend in an approved manner. Undervoltage Relay (27), Reverse power RELAY (32) Inverse Definite minimum time overcurrent relay Overvoltage Relay (59) Trip Circuit Supervision Relay Master Trip RelayEmergency stop on Main Panel The LV Panels Load Bearing parts are made up of 14 SWG Steel enclosures and Internal partition shall be not less than 16SWG.MCCBs are proposed upto 630A rating and ACBs are proposed for 800A and above rating MCCBs with thermal magnetic release is proposed for rating upto 250 Amps and above 250 Amps MCCB’s shall be microprocessor based release. All incomers and Bus coupler panel door should be different colour coded for identification and mimic diagram in front of panel should be marks by reflector paints. All ACB terminals shall have vertical-vertical configuration for termination of incoming & outgoing bus links. All MCCB’s up to 630A shall be provided with rear stud type terminations.Space heater, Thermostat, On/Off switch, LED Lamp , Door operated switch.All ACBs shall have protection Releases with LSIG.All Multifunction meters shall communication on ethernet through ethernet ports and shall have % THD and individual harmonics till 15 order Mimic Diagram compulsary
411	SITC of TTA Indoor type Floor Mounted IP-54 MAIN PANELINCOMER:- (FROM 1600KVA TRANSFORMER) 1 Nos 2500A FP EDO ACB 50kA With Microprocessor Based Release (O/C,S/C,E/F) Protection & all Accessories in each :1 No Under Voltage Relay (27) 1 No Over Voltage Relay (59) 1 No Hooter 1 No. Multifunction Meter With RS-485 port 1 set C.T's 2500/5Amp , CL 0.5, 15VA for meter 1 set C.T's 2500/5Amp , CL 1.0, 15VA for APFCR 1 No A/M Selector switch 1 set Phase Indicating LED Lamps with backup MCB 1 ses ON,OFF,TRIP indicating LED Lamps with backup MCB.1 set Control SP MCB. 1 no emergency stop push button switch (to control whole panel) INCOMER:- (FROM 1010KVA DG). 1 Nos 1600A FP EDO ACB 50kA With Microprocessor Based Release (O/C,S/C,E/F) Protection & all Accessories in each : 1 No Under Voltage Relay (27) 1 No Over Voltage Relay (59) 1 No Reverse Power Relay. 1 No. Multifunction Meter With RS-485 port 1 set C.T's 1600/5Amp , CL 0.5, 15VA for meter 1 No A/M Selector switch 1 set Phase Indicating LED Lamps with backup MCB 1 ses ON,OFF,TRIP indicating LED Lamps with backup MCB.1 set Control SP MCB.1 no. 24V Battery chargerINCOMER:- (FROM 910KVA DG) 1 Nos 1600A FP EDO ACB 50kA With Microprocessor Based Release (O/C,S/C,E/F) Protection & all Accessories in each : 1 No Under Voltage Relay (27) 1 No Over Voltage Relay (59) 1 No Reverse Power Relay 1 No. Multifunction Meter With RS-485 port 1 set C.T's 1600/5Amp , CL 0.5, 15VA for meter 1 No A/M Selector switch 1 set Phase Indicating LED Lamps with backup MCB 1 ses ON,OFF,TRIP indicating LED Lamps with backup MCB. 1 set Control SP MCB 1 no. 24V Battery charger. Note: Cranking of DG and Synchronization shall be provided form this panel only with the help of controllers and PLC.Interlocking. Note: All Incomers and Buscouplers to be interlocked Mechanically and Electrically.PLC Hardware using PLCs for Monitoring of all Electrical Software and for operations, controlling and AMF function for DG with Window based software & Engineering & Software Development. Required Aux. Relays, Push Buttons & Indication lamps, 1KVA UPS for Black start & maintenance free Batteries, Power monitors, Programmable Logic controller, Annunciator and status Fascia, MIMIC with LED circuit etc as required completing the system.(As per SLD).BUSCOUPLER. 1 Nos 1600A FP EDO ACB 50kA With Microprocessor Based Release (O/C,S/C,E/F) Protection & all Accessories in each :1sets ON,OFF, TRIP indicating LED Lamps with backup MCB. BUSBAR :- FP aluminium bus bars of minimum 1600 Amp with heat shrinkable coloured sleeves , Shrouds at Joints and including DMC/SMC bus bars supports at required interval complete for cross section, side supports and their spacing etc. OUTGOING Note: Phase Indication Light for all Outgoings. with backup MCB.
412	Section-A 1 Nos. 630A TPN MCCB with Thermal Magnetic based release adjustable with rotary handle for Capacitor Panel 1 Nos. 630A FP MCCB with Thermal Magnetic based release adjustable with rotary handle for HVAC 2 Nos. 400A FP MCCB with Thermal Magnetic based release adjustable with rotary handle 5 Nos. 200A FP MCCB with Thermal Magnetic based release adjustable with rotary handle for First, Second and Third Floor, Spare 4 Nos. 160A FP MCCB with Thermal Magnetic based release adjustable with rotary handle 4 Nos. 100A FP MCCB with Thermal Magnetic based release adjustable with rotary handle 4 Nos. 63A FP MCCB with Thermal Magnetic based release adjustable with rotary handle Section-B 1 Nos. 630A FP MCCB with Thermal Magnetic based release adjustable with rotary handle for HVAC 3 Nos. 160A FP MCCB with Thermal Magnetic based release adjustable with rotary handle 4 Nos. 100A FP MCCB with Thermal Magnetic based release adjustable with rotary handle 5 Nos. 63A FP MCCB with Thermal Magnetic based release adjustable with rotary handle This panel should include 1 no. Busbar mounting Surge Protection Device Class B+C/ Class 1+2 Tested as per IEC 61643 Part 11:2011 & UL 1449 4th edition . Nominal voltage -230V 50/60Hz, MCOV of 350 V , Total Impulse current-50 KA (10/350µ sec) & Total Max Discharge current 560KA (8/20µ sec), Voltage protection level <1.3 kV . The Surge Protection Devices should have TOV withstand for 120 Min > 440 V and with out Follow Current & the Protection Modes for : L & N to PE . The connections (Three Lines & Neutral) should be directly connected to Protective Earth Terminal for better response time. Short- Circuit Current rating (Isccr) – 85 kA/50 Hz. Total Response time < 1 nano sec.Miscellaneous items door switch illumination lights with 6 A,10kA MCB ILLUMINATION LED WITH HOLDER & DOOR SWITCH 2 nos 6\\" dia exhaust fan with thermostate & suitable canopy Internal illumination in Cable alleys with Door operated switch.complete panel as above
413	SITC of TTA Indoor type Floor Mounted IP-54 330KVAR Capacitor Panel 1 Nos. 800Amps TP ,MCCB with Thermal Magneitc Release adjustable with rotary handle from Main Panel 1 set of Phase Indication LED lights each backed up with 6amp. MCB 1 Nos VAF meter With RS-485 port 1 no- RMI-12 APFC Microprocessor based Relay intelligent type for Transformer and DG side, relay setting 0.8 to .98 power factor) for capacitor bank .built in PF meter suitable contactor for above. 3 nos CT's 630/5A class-1(15VA) 5 nos 6 amp SP MCB1no 6 amp DP MCB 1 no Timer on delay (series 175) 220V AC Auto / Manual selector switch (3P,2 way with OFF) 1 No Thermostat(30-80 degree)2 No. Aux. Contactor 8NO+8NC (220V AC) 3 Nos. Aux. Contactor 4NO (220V AC)BUSBAR :-800 Amps TPN pole aluminum conductor ( CD 0.8A /sq.mm. ) bus bar (PVC sleeve Heat-shrinkable busbar insulation) supported by DMC / FRP insulator (MAIN BUSBAR)OUTGOING 12 sets of ON -OFF push buttons station red & green with ON/OFF indicating lights for each KVAR capacitor unit to indicate its position.12 sets of ON -OFF push buttons station red & green with ON/OFF indicating lights for each KVAR capacitor unit to indicate its position.Branch Protection 2 nos 10 amp TP 10 KA MCB for 5 KVAr 1 nos 20 amp TP 10 KA MCB for 10 KVAr 1 nos 32 amp TP 10 KA MCB for 15 KVAr 1 nos 40 amp TP 25 KA MCCB for 20 KVAr 3 nos 63 amp TP 25 KA MCCB for 25 KVAr 4 nos 100 amp TP 25 KA MCCB for 50 KVAr Capacitor Duty Contactor 2 nos. Capacitor duty contactor suitable rating for 5kVAR Rating 1 nos. Capacitor duty contactor suitable rating for 10kVAR Rating 1 nos. Capacitor duty contactor suitable rating for 15kVAR Rating 1 nos. Capacitor duty contactor suitable rating for 20kVAR Rating 3 nos. Capacitor duty contactor suitable rating for 25kVAR Rating 4 nos. Capacitor duty contactor suitable rating for 50kVAR Rating Detuned Harmonic Filters 2 nos. 440 V, 7% detuned 5 Kvar reactor 1 nos. 440 V, 7% detuned 10 Kvar reactor 1 nos. 440 V, 7% detuned 15 Kvar reactor 1 nos. 440 V, 7% detuned 20 Kvar reactor 3 nos. 440 V, 7% detuned 25 Kvar reactor 4 nos. 440 V, 7% detuned 50 Kvar reactor Capacitor Banks 2 nos. 480 V, 10 kvar super heavy Capacitor Bank for 5 kvar 1 nos. 480 V, 12.5 kvar super heavy Capacitor Bank for 10 kvar 1 nos. 480 V, 20 kvar super heavy Capacitor Bank for 15 kvar 1 nos. 480 V, 25 kvar super heavy Capacitor Bank for 20 kvar 3 nos. 480 V, 30 kvar super heavy Capacitor Bank for 25 kvar 4 nos. 480 V, 2x30 kvar super heavy Capacitor Bank for 50 kvar Miscellaneous items 6nos door switch 6 nos illumination lights with 6 A,10kA MCB ILLUMINATION LED WITH HOLDER & DOOR SWITCH 6 nos 6\\" dia exhaust fan with thermostate & suitable canopy Internal illumination in Cable alleys with Door operated switch. Complete Panel as Above and complete
414	SITC of PTTA Indoor type Floor Mounted IP-54 Basement Floor PanelINCOMER:- 1 Nos. 100Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 1 set ON OFF TRIP LED Indication Lamps 1 set Phase Indicating LED Lamps with backup MCB 1 Nos Multifinction Meter With RS-485 port 1 sets Current Transformer 100/5A, Cl-1.0, 5VA 6 Nos. Control MCB BUSBAR :-160 Amps 4 pole aluminum conductor ( CD 0.8A /sq.mm. ) bus bar (PVC sleeve Heat-shrinkable busbar insulation) supported by DMC / FRP insulator (MAIN BUSBAR) OUTGOING 4 Nos. 63Amps FP ,MCB 4 Nos. 40Amps FP ,MCB 1 No. Type C SPD with indication and fuse. complete panel as above
415	SITC of PTTA Indoor type Floor Mounted IP-54 Floor PanelsINCOMER:- 1 Nos. 160Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 1 set ON OFF TRIP LED Indication Lamps 1 set Phase Indicating LED Lamps with backup MCB 1 Nos Multifinction Meter With RS-485 port 1 sets Current Transformer 160/5A, Cl-1.0, 5VA 6 Nos. Control MCB BUSBAR :-200 Amps 4 pole aluminum conductor ( CD 0.8A /sq.mm. ) bus bar (PVC sleeve Heat-shrinkable busbar insulation) supported by DMC / FRP insulator (MAIN BUSBAR)OUTGOING 8 Nos. 63Amps FP ,MCB 8 Nos. 40Amps FP ,MCB 1 No. Type C SPD with indication and fuse.complete panel as above
416	SITC of PTTA Indoor type Floor Mounted IP-54 Stand Floor PanelsINCOMER:- 1 Nos. 200Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 1 set ON OFF TRIP LED Indication Lamps 1 set Phase Indicating LED Lamps with backup MCB 1 Nos Multifinction Meter With RS-485 port 1 sets Current Transformer 160/5A, Cl-1.0, 5VA 6 Nos. Control MCB BUSBAR :-250 Amps 4 pole aluminum conductor ( CD 0.8A /sq.mm. ) bus bar (PVC sleeve Heat-shrinkable busbar insulation) supported by DMC / FRP insulator (MAIN BUSBAR) OUTGOING 1 Nos. 63Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 8 Nos. 63Amps FP ,MCB 8 Nos. 40Amps FP ,MCB 1 No. Type C SPD with indication and fuse.complete panel as above
417	SITC of PTTA Indoor type Floor Mounted IP-54 Stand Floor PanelsINCOMER:- 1 Nos. 125Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 1 set ON OFF TRIP LED Indication Lamps 1 set Phase Indicating LED Lamps with backup MCB 1 sets Current Transformer 125/5A, Cl-1.0, 5VA 6 Nos. Control MCB BUSBAR :-160 Amps 4 pole aluminum conductor ( CD 0.8A /sq.mm. ) bus bar (PVC sleeve Heat-shrinkable busbar insulation) supported by DMC / FRP insulator (MAIN BUSBAR) OUTGOING 6 Nos. 63Amps FP ,MCB 6 Nos. 40Amps FP ,MCB 1 No. Type C SPD with indication and fuse.complete panel as above
418	SITC of PTTA Indoor type Floor Mounted IP-54 HVAC PanelINCOMER:- 1 Nos. 630Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 1 set ON OFF TRIP LED Indication Lamps 1 set Phase Indicating LED Lamps with backup MCB 1 Nos Multifinction Meter With RS-485 port 1 sets Current Transformer 630/5A, Cl-1.0, 5VA 6 Nos. Control MCB BUSBAR :-800 Amps 4 pole aluminum conductor ( CD 0.8A /sq.mm. ) bus bar (PVC sleeve Heat-shrinkable busbar insulation) supported by DMC / FRP insulator (MAIN BUSBAR) OUTGOING 4 Nos. 160Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 3 Nos. 100Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 5 Nos. 63Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 1 No. Type C SPD with indication and fuse.complete panel as above
419	SITC of PTTA Indoor type Floor Mounted IP-54 Lift PanelINCOMER:- 1 Nos. 160Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 1 set ON OFF TRIP LED Indication Lamps 1 set Phase Indicating LED Lamps with backup MCB 1 Nos Multifinction Meter With RS-485 port 1 sets Current Transformer 160/5A, Cl-1.0, 5VA 6 Nos. Control MCB BUSBAR :-200 Amps 4 pole aluminum conductor ( CD 0.8A /sq.mm. ) bus bar (PVC sleeve Heat-shrinkable busbar insulation) supported by DMC / FRP insulator (MAIN BUSBAR) OUTGOING 5 Nos. 63Amps FP ,MCCB with Thermal Magnetic Release adjustable with rotary handle 2 Nos. 63Amps FP ,MCB 1 No. Type C SPD with indication and fuse.complete panel as above
420	Design, Manufacture, Supply, Installation, Testing and Commissioning of Panel Fabricated out of 16 SWG CRCA sheet steel, IP 54, wall / floor mounting type with rain canopy The sheet steel shall undergo minimum 7 tank treatment followed by finishing powder coating of min 60 micron thickness. the board includes 415 /240 V electrolitic Aluminium Bus Bar, removable gland plates, cable glands, including connection with outgoing feeders complete in all respect, Panel Should Have Double Earthing Provision Which Connected to the Nearest Earth Grid. External Lighting Panel INCOMER:1 no. 160 A, 25KA 4P MCCB with Thermal Magnetic based releases, ON indication, 1 no. multifunction meter with RS-485, with selector switch, matching cast resin CT's.BUS BAR TPN Aluminium bus bar with heat Shrink Sleeve rated for 100A. OUTGOING 12 nos 32A DP MCB ON indication lamps with 9 nos astronimical time swtich for automaitc switching of landscape light fixtures at sun set and sun rise or twillight ( auto on/ auto off and auto mode)with manual override faiclity with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site.4 nos 63A 4P MCB (SPARE) 4 nos 40A 4P MCB (SPARE)Other items such as 1 Set of control wiring 1 Set of designation plates. All Items complete as above
421	Supplying of following sizes of 1.1 KV grade multicore aluminium conductor XLPE insulated armoured cable conforming to IS:7098 (Part - I) complete with all amendments etc. as required
422	4Cx10
423	4Cx16
424	4Cx25
425	3.5Cx35
426	3.5Cx50
427	3.5Cx70
428	3.5Cx95
429	3.5Cx120
430	3.5Cx150
431	3.5Cx185
432	3.5Cx240
433	3.5Cx300
434	DSR 7.8Laying 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.
435	DSR 7.8.1Upto 35 sq. mm (clamped with 1mm thick saddle)
436	DSR 7.8.2Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)
437	DSR 7.8.3Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp)
438	DSR 7.8.4Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp)
439	DSR 7.1Laying 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
440	DSR 7.1.1Upto 35 sq. mm
441	DSR 7.1.2Above 35 sq. mm and upto 95 sq. mm
442	DSR 7.1.3Above 95 sq. mm and upto 185 sq. mm
443	DSR 7.1.4Above 185 sq. mm and upto 400 sq. mm
444	DSR 9.1Supplying 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.
445	DSR 9.1.12Cx6 sq. mm (19mm)
446	DSR 9.1.324Cx10 sq. mm (25mm)
447	DSR 9.1.334Cx16 sq. mm (28mm)
448	DSR 9.1.344 X 25 sq. mm (28mm)
449	DSR 9.1.213½ X 35 sq. mm (32mm)
450	DSR 9.1.223½ X 50 sq. mm (35mm)
451	DSR 9.1.233½ X 70 sq. mm (38mm)
452	DSR 9.1.243½ X 95 sq. mm (45mm
453	DSR 9.1.253½ X 120 sq. mm (45mm)
454	DSR 9.1.263½ X 150 sq. mm (50mm)
455	DSR 9.1.273½ X 185 sq. mm (57mm)
456	DSR 9.1.293½ X 240 sq. mm (62mm)
457	DSR 9.1.303½ X 300 sq. mm (70mm)
458	Supply & Testing of following 11 KV(E) grade multicore Aluminium conductor XLPE insulated cable, insulation screening with extruded semi conducting compound in combination with copper tape armoured cores laid up, inner sheath of PVC tape, galvanised steel flat strip armoured and overall PVC sheathed cable conforming to IS: 7098 (Part - II) and complete with all latest amendments etc. complete as required.3 C x 240 Sq. mm 11 KV (E)
459	DSR 8.1.2Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Above 120sq.mm. and upto 400 sq.mm.
460	DSR 8.3.2Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Above 120sq.mm. and upto 400 sq.mm.
461	DSR 8.4.2Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size in the existing masonry open duct as required.Above 120sq.mm. and upto 400 sq.mm.
462	DSR 10.4.3Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :240 Sq.mm
463	DSR 10.5.3Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :240 Sq.mm
464	DSR 5.6Earthing 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.
465	DIESEL ENGINESITC of “Silent Type” following KVA Sound Attenuated DG Set comprising of engine coupled to 415V, following KVA alternator mounted on a common Base Frame along with other accessories i.e. Engine Control Panel, internal Fuel tank(for min. 5 hrs back up capacity at 75% load), Batteries with lead,etc as reqd for smooth operation of Genset. The DG Set should be supplied with cable terminal box to accommodate suitable size and no. of cable on alternator complete as reqd and shall have remote monitoring system for genset health monitoring. The Dg set designed and supplied shall be as per latest CPCB 4+ Norms and relevant DG set approval certificates shall be provided with supply at site.Diesel Engine:CPCB4+ compliant watercooled Diesel engine, first Service interval of 500 Hr/1 Year Whicever is earlier, electric start, of suitable BHP at 1500 RPM suitable for following KVA output of alternator at 40 Degree C, 50%RH & at 1000 Meter MSL and conforming to BS 5514, BS 649, IS 10000, capable of taking 10% over loading for one hour after 12 hours of continuous operation as per prime rating standards. The engine will be fitted complete with all the required accessories, Factory Inspection of complete Silent DG Set must be at principle Engine Manufacturer Work, genset must be fuel efficient at partial load like 50%,75%&100%, Complete package manufacture factory.Engine mounted Instrument Panel (Auto/Manual) fitted with and having digital display for following:(i) Start-stop switch with key (ii) Water temperature indication (iii) Lubrication oil pressure indication (iv) Lubrication oil temperature indication (v) Battery charging indication (vi) RPM indication (vii) Over speed indication (viii) Low lub. Oil trip pressure indication (ix)DG Controller having feature to show HSD fuel consumption Units/ ltr.(x) Engine Hours indication
466	Alternator :Synchronous alternator rated at following KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000 Meter MSL. The alternator shall be having SPDP enclosure, brushless, prime duty, self-excited and self-regulated having AREP / PMG for better harmonics control conforming to IS: 4722/BS 2613 suitable for tropical conditions and with Class-H insulation and temp rise limited to Class -H insulation too.Base Frame & Foundation FOR Engine and Alternator: Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer. Base Frame & Foundation For Daily Service Fuel Tank: Fuel tank of suitable as per mfg Standard capacity for fabricated out of 2mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class 'C' pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications. Exhaust System:Dry exhaust manifold with residential / hospital Grade exhaust silencer as per manufacturer design. Starting System:12V / 24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable nos. of batteries (25 plates, 180 Amp / as per OEM.-Hour capacity lead acid type) as required as per specifications.Acoustic and weather proof enclosure Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air into the atmosphere as per specifications.
467	1010 KVADG Set
468	910 KVADG Set
469	Supply, Installation, Testing & Commisioning of 10 KVA Online UPS System 3 Phase Input 3 Phase OutputLatest 3 Level IGBT Based Rectifier and InverterInput Power Factor 0.99 to unityEco Mode Efficiency upto 99%Input Current THDI < 5%  Capacitors Life 15 Years Phase Sequence Corrector Inbuilt  Inbuilt Isolation Transformer at O/P 100 % Regenerative Load CompatibleStatic & Manual Bypass SwitchAdvance Battery ManagementParalleling capability upto 6Nos.unitsLowest footprint in Industry Along with SMF Exide/Quanta/Leoch Batt. with its accessories like stand & inter connectors for 30Min backup
470	Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing,mounted on Aluminium/GI structure of suitable strength with following components complete as required:-a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modulesused in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cablesbetween solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required.
471	SITC of 4 MP IR Fixed Dome Network Camera -1/2.7″ Progressive Scan CMOS, 1920 × 1080 at 25fps, 2.8 mm Fixed lens, 0.002 Lux at F1.4, 0 Lux with IR on, ICR,ONVIF (PROFILE S, PROFILE G, PROFILE T), support H.265, H.264, MJPEG, 120db WDR, 3D Digital Noise Reduction, Three individually configurable stream, 12 VDC & PoE, IR range: 40m, Support on-board storage up to 256 GB (SD card not included), IP67, Edge Analytics- Line crossing detection, Intrusion detection, Motion detection, Video tampering, UL, CE, FCC certified.
472	SITC of 4 MP IR Fixed Bullet Network Camera -1/2.7″ Progressive Scan CMOS, 1920 × 1080 at 25fps, 2.8 mm Fixed lens, 0.002 Lux at F1.4, 0 Lux with IR on, ICR,ONVIF (PROFILE S, PROFILE G, PROFILE T), support H.265, H.264, MJPEG, 120db WDR, 3D Digital Noise Reduction, Three individually configurable stream, 12 VDC & PoE, IR range: 40m, Support on-board storage up to 256 GB (SD card not included), IP67, Edge Analytics- Line crossing detection, Intrusion detection, Motion detection, Video tampering, UL, CE, FCC certified.
473	Supply, installation, testing and commissioning of wireless router with Transmitter + receiver support upto 50m distance, 5VDC 3A power operated, POE power enabled as per specification and complete as required (For lift camera). (Ref Make-D-Link / TP Link) 8 Pairs considered as each lift would need one pair.
474	Supply, installation, testing & commissioning of Vandal Resistance IK-10, IP66 Full HD PTZ Dome network camera 1920x1080, 1/2.8\\" ExmorCMOS image sensor with 4.8 mm to 120 mm lens, 25X optical zoom, 16x digital zoom, Compression H.265/H.264/MJPEG, WDR auto/manualadjustable MPEG-4, True Day/Night, Illumination 0.005 lux (color)/0 lux (B/W) at WDR 120 dB, Upto 300 preset positions, VMD, Full duplex bidirectional,Onvif compliant, CIF enabled, SD Card Supported, Pan angle 360 degree and Tilt angle –15° to 90°, auto flip 180°. IP66 vandal proofhousing, Operating –40°C to 70°C (–40°F to 158°F).
475	Supply, installation, testing and commissioning of Professional grade Network Video management recorder, comprising 64 Ch. NVR to recordoutput of all cameras mentioned above with 1920x1080p resolution @30FPS, Third-party IP camera supported, H.264 Compression - Up to 5Megapixels resolution recording, multiple Hard Disk slot each having maximum storage capacity of 24 TB, minimum of 30 days recordingmotion/continuous, 720p @ 25 FPS Recorded view, and 1920x1080p @ 30FPS live view, 2 USB 2.0 or 3.0, HTTP Networkable, backup byUSB/DVDWR, including software, Client licenses and required Camera licenses complete as per technical specifications and as required. All thecomponents to be of same make as Camera. NVR shall be BIS certified.
476	Supply of 6 Tb HDD Recording parameter 15FPS, 60days, 720P.
477	Supply, installation, testing & commissioning of Manageable Switch with POE+ manageable budget Layer-2, 24 Port 10/100/1000 Base T POEand 2 no of 1G Fiber Port, 75W power consumption.
478	Supplying, installing, testing and commissioning of 1m patch cord
479	Supplying, installing, testing and commissioning of 24 port CAT6 jack panel loaded as per the connections required in jack panel.
480	Supplying, installing, testing and commissioning of 6 U wall mount rack with fans , 2 cable managers , satationary shelf , 2 Nos of hardware pkts.
481	Supplying, installing, testing and commissioning of 42 U wall mount rack with fans , 2 cable managers , satationary shelf , 2 Nos of hardware pkts.
482	Supply, installation, Testing & Commissioning of Armourd Cat-6 shielded twisted 4 pairs PVC - 23 AWG cable with all accessories . Nos 17080
483	SITC of 65\\"Commercial screen(monitor) for 24X7 Operation.
484	Supplying, installing, Testing and commissioning of workstation as follow 8 GB RAM, upgradable upto 16 GB, 256 GB SSD, 1TB HDD SATA Drive extendableupto 16 TB, i7 Processor, 3.5 GHz, Intel HD Graphics 4000, DDR3 LAN/Ethernet :2 x 10 Gbit CNA via Midplane to Ethernet Connection, with 26\\" LED Monitor.
485	Supply installation testing and commissioning of Data -I/O (RJ-45 Connectors)
486	Supply installation testing and commissioning of Data Face plate.
487	Supply installation testing and commissioning of 24 Port Jack panel.
488	Supply installation testing and commissioning of Patch cord 1 mtr.
489	Supply installation testing and commissioning of Patch cord 1 mtr.
490	Supply installation testing and commissioning of Fiber Patch Cord-1mtr
491	Supply installation testing and commissioning of Fiber Module .
492	Supply installation testing and commissioning of 6U Rack.
493	Supply installation testing and commissioning of layer 2, 24 port POE Switch
494	Supply of 6 core single mode fiber cable.
495	Supply installation testing and commissioning of 42U rack. Complete with accessories
496	Supply of L3 Switch 24 port PoE Switch with 4 SFP port,L2 switch with dedicated TPoE RJ-45 Ports and 4 SFP Slots,4 SFP slots should support IEEE 802.3z & IEEE 802.3u.
497	Supply installation testing and commissioning of WIFI Access Point.
498	Supply installation testing and commissioning of WIFI Access Controller.
499	(A) Supplying, installation, testing & commissioning of 16 passengers Lift Well as per drawings, Machine Room LESS lift having a contract speed of 1.0 MPS serving different floors in the lift shaft as per detailed-specifications as under :- (i) Speed–1.0 MPS.(ii) Floors– 5(iii) Travel-20 mtr.( mtr) (iv) Stops & openings –5 Nos.(v) Controller: A.C. variable voltage & variable frequency.(vi) Automatic rescue device complete with dry maintenance free batteries as required. (vii) Full height infrared light curtain door safety. (viii)Operation: Microprocessor based Duplex selective collective Control with/without Attendant.(ix) Power – 415 V, 3 phase, 50 Hz, 4 wire system.(x) Type of doors.a) Car: Power operated, centre opening horizontal sliding stainless steel Moonrockb) Landing doors: Stainless steel Moonrock
500	(B) A hand rail not less than 600mm long at 900mm above floor level to be fixed adjacent to control panel on all three sides in the lift car.(C) Voice announcement system in the car to announce the position of the elevator in the hoistway as the car passes or stops at a floor served by the elevator along with announcement about.a) Opening/Closing of Door.b) ARD is in operation.complete as above

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Tender For Construction Of Zone - A(National Stadium & Multisports Complex) In C Us Of Integrated Development & Master Planning Of Goral Chour Area, Ch Awat, Uttarakhand, Champawat-Uttarakhand

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