Tender For Construction Of Multipurpose Sports Complex At Hatwas Nagrota Bagwan, Kangra, Himachal Pradesh., Kangra-Himachal Pradesh

TDR : 44244371

Tender Notice
BOQ

Expired

Kangra , Himachal Pradesh

Tender Brief : Tender For Construction Of Multipurpose Sports Complex At Hatwas Nagrota Bagwan, Kangra, Himachal Pradesh.

Document Fees
₹ 5000 /-

EMD
₹ 788751.0 /-

Tender Value
Refer document

Submission Date
05-08-2024

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	CIVIL WORKS
2	EARTH WORKS
3	EARTH WORKS
4	Earth Work-Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil.
5	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. a) All kinds of soil
6	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
7	Disposal of surplus earth by mechanical transport including loading, unloading for a lead upto 10 Km.
8	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
9	Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
10	Diluting 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
11	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil.
12	Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete.
13	CONCRETE WOR -Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
14	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
15	1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
16	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
17	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification.
18	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
19	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
20	R.C.C.WORK - Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; 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 thecost of extra cement.All works upto Plinth levelConcrete of M25 grade with minimum cementcontent of 330 kg /cum
21	All works above plinth level upto floor V levelConcrete of M25 grade with minimum cementcontent of 330 kg /cum
22	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars
23	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars
24	Centering and shuttering including strutting, propping etc. and removal of form for :-Foundations, footings, bases of columns, etc. for mass concrete
25	Suspended floors, roofs, landings, balconies and access platform
26	Lintels, beams, plinth beams, girders, bressumers and cantilevers
27	Weather shade, Chajjas, corbels etc., including edges
28	Stairs, (excluding landings) except spiral-staircases
29	Columns, Pillars, Piers, Abutments, Posts and Struts
30	Shelves (Cast in situ)
31	Edges of slabs and breaks in floors and wallsUnder 20 cm wide
32	Extra for shuttering in circular work (20% of respective centering and shuttering items)
33	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
34	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
35	Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
36	BRICK WORK:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
37	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
38	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :a) Cement mortar 1:4 (1 cement : 4 coarse sand)
39	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V levelCement mortar 1:4 (1 cement :4 coarse sand)
40	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
41	Providing and filling AAC blocks including proper watering and compaction in sunken areas all complete as per drawings and as directed by the Engineer-in-Charge.
42	Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 250/ 300/ 400 mm and length of 595 mm of approved texture,design and pattern having Flexural Strength/ Modulus of Rupture of ≥ 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting aluminium framework(Alloy 6063 T5/T6) consisting of vertical ‘T’ (for intermediates)/ ‘L’(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2 mm/ 40x60x2 mm / 40x40x2 mm respectively, spaced at maximum spacing of 600 mm c/c matching to the tile vertical grid, and horizontal aluminium ‘C’-clamps of size 56x25x2 mm thickness of length 150 mm at junction of tiles and of length 75 mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400 mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers. The vertical ‘T’/’L/ Tubular’ sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100 mm long (for brick work) and M8 expansion anchor fasteners 75 mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation. The brackets shall be of length 175 mm at junction of two vertical aluminium profiles and of length 100 mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25 mm with EPDM washers. EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal ‘C’ clamps using special SS clips of required size which shall be inserted and pressed into position on the ‘C’ clamps holding the tiles and the cut-tiles shall be glued at points to the horizontal ‘C’ clamps by using MS Polymer sealant adhesive. The vertical joint open groove between two adjacent tiles shall be 5 mm. The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be installed using the ventilated rain screen principle with provision for natural ventilation of the space between the façade tiles and the structural wall. The work shall be carried out as per specification, drawing and as per direction of the Engineer-in-Charge. Note : Scaffolding wherever required to be paid separately With 16 mm thickness (+/- 10%) terracotta tiles of grey colour
43	MARBLE WORKProviding and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, edge moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shadeArea of slab upto 0.50 sqm
44	Area of slab over 0.50 sqm
45	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
46	Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab table rubbed, edges rounded and polished, 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade
47	WOODWORKProviding and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
48	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
49	Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.1.5 mm thick
50	Providing and fixing Stainless steel satin finish SS 304 grade Sliding Door bolts for wooden doors of approved make and model all complete as per the directions of Engineer-in-charge250x16 mm
51	Providing and fixing Stainless steel satin finish SS 304 grade Tower Bolts SS screws for wooden doors of approved make and model all complete as per the directions of Engineer-in-charge250x10 mm
52	100x10 mm
53	Providing and fixing Stainless steel satin finish SS 304 grade Handle SS screws for wooden doors of approved make and model all complete as per the directions of Engineer-in-charge200mm
54	Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge.
55	Providing 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 Twin rubber stopper
56	Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
57	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 lnline 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 corners, 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 IS: 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 speedsFixed window/ ventilator with mullion / transom.Using R1 series with frame (33 mm & above) x (35 mm & above) & mullion (33 mm & above) x (50 mm & above). (Height upto 0.90 metre)
58	Casement window double panels with French (False) Mullion with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles.Using R2 series with frame (39 mm & above) x (39 mm & above) & sash (39 mm & above) x (60 mm & above) & French (False) mullion (39 mm & above) x (60 mm & above). (Height upto 1.2 metre).
59	Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.Using R3 series with frame (55 mm & above) x (50 mm & above) & sash (55 mm & above) x (85 mm & above) (Height upto 2.5 metre).
60	STEELWORKProviding and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.10 x 80 mm
61	10 x 140 mm
62	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
63	Structural 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.
64	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes
65	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works.
66	FLOORINGProviding and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
67	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
68	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement: 4 coarse sand) :25 mm thick
69	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
70	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
71	Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre.
72	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm
73	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, dado, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
74	Providing and applying two coats of Epoxy Coating on the IPS/ any other flooring of approved make, shade, including base coat as per manufacturers specifications complete. Rate to include necessary cleaning of surfaces.
75	Supplying, installation, testing and commissioning of rubberised flooring, 20mm thick with box preparation, adhesive, installation, suitable for gymnasium flooring complete in all respects
76	ENGINEERED WOODEN FLOORING: Providing & fixing Panel 1820x145 Total thickness 14 mm Numbers of panels per pack 6 Nested Lengths Max. 1 plank out of 6 m2 per pack 1,583 m2 Kg per pack 11,99 kg Toplayer PEFC controlled sources EN 13489 ± 3 mm Core board PEFC controlled sources Spruce Backing layer PEFC controlled sources Wood Veneer 2 mm Tongue and groove Length Uniclic Width Uniclic Multifit Domestic use Conditions in each pack 33 years Uniclic - Multifit connection Lifetime Commercial On request \"Wood for Life\" Edge Protect + Provides a warranty on build-up of residue dirt along the edges due to maintenance over the years 10 years \"Wood for Life\" Surface & Edge Protect + (lacquered products only) Provides a warranty on pollution of surface structure and a warranty on build-up residue dirt along the edges due to maintenance over the years 10 years Surface layer Wood species Oak Origin Europe Finishing UV cured Oiled finish 2 layers UV cured Lacquer Anti-scratch top coat 5 - 7 layers Natural variance Due to nature, visual surface can deviate from samples Surface treatments cf catalogue/website Nature Marquant Vibrant General aspect of installed EN 13489 Lipping - difference in height (mm) ≤ 0,20 difference in width (mm) ≤ 0,20 cupping lengthwise % ≤ 0,1 cupping in width % ≤ 0,2 Dimensional stability ISO 24339 Cupping short side max % ≤ 0,30 Changes 30 - 85 % RH Cupping short side min % ≥ - 0,20 Open joints short side (mm) ≤ 0,20 Open joints long side (mm) ≤ 0,30 Underfloor heating Suitable of special installation instructions.or its equivalent
77	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
78	ALUMINIUM SKIRTING: Supply of 100mm Aluminium (Grade 6063) Skirtingwith 15 micron anodising In Natural Finish. Thickness 1.30 to 1.50mm. Designed to conceal screws. Seamless finish. Complete with Rubber/ PVC Jointers and Gasket.
79	Roofing WorkProviding gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase
80	Making 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.
81	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.
82	Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm)
83	Gutter (600 mm over all girth)
84	FINISHING12 mm cement plaster of mix :1:6 (1 cement : 6 coarse sand)
85	15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand)
86	6 mm cement plaster of mix:1:3 (1 cement : 3 fine sand)
87	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
88	Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
89	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
90	Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.Two or more coats on new work
91	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
92	Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
93	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
94	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
95	ALUMINIUM WORKSProviding and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
96	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the costof EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
97	Providing and fixing glazing in aluminium / wooden door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. all complete as per the architectural drawings and the directions of engineer-in-charge . With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)
98	With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)
99	Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.Upto 5mm depth and 5 mm width
100	Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.Anodized (AC 15) aluminium
101	Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-inchargeAnodized (AC 15) aluminium
102	Structure GlazingProviding and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.
103	Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and 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:b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect 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 washersetc. of stainless steel grade 316, of the required capacity and in required numbers.c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified.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 the Architectural 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.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. Performance Testing of Structural glazing system Tests 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 for Air 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 per AAMA 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 mm5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4- 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
104	Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 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.25.2) 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.Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
105	Extra 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.
106	Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi -rigid, inorganic, non-combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm /sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete.
107	Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).“(i)Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
108	WATERPROOFINGProviding 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).
109	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
110	ROAD WORKExtra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
111	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
112	Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
113	Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
114	Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On W.M.M. @ 0.75 Kg / sqm
115	On bituminous surface @ 0.50 Kg / sqm
116	Painting 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.New work (Two or more coats)
117	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
118	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
119	Providing and laying 500x500x40 mm thick Turf paver (Turfpave XO) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
120	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
121	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
122	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-inchargeMade of G.I. wire of dia 4 mm
123	SPORTS AREAEARTH WORKClearing 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.
124	Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
125	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
126	Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete.
127	CONCRETE WORKProviding 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) : 8 graded stone aggregate 40 mm nominal size)
128	REINFORCED CEMENT CONCRETE WORKCentering and shuttering including strutting, propping etc. and removalof form for all heights :Foundations, footings, bases of columns, etc. for mass concrete
129	FLOORING WORK62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
130	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber andonsolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
131	Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
132	Supplying and stacking at site good earth
133	Providing & laying ofsyntheticsurfacingfor skating court composed withsynthetic resurfacr bounded withtopColour Coating and Game line marking as per direction of Engineer in Charge
134	Providing & fixing of modular Flooring ,FIBA approved open top design high impact PP(Polypropylene) suspended floor tile with minimum 900 individualsupport legs and with the sizes of 304.8 mm x 304.8 mm, Weight 300 gms and with combo line marking for multi of different courts with the specification as given here under --(1) Friction ASTM C 1028: Dry- 0-68 - 0.78, Wet - 0.63-0.72(2) Noise Reduction Coefficient (ATSM C 423): 5-1 0%(3) Rolling Load (DIN 18032-02) : Pass(4) Standard Deformation (DIN 18032-02) :0.80 -1.00mm.(5) Ball Rebond(DIN18032-02) : > 90% (6) Force Reduction (EN 14904) : Equivalent or less then 16%(7) Load Bearing Capacity (DIN 18032-02) : 170-190 psi all complete as per direction of Engineer in charge
135	Providing and fixing in position FIXED NET & POLE,Pole will Made 8\" Round Pipe, Acrylic Board Thickness - 20 MM (Imported Quality), Size of Board - 80cm x 105cm, Dunking Ring, Quality Net, Epoxy Painted, Approx 300 Kgs each pair complete as perdirections of Engineer-in-Charge.
136	Supplying & laying ofArtificial grass “ for cricket practice pitch of pile height 15mm with with density 65000 stitches /m as per direction of Engineer in Charge
137	Providing and fixing in Cricket NET of 3mm thickness& POLE,( 30 nosaprox of 3\" size)and netting of the practice pitch area, all complete work.complete as per directions of Engineer-in-Charge.
138	Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
139	Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
140	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre &post flushing with water (250 ml & 500 ml consumption), havingwater inlet from back side, including fixing to wall with suitablebrackets all as per manufacturers specification and direction ofEngineer-in-charge.
141	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen Sink with Drain Board
142	510 x1040 mm bowl depth 250 mm
143	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe32mm dia
144	Providing and fixing mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
145	Providing and fixing toilet paper holder C.P. brass
146	Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms
147	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
148	Providing and fixing C.P. brass bib cock of approved quality to conforming to IS 8931. 15 mm nominal bore
149	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
150	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS : 8931. 15 mm nominal bore
151	Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 893115 mm nominal bore
152	Providing 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
153	Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :100 mm dia
154	Cutting holes upto 30 X 30 cm in walls including making good the same.With common burnt clay F.P.S. (non modular) bricks
155	Making chases upto 7.5 X 7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc.
156	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall20mm nominal outer dia pipes
157	25mm nominal outer dia pipes
158	32mm nominal outer dia pipes
159	40mm nominal outer dia pipes
160	50mm nominal outer dia pipes
161	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.,15mm nominal outer dia pipes
162	20mm nominal outer dia pipes
163	25mm nominal outer dia pipes
164	32mm nominal outer dia pipes
165	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings. This incudes jointing of pipes and fittings with one step CPVC solvent, trenching, refilling, and testing of joints complete as per the direction of the engineer incharge 50mm nominal outer dia pipes
166	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end). 25 mm nominal bore
167	20 mm nominal bore
168	32 mm nominal bore
169	40 mm nominal bore
170	50 mm nominal bore
171	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore
172	Providing and fixing unplasticised PVC connection pipe with brass unions.30 cm length15 mm nominal bore
173	Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
174	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
175	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 X 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :100 X 100 mm size P typeWith Sewer bricks conformingto IS : 4885
176	Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90 X 80 cm and 45 cm deep includingC.I. cover with frame (light duty) 455 X 610 mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg):With Sewer bricks conforming to IS : 4885
177	Inside size 120 X 90 cm and 90 cm deep includingC.I. cover with frame (medium duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg)With Sewer bricks conforming to IS : 4885
178	Extra for depth of manholesSize 90x80cmWith Sewer bricks conforming to IS : 4885
179	Size 120x90cmWith Sewer bricks conforming to IS : 4885
180	Constructing brick masonry road gully chamber 50 X 45 X 60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500 X 450 mm precast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
181	Making soak pit 2.5 m diameter 3.0 m deep with 45 X 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
182	Supply, Installation, testing and commisioning of Domestic Water Pumps(to lift water from underground domestic water tank to terrace tank of building)Location - Near underground water tank with Level Controller with sufficient nos. of low / high level alarms, contacts with electrodes and control wiring for the automatic operation of all water supply pumps to achieve the functional requirement shall be provided. Control wiring between these pumps and water tanks shall be provided. Raw water pumps must start at low level of water in underground domestic water tank & stop at high water level in that tank. Dry running protection shall be provided for all the pumps.All water supply to operate automaticaly through level controller.\"Capacity1 LPS each minimum\"Head 20 Mts.\"RPM 2800 / 2 HP\"No. of pumps1
183	Providing 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, (i) Single socketed pipes. 110 mm diameter
184	Providing and fixing on wall face unplasticised PVC moulded fittings/ accessories for unplasticized 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.Coupler 110mm
185	Bend 87.5110mm bend
186	Shoe (Plain)110mm shoe
187	Providing and fixing unplasticised PVC pipe clips of approved design to unplasticized PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. 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
188	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams
189	Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter
190	200 mm diameter
191	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe
192	200 mm diameter S.W. pipe
193	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design 150 mm diameter S.W. pipe
194	200 mm diameter S.W. pipe
195	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipe
196	250 mm dia. R.C.C. pipe
197	300 mm dia. R.C.C. pipe
198	Supply Installation, Testing and Commisioing of Handicap Toilet special fixtures to the complete satisfaction of the engineer in chargeSITC of Grab Bar vertical swing white(Ref. Jaquar Cat. No. WAC-WHT-BG0800 OR approved equivalent)
199	SITC of Grab Bar Left/Right 90 angle, White (Ref Jaquar WAC-WHT-BAD090
200	SITC of Grab Bar 842mm long white, White (Ref Jaquar WAC-WHT-BRO750)
201	Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site.110 mm dia (Wall Thickness - 3.2 to 3.8 mm)
202	75 mm dia (Wall Thickness - 3.2 to 3.8 mm)
203	Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required.32 mm dia.
204	Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. Plain Floor Trap (4\" Ht) with 50 / 75 outlet and with height raiser
205	Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps.
206	Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required.
207	Supply, Installation, Testing and Commisiong of HAND SHOWER (HEALTH FAUCET) WITH 8mm DIA 1.2 METER LONG FLEXIBLE TUBEAND WALL HOOK ALD-CHR-573 or equivalent
208	Providing & fixing chrome plated brass battery based infrared sensoroperated pillar cock, having foam flow technology.15 mm nominal bore
209	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150mm diameter
210	Providing and fixing CP Brass Single lever telephonic wall mixer ofquality & make as approved by Engineer in charge.:15mm nominal dia
211	Providing 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. 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 gms
212	Supply, Installation, Testing and Commissioning of 20 litre geyser
213	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group C
214	Wiring for group controlled (looped) light point/ fan point/call bell point (without independent switch etc.) with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed PVC conduit, and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group C
215	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
216	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch
217	15/16 amp switch
218	3 pin 5/6 amp socket outlet
219	6 pin 15/16 amp socket outlet
220	Bell Push
221	Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
222	Supplying and fixing following size/module, GI box along with Modular base & cover plate on existing modular metal boxes etc. as required.1 or 2 Module
223	3 Module
224	4 Module
225	6 Module
226	8 Module
227	12 Module
228	SUBMAIN AND CONTROL WIRINGWiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
229	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
230	2 X 6 sq. mm + 1 X 6 sq. mm earth wire
231	4 X 10 sq. mm + 2 X 6 sq. mm earth wire
232	4 X 16 sq. mm + 2 X 6 sq. mm earth wire
233	CABLESSupplying 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.3½ X 35 sq. mm (32mm)
234	3½ X 50 sq. mm (35mm)
235	3½ X 70 sq. mm (38mm)
236	3½ X 95 sq. mm (45mm)
237	4 X 16 sq. mm (28mm)
238	LT CABLESSupply of following XPLE armourned 1.1 KV grade conforming to I.S.7098/1554Aluminium Conductor Cables :Supply of following sizes of PVC sheathed PVC/XLPE insulated Aluminium conductor armoured cable of 1.1 KV grade conforming to IS:7098 part-1 / IS:1554 part-1 respectively & ISI marked.4 C x 16 Sqmm XLPE cable
239	3.5 C x 95 Sqmm XLPE cable
240	3.5 C x 70 Sqmm XLPE cable
241	3.5 C x 50 Sqmm XLPE cable
242	3.5 C x 35 Sqmm XLPE cable
243	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Upto 35 sq. mm
244	Above 35 sq. mm and upto 95 sq. mm
245	DBSupplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
246	Supplying and fixing 5 amps to 32 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.Single pole
247	Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
248	63 amps
249	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, onsurface/ recess, complete with tinned copper bus bar, neutralbus bar, earth bar, din bar, interconnections, powder paintedincluding earthing etc. as required. (But withoutMCB/ RCCB/ Isolator)8 way (4 + 24), Double door
250	12 way (4 + 36), Double door
251	Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps
252	40 amps
253	63 amps
254	PROVISIONS FOR VOICE, DATA, SECURITY & TV SYSTEMSSupplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.TV socket outlet
255	Telephone socket outlet
256	Supplying and drawing following pair, 0.5 sq.mm FR PVC insulated copper conductor, unarmoured telephone cable in the existing surface / recessed steel / PVC conduit as required.2 Pair
257	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
258	Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.
259	Installation, testing and commissioning of ceiling fan including wiring the down rods of standard lenght (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable including providing and fixing phenolic sheet cover on the fan box as required etc
260	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Upto 450 mm sweep
261	Extra for fixing the louvers/ shutters complete with frame for exhaust fan of all sizes.
262	Supply of ISI marked energy efficient exhaust fan plastic ideal for mounting on glass window with 200mm sweep (Havells Cat No. Ventilair DX 200mm sweep or equivalent)
263	Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
264	Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the exisitng surface/recessed steel/ PVC conduit as required
265	Supplying and fixing of following sizes medium class PVC conduit aong with accessories in surface/ recess including cutting the wall and making good the same incase of recessed conduit as required25mm
266	Supplying and Installation of following size perforated of painting with powder coating M.S. cable trays of perforation of not more than 17.5% in convinient sections, joined with connectors suspended from the cieleing with MS suspenders including bolts and nuts painting suspenders etc as required 450 mm width x 50 mm depth x 2 mm thickness
267	Supply, Installation, Testing and Commisioning of30 Inch 750MM Air Circulator 750 mm Ultra High Speed 3 Blade Wall Fan 250W Aluminium Alloy Wall Fan (Almonard or equivalent)
268	EARTHINGEarthing 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.
269	Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
270	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
271	Providing and fixing of lightening conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick copper base plate including holes etc. complete as required.
272	Fixing of lightening conductor finial (single prong), with base plate including holes etc. complete as required.
273	Jointing copper/ G.I. tape (with another copper/ G I tape, base of the finial or any other mettallic object) by rivetting/ nut bolting/ sweating and soldering etc. as required
274	Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (Forhorizontal run)
275	Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For vertical run)
276	Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
277	Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.
278	PANEL BOARDSBuilding PanelDesigning, fabricating, transporting, unloading, storing, fixing in position, testing and commissioning the following sheet steel cubicle type panels fabricated from 1.6mm thick CRCA sheet, dust and vermin proof, indoor type TPN Panels with hinged lockable doors fabricated from 2mm thick CRCA sheet, suitable for 415V, 3 phase 4 wire 50Hz AC supply with rear access for cable alley and with segregated bus-bar chamber with tinned aluminium bus bar and including supplying and fixing following switchgears, meters and accessories, inter-connections, bonding to earth, powder coated painting and marking as specified. Switch boards complete as per schematic diagram:or its equivalent as per the requirement of siteType of construction: Form 3IP classification: 42The LT PANEL shall be electricallyinter-locked as shown in Schematic diagram and as detailed in the SpecificationsColour: Gray Powder Coated, as per approved sample.Incomings: 1 nos, 160 Amps. 4 pole MCCB , i.e four pole Moulded Case Circuit Breaker of fault breaking capacity 25 KA (ICS=ICU up to 433 V) complete in all respectBus Bars:TPN aluminum bus bars of minimum of 200 Amps capacity with heat shrinkable colored sleeves and I/C DMC/SMC bus bars supports at required intervals complete for cross section, size supports & their spacing etc. for withstanding fault level of 25 MVA for 1 Sec.Outgoings:(a) 63 Amps, TPN, MCB- 8 nos(b) 40 Amps, TPN, MCB- 8 nosPanel complete as above
279	External lighting panelSupplying, installation, testing and commissioning of cubical type outdoor panel with canopy suitable outdoor use for 415 V, 3 Phase, 4 Wire 50 Hz AC supply systemfabricated in compartmentalized (preferably) design from CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland plates I/C cleaning and finishing complete with 7 tank process for powder coating in approved shade,bus bar supports, with short circuit withstand capacity of 25 MVA for 1 Sec., bottom base channel of MS section not less than 100mm x 50mm x 5mm thick, fabrication shall be done in transportable sections, entire panel shall have a common copper earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of Al. bus bars and control wiring with 2.5 sq.mm. PVC insulated copper conductor S/C cable alleys, cable gland plates in two half, I/C providing following switchgears: Incomer:1nos 63A TPN MCB1 no 96mm x 96mm digital Voltmeter and Ammeter with LCD display for voltage & current with suitably rated CTs and MCB protection.1 set of three phase indicating lamps with suitable protection. Busbar: Equally sized three phase and neutral copper bus bars suitably sized to carry 100A current with colour coded heat shrinkable sleeves.Outgoing:6nos 32A TPN MCBsPanel complete as above
280	SAFETY ITEMSProviding and fixing MV danger notice plate of 200mm x 150mm made of mild steel, atleast 2 mm thick, and vitreos enamelled white on both sides and with iscription in single red colour on front side as required
281	LIFTSupply, Installation, Testing and Commisioning of Machine Room Less 10 passenger (680 kg) lift having contract speed of 1 MPS servicing different floors in the exitisting lift shaft as per the detailed specifications enclosed as under 1. Travel 15 meters ( approx).2. Stop and opening = 33.Controller ; AC variable voltage & and variable frequency 4. Automatic rescue device complete with dry mentainancefree batteries as required.5. Operation : microprocessor based single automatic push button/ without attendant.6. Power – 415 v, 3 phase , 50 hz , 4 wire system .7. Type of doors A – Car : power operated , centre opening horizontal sliding stainless steel scratch proof( moon rock finish)B – Landing Doors : MS doors finished with spray painting of approved shade . • A hand rail not less then 600 mm long at 900 mm above floor level to be fixed adjacent to be control panel on the lift car.• Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stop at a floor served by the elevator.• Comprehensive maintenance of lift which include routine, preventive and break down maintenance for period of three year including repair/ replaced items after completion of one year guarantee period.
282	Supply, Installation, Commissioning and Testing of COB based Pendant downlight , system power: 15W, luminous flux of luminaire 1350 lm, colour temperature of 5700K, Cool white, CRI>90, SDCM<3, THD<5%, P.F>0,9, 230V constant current driver, 70% of luminous fluxafter 50,000 operating hours, direct lightemission, housing in aluminium, round, polyester powder coat black applied over a 5-stage pre-treatment, with anti-glare reflector, beam angle 55°, integral electronic control gear, Protection class I, IP20Ø = 100 mm, H = 165 mm
283	SITC of Surface Mounted luminaire with LED (Light Emitting Diode) system power: 12 W, Luminous flux of luminaire 1080 lm, Colour temperature of 4000 K, Neutral white, CRI>90, SDCM<3, THD<10%, P.F>0.9, 230 V constant current driver, 70% of luminous flux after 50,000 operating hours; Energy efficientLEDs, Direct light emission, Luminaire housing in die-cast aluminium,Polyesterpowder white coloured coat applied over a 5- stage pre-treatment, Opal protruded diffuser for homogenous light distribution, ZHLS (ZERO HALOGEN LOWSMOKE) internal wiring, electronic control gear, Protection class II, IP 20, Ø = 170 mm, H = 43 mm
284	SITC of Pendant luminaire with LED (Light Emitting Diode), system power35W, luminous flux of luminaire 2800 lm, direct light emission CRI>90, SDCM<3, THD<5%, P.F>0,9, color temperature of 5700 K, Cool white, 230 Vconstant current driver, 70% of luminous flux after 50,000 operating hours, energy-efficient LEDs, luminaire profile in aluminium, Polyester powder black-colored coatapplied over a 5- stage pre-treatment, high-efficiency deep recess prismatic diffuser for homogeneous light distribution, UGR<19, ZHLS (Zero Halogen Low Smoke) internal wiring, integral Electronic control gear,Protection class I, IP20,L = 1199 mm, B = 75 mm, H = 90 mm, PL max = 1500 mm
285	SITC of Pendant luminaire with LED (Light Emitting Diode), system power35W/4ft, luminous flux of luminaire 2800 lm/4ft, direct light emission CRI>90, SDCM<3, THD<5%, P.F>0,9, color temperature of 5700 K, Cool white, 230 Vconstant current driver, 70% of luminous flux after 50,000 operating hours, energy-efficient LEDs, luminaire profile in aluminium, Polyester powder black-colored coatapplied over a 5- stage pre-treatment, high-efficiency, deep recess prismatic diffuser for homogeneous light distribution, ZHLS (Zero Halogen Low Smoke) internal wiring, integral Electronic control gear,Protection class I, IP20,L = 1199x2 mm, W = 2398x2mm,(Total Length-7200mm), B = 75 mm, H = 90 mm, PL max = 1500 mm
286	SITC of Ceiling mounted luminaire with LED (Light Emitting Diode), system power: 40 W, luminous flux of luminaire 4800 lm, colour temperature of 5700 K, cool white, CRI>80, 230V constant current driver, 70% of luminous flux after 50,000 operating hours, energy efficient LEDs, direct light emission, extruded poly carbonate housing, opal diffuser, electronic control gear,Protection class II, IP 65, IK 06,L = 1250 mm, B = 60 mm, H = 52 mm.
287	SITC of High-bay luminaire with LED (Light Emitting Diode), system power: 150W, luminous flux of luminaire 19500 lm, colour temperature of 5700K, cool white, CRI >80, 230V constant current driver, 70% of luminous flux after 50,000 operating hours, energy-efficient LEDs, direct light emission, with lens for 120° beam angle, housing in die-cast aluminium, polyester powder coated black applied over a 5-stage pre-treatment, electronic control gear, P.F>0.95, T.H.D<10%, efficiency>88%,Protection class I, IP65, Location-Bedminton CourtØ = 360 mm,H = 190 mm
288	SITC of Pole mounted street light with HPE (High-Performance Efficiency) LED (Light Emitting Diode), system power: 70 W, luminous flux of luminaire 8400 lm, Colour temperature of 3000 K, Warm White, CRI > 80, 230 V constant current driver, 70% of luminous flux after 50,000 operating hours, energy-efficient LEDs, direct light emission, Toughened glass cover, housing in die-cast aluminium, polyester powder coated grey applied over a 5-stage pre-treatment, electronic control gear, Protection class I, IP 66, L = 390 mm, B = 177 mm, H = 92 mm, PD (Pole Dia.) = 60 mm
289	SITC of Floodlight with LED (Light Emitting Diode) system power: 200 W, luminous flux of luminaire 24000lm, 3000K, Warm White, CRI > 80, 230 V constant current driver, 70% of luminous flux after 50,000 operating hours, energy-efficient LEDs, direct light emission, Toughened glass, housing in die-cast aluminium, polyester powder coated white applied over a 5-stage pre-treatment, integral electronic control gear, Protection class I, IP 66, IK 07, MacAdam 3, T.H.D ≤ 10%, driver efficiency ≥ 88%, surge protection of 10 kV, PF = 0.95. L = 425mm, B = 320mm, H = 200mm,

Need a Bussiness Loan? Apply Now!
Buy Digital Signature
Bidding Support

Also Visit

Tenders

Himachal Pradesh Tenders

Construction Tenders

Sports Infrastruture Tenders

Sports Complex Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Construction Of Multipurpose Sports Complex At Hatwas Nagrota Bagwan, Kangra, Himachal Pradesh., Kangra-Himachal Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Construction Of Multipurpose Sports Complex At Hatwas Nagrota Bagwan, Kangra, Himachal Pradesh., Kangra-Himachal Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us