Communications and Information Technology Government Departments Closing in 22 days TDR #57047341

Tender For Construction Of 100 Bedded Hospital Building Including Site Development At Anni, Tehsil Anni, Distt. Kullu (Hp). (Balance Work Of Main Building, Mortuary, Approach Road, Drainage & Medical Gases Pipe Lines Etc.).

Name: Tender For Construction Of 100 Bedded Hospital Building Including Site Development At Anni, Tehsil Anni, Distt. Kullu (Hp). (Balance Work Of Main Building, Mortuary, Approach Road, Drainage & Medical Gases Pipe Lines Etc.).
Creator: Government Departments
Published: Aug 17, 2026

Issued by Government Departments · Kullu, Himachal Pradesh

Tender Value

28 Crore

Estimated cost

Bid Submission

09 Sep 2026

22 days left

EMD

38 Lakhs

Bank guarantee accepted

Document Fee

1770

Non-refundable

Tender Type

Online

Tender Overview

Organization

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Tender ID

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Competition Type

NCB

Bidding Type

Tender

Location / State

Kullu → Himachal Pradesh

EMD Exemption

Not Available

Quantity

Not Available

Website

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Contact Person

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Address

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Project Description

Tender for Construction Of 100 Bedded Hospital Building Including Site Development At Anni, Tehsil Anni, Distt. Kullu (Hp). (Balance Work Of Main Building, Mortuary, Approach Road, Drainage & Medical Gases Pipe Lines Etc.).

BOQ

Name of Work:- Construction of 100 Bedded Hospital Building including site development at Anni, Tehsil Anni, Distt. Kullu (HP). (Balance work of main building, Mortuary, Approach road, Drainage & Medical Gases Pipe Lines etc.).

Sl. No.	Item Description
1	Sub-Head : Earth Work
2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
3	a) All kinds of soil
4	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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
5	a) All kinds of soil.
6	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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.
7	a) Ordinary rock
8	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 :
9	a) All kinds of soil
10	i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
11	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 up to 1.5 m.
12	Supplying and filling in plinth with local fine sand under floors, including watering, ramming, consolidating and dressing complete.
13	Sub-Head : Concrete Work
14	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
15	a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
16	b) 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).
17	c) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
18	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 :
19	a) 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
20	Centering and shuttering including strutting, propping etc. and removal of form work for :
21	a) Foundations, footings, bases for columns.
22	b) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
23	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.
24	Providing and laying in position cement concrete 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) with 15% plums/stone boulders of specified grade and size and curing complete excluding the cost of centering and shuttering in retaining walls & breast walls. The size of plums shall usually be 150mm to 300mm as per the directions of the Engineer-in-charge.
25	Sub-Head : Reinforced Cement Concrete
26	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
27	a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
28	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
29	a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
30	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
31	Centering and shuttering including strutting, propping etc. and removal of form for :
32	a) Foundations, footings, bases of columns, etc. for mass concrete
33	b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
34	c) Suspended floors, roofs, landings, balconies and access platform
35	d ) Shelves (Cast in situ)
36	e) Lintels, beams, plinth beams, girders, bressumers and cantilevers
37	f) Columns, Pillars, Piers, Abutments, Posts and Struts
38	g) Stairs, (excluding landings) except spiral-staircases
39	h) Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
40	i) Edges of slabs and breaks in floors and walls.
41	i. Under 20 cm wide
42	j) Weather shade, Chajjas, corbels etc., including edges
43	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
44	a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
45	Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
46	Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
47	Providing and fixing SS sheet (2 mm) covering over expansion joints with SS screws as per design.
48	a) 200 mm wide
49	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
50	Sub-Head : Masonry Work
51	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
52	a) Cement mortar 1:6 (1 cement : 6 coarse sand)
53	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 :
54	a) Cement mortar 1:6 (1 cement : 6 coarse sand)
55	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in.
56	a) cement mortar 1:4 (1 cement : 4 coarse sand)
57	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
58	a) Cement mortar 1:4 (1 cement :4 coarse sand)
59	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.ird course of half brick masonry.
60	Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
61	Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
62	Providing and laying 25 cm thick composite stone masonary with stone facing of plain ashlar masonary with Rewalsar or equivalent hard stone in superstructure (above plinth level up to floor five level) in cement mortar 1: 6 ( 1 Cement : 6 coare sand) including pointing with cement mortar 1:2 ( 1 white cement : 2 stone dust ) and concrete backing with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) on inner face of walls including centering shuttering and proping complete.
63	Sub-Head - Stone Work :
64	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with :
65	a) Cement mortar 1:6 (1 cement : 6 coarse sand).
66	Providing and fixing 75 mm dia P.V.C. pipe (working pressure 4Kg./Sqcm.) conforming to IS : 13592 type-A in retaining walls for use as weep holes, laid to required slope complete as per the directions of the Engineer- in- charge.
67	Supplying & back filling with well graded stone boulders of size 150mm to 300mm behind retaining wall, complete as per the directions of the Engineer-in-charge. (Note:- 30% deductions in measurements shall be made for voids).
68	Sub-Head : Cladding Work
69	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
70	a) Granite stone slab colour black, Cherry/Ruby red
71	i) Area of slab over 0.50 sqm
72	Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
73	a) Granite work
74	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
75	Sub-Head : Wood and P.V.C. Work
76	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
77	a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
78	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).
79	Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
80	Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :
81	a) 2nd class teak wood
82	i) 50x12 mm
83	Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
84	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.
85	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.
86	a) Twin rubber stopper
87	Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
88	Providing and fixing to existing door frames.
89	a) 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.
90	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.
91	a) 1.0 mm thick.
92	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 &
93	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 cers, including drilling of holes for fixing hardware and drainage of water etc.
94	After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge.
95	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.
96	Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:
97	(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3
98	(ii) Sites with structure height more than 20m for all wind speeds.
99	a) Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.
100	i) Using R4 series with frame (115mm & above) x (45mm & above) & sash (44mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 meter).
101	Fixed window / ventilator with mullion / transom.
102	i) Using R3 series with frame (55mm & above ) x (45mm & above) & mullion (55mm & above) x (65mm & above). (Height upto 2.5 meter)
103	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
104	a) 100 mm
105	b) 75 mm
106	Providing and fixing bright /matt finished Stainless Steel sliding door bolts of approved quality & make with necessary screws etc all complete as per direction of Engineer-in-Charge.
107	a) 300x16 mm
108	b) 250x16 mm
109	Providing and fixing bright /matt finished Stainless Steel tower bolt of approved quality & make with necessary screws etc all complete as per direction of Engineer-in-Charge..
110	a) 250x10 mm
111	b) 200x10 mm
112	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete as per direction of Engineer-in-Charge..
113	a) 125 mm
114	Providing and fixing fly proof stainless steel grade 304 wire gauge with average width of aperture 1.40 mm in both directions with wire of dia 0.50 mm to uPVC windows, doors & ventilators all complete with uPVC beading as per manufacturer's specification and direction of Engineer-in-charge. (Note :- uPVC beading to be paid in basic frame item).
115	Providing and fixing glazing in uPVC windows, all complete with uPVC beading as per manufacturer's specification and direction of of Engineer-in-charge. ( Note :- uPVC beading to be paid in basic frame item). (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured).
116	a) 6 mm thick toughened energy efficient reflective glass .
117	Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete.
118	Providing and fixing BWP Ply board conforming to IS: 710 of of Merriono/ Greenply/ Century , bonded with phenolformaldehyde synthetic resin in cupboards, shelves, shutters with necessary screws, nails and adhesive etc. all complete as per the direction of Engineer-in-charge
119	a) 18 mm thick
120	Providing and fixing 6mm thick BWP grade commercial ply of Merriono/ Greenply/ Century, bonded with phenolformaldehyde synthetic resin in backing of cupboards, shelves, shutters with necessary screws, nails and adhesive etc. all complete as per the direction of Engineer-in-charge
121	a) 6 mm thick
122	Sub-Head : Steel Work
123	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.
124	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.
125	a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
126	Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 12 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 12 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
127	a) 12 x 125 mm
128	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.).
129	Sub-Head : Flooring
130	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all 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.
131	a) Full Body vitrified tile of size
132	i) Size of Tile 600 x 1200 mm
133	b) Full Body Antiskid Vitrified tiles of size
134	i) Size of Tile 600 x 600 mm
135	Providing and laying GVT Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
136	a) Size of Tile 600x600 mm
137	Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade(0.10 kg of hardener and 0.20 kg of resin per kg), including filling/grouting and finishing complete as per direction of Engineer-in-charge.
138	a) Size of Tile 600x1200 mm
139	Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles
140	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
141	a) Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
142	Providing and laying glazed Vitrified tiles (GVT) in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, wall linning over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
143	a) Size of Tile 600 x 1200 mm
144	Sub-Head : Roofing
145	Providing and fixing plain Multipurpose Cement board ( High Pressure steam cured ) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete (frame work to be paid separately) :
146	a) 6 mm thick cement board
147	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 10 mm gap for thermal expansion, (i) Single socketed pipes.
148	(i) Single socketed pipes.
149	a) 110 mm diameter
150	Providing 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 10 mm gap for thermal expansion.
151	a) Bend 87.5°
152	i) 110 mm bend
153	b) Shoe (Plain)
154	i) 110 mm Shoe
155	Providing 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 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.
156	a) 110 mm
157	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
158	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet,
159	spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.
160	Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
161	GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness60 microns (minimum), including factory painted after bending and perforation and backed with a black Glass fiber acoustical fleece.
162	Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm,
163	rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip intiles into spring 'T' with :
164	GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.
165	Providing and fixing precoated profiled colour coated Galvalume profile sheets of TATA Durashine/ JINDAL Coloron / CRILL (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.5 mm (min. total coated thickness ) tensile strength 550 mpa steel grade, composition -55% Aluminium, 43.4% ZInc & 1.6% Silicon , strength As per IS 1397 - 1993, base metal high tensile
166	steel. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) 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.
167	Providing and fixing precoatedplain Galvalume profile sheets of TATA Durashine /JINDAL Coloron /CRILL as approved by Engineer-in-charge 0.470 mm (min. total coated thickness ) tensile strength 550 mpa steel grade, composition -55% Aluminium, 43.4% ZInc & 1.6% Silicon , strength as per IS 1397 - 1993, base metal high tensile steel sheet 600 mm wide plain precoated sheet for ridges / valleys / flashings / gutters or 200 mm to 600 mm wide E-Board / E Board bottom with nominal 40 mum zinc coated or nominal 25 mum zinc-tin alloy coated, hexhead, self-drilling screws as per AS 3566-2002 class 3 fasteners woth EPDM / Cyclonic washer all complete as per the direction of the Engineer -in-charge.
168	Providing and fixing Fire resistant Wooden Perforated Acoustical wall panels of width 128mm, thickness of 15mm and length of 2440mm or as required by the Architect / approving engineer, made of a High Density Fibre board of GYPTECH to substrate with laminated facing as per the approved shade / species and finish and a melamine balancing layer over the reverse side. The board shall have a special perforated pattern where the visible surface has a (“Helmholtz” fluted perforation of 2mm width and 28mm visible panel) each and to be fixed over 40mm Rockwool laid in wall & fixed with GI clamp and tissue paper complete.
169	Providing and fixing Wood Plastic Composite panel( WPC) of width 192mm, thickness of 15mm and length of 2990 mm or as required by the Architect / approving engineer, of approved brincluding fixing all complete as per the directions of Engineer-in-charge.
170	Providing and fixing Wooden Flooring of AC4 grade of GREEN/VISTA /Pergo or equivalent of approved shade and brand including fixing over 2mm thick foam of approved quailty all complete as per manufacturer specifications and direction of Engineer-in-charge.
171	Sub-Head : Finishing
172	12 mm cement plaster of mix :
173	a) 1:6 (1 cement: 6 coarse sand)
174	15 mm cement plaster on rough side of single or half brick wall of mix :
175	a) 1:6 (1 cement: 6 coarse sand)
176	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
177	White washing with lime to give an even shade:
178	a) New work (three or more coats)
179	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete :
180	a) New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
181	Finishing walls with Acrylic Smooth exterior paint of required shade :
182	a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
183	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
184	a) Two or more coats on new work.
185	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
186	a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
187	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.
188	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
189	a) Two coats.
190	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
191	a) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
192	Providing and fixing 22 gauge chiken wire mesh in required size and shape 150 mm wide and fixed with Bombay nails on vertical and horizontal junctions of RCC and AAC block masonary i/c scaffholding, all leads and lifts etc. Before plastering of surface all complete as per direction of E-In-Charge.
193	Providing and fixing External wall cladding of 6 mm thick decorative compact High Pressure Laminate (HPL) of exterior grade as per EN 438-6 type EDS (Exterior Durable Standard) / EGS ( exterior General Standard) manufactured using specially treated acrylicresins under high pressure and temperature and hardened into sheets , thus providing all weather protection and UV resistance of approved make with edge clipping over aluminium sub structure of aluminium tube having cross section 40x 25x 2 mm all around not more than 60 cms apart in any direction on walls / beams/ columns etc with matching rivets / screws / dash fasterners , scaffolding etc. all complete as per direction of Engineer-in-charge.
194	Sub-Head : Dismantling and Demolishing
195	Disposal of soil (got dumped due to heavy land slide caused by heavy rain from uphill side of breast walls on the levelled ground layout portion of building ) by mechenical transportation including loading,unloading to dumping ground for lead upto 10 kilometer for all
196	Sub-Head : Road Work
197	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.
198	Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres :
199	a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
200	Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 course 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, all complete as per manufacturer's specifications & direction of Engineer in-Charge.
201	a) 80 mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.
202	Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
203	Sub-Head : Sanitary Installations
204	Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
205	a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
206	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :
207	a) W.C. pan with ISI marked white solid plastic seat and lid
208	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :
209	a) Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern
210	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
211	a) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
212	Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required :
213	i) Size 600x450x200mm
214	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
215	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
216	ii) Semi rigid pipe
217	a) 32 mm dia
218	b) 40 mm dia
219	Providing and fixing 600x450 mm beveled edge 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.
220	Providing and fixing toilet paper holder :
221	a) C.P. brass
222	Providing and fixing soil, waste and vent pipes :
223	a) 100 mm dia.
224	i) Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
225	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and includingcement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
226	a) For 100 mm dia. Pipe
227	Providing and fixing plain bend of required degree.
228	a) 100 mm dia
229	i) Sand cast iron S&S as per IS : 3989
230	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
231	i) 100x100x100 mm
232	a) Sand cast iron S&S as per IS - 3989
233	Providing and fixing single equal plain junction of required degree :
234	i) 100x100x100 mm
235	a) Sand cast iron S&S as per IS - 3989
236	Providing and fixing terminal guard:
237	a) 100 mm
238	i) Sand cast iron S&S as per IS - 3989
239	Providing and fixing collar:
240	a) 100 mm
241	i) Sand cast iron S&S as per IS - 3989
242	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter:
243	a) 100 mm
244	Providing 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 :
245	a) 100 mm inlet and 100 mm outlet
246	i) Sand cast iron S&S as per IS: 3989.
247	Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
248	100 mm diameter pipe
249	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.
250	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.
251	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.
252	a) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
253	Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms.
254	Providing and fixing counter top Star white wash basin of Size 56 X 41 cm CAT No. 10017 of Hindware OR Equivalent including 32 mm C.P. brass waste of standard pattern all complete as per Direction of Engineer-In - Charge.
255	Providing and fixing 15 mm CP brass \\"SWAN NECK\\" single lever counter top/table mounted sink cock of ESS ESS or equivalent of approved quality in all respect as per direction of Engineer-in-charge.
256	Extra for providing and fixing 100 mm Dia stainless steel grating with frame (with or without hole) instead of screwed down or hinged SCI grating.
257	Sub-Head : Water Supply
258	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall.
259	a) 15 mm dia. nominal bore
260	b) 20 mm dia. nominal bore
261	c) 25 mm dia. nominal bore
262	d) 40 mm dia. nominal bore
263	Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anticorrosive bitumastic paint, cutting chases and making good the wall:
264	a) 15 mm dia. nominal bore
265	b) 20 mm dia. nominal bore
266	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work
267	a) 20 mm dia. nominal bore
268	b) 25 mm dia. nominal bore
269	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
270	a) 25 to 40 mm nominal bore
271	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
272	a) 25 mm nominal bore
273	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
274	a) 15 mm nominal bore
275	b) 20 mm nominal bore
276	Providing and fixing uplasticised PVC connection pipe with brass unions :
277	i) 45 cm length
278	a) 15 mm nominal bore
279	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :
280	a) 25 mm diameter pipe.
281	b) 40 mm diameter pipe.
282	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
283	a) 25 mm diameter pipe
284	Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work.
285	a) 25 mm diameter pipe
286	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
287	a) 15 mm nominal bore
288	b) 20 mm nominal bore
289	c) 25 mm nominal bore
290	d) 40 mm nominal bore
291	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.
292	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:
293	a) 15 mm nominal bore.
294	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
295	a) 15 mm nominal bore.
296	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
297	a) 15 mm nominal bore.
298	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :
299	a) 15 mm nominal bore
300	Providing and fixing 100mm (one hundred millimetre) chromium plated grating of superior quality approved specification/make for gully, floor or nahni trap complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.
301	a) 100 mm nominal dia.
302	Providing and fixing chromium plated soap dish with holder of approved quality and colour with steel screws and rawl plugs etc complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.
303	Sub-Head : Drainage
304	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 :
305	a) 150 mm diameter
306	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:
307	a) 150 mm diameter S.W. pipe
308	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
309	i) 100x100 mm size P type
310	a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
311	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 : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm 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 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
312	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) :
313	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
314	Extra for depth for manholes
315	i) Size 90x80 cm
316	a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
317	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
318	a) For pipes 100 to 250 mm diameter
319	Making soak pit 2.5 m diameter 3.0 metre 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.
320	a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
321	Sub-Head : Aluminium Work
322	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, 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) :
323	a) For fixed portion
324	i) Powder coated aluminium (minimum thickness of powder coating 50 micron)
325	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).
326	a) Powder coated aluminium (minimum thickness of powder coating 50 micron)
327	Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
328	a) Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.
329	b) Pre-laminated particle board with decorative lamination on both side
330	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
331	a) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
332	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors ,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
333	a) With stainless steel cover plate minimum 1.25 mm thickness.
334	Sub-Head : Water Proofing
335	Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
336	(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.
337	(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.
338	(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.
339	(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).
340	Providing and injecting approved grout through PVC nozzle into walls and floor concrete by suitable gun / pump at required pressure including cutting of nipples after curing etc. all complete in proportion recommended by the manufacturer/specialized agency and as per directions of Engineer-in-Charge. All work shall be executed as per manufacturers specification/ specialized agency recommendation and CPWD specification wherever applicable. A guarantee bond for 10 years as per agreement shall be executed and submitted by the agency).
341	Water proofing on Under ground tank floor and walls with approved material executed by specilized Team as per manufacturers specification and direction of E-I-C. , complete procedure as under.
342	1. Injection grouting to be done before waterproofing coat and shall be paid in seperate item.
343	2. Cleaning all surface and keep ready for application for 1st coat of Waterproofing compound.
344	3. First coat of acrylic polymer D007 + Ambigard 2 K to be applied on all surfaces by brush only.
345	4. Second coat of acrylic polymer D 007 + Ambigard 2 K to be applied over 1st coat.
346	5. After completing final coat all surface shall be moist cured for 24 hours (after minimum of 6 hours of the final coat) .
347	6. All treated surface ( wall and Floor ) shall be protected by 12 mm cement plaster of 1: 4 ratio (1 cement : 4 fine sand ) with neat cement punning. All work shall be executed as per manufacturers specification/specialized agency recommendation and CPWD specification wherever applicable. A guarantee bond for 10 years as per agreement shall be executed and submitted by the agency).
348	Providing and fixing GI Spouts in depressed portions, 40mm dia and 60Cm long in Cement Mortar 1:4 (1Cement: 4Fine Sand) i/c making arrangement for smooth & efficient functioning of the spout as per the direction of the Engineer-in-charge.
349	Sub-Head : Structural Glazing Aluminium Composite Panel.
350	Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.
351	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:
352	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:
353	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 Dimensional 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 separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.
354	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.
355	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.
356	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,
357	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.
358	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.
359	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 sub- head. 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.
360	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 NBL accredited lab or any other accredition body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025
361	(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 mVhr
362	(2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.
363	(3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml
364	(4) 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
365	(5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test. Tests to be conducted on site.
366	(6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml
367	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 strengthened clear float glass 6mm thick, spacer tube 12mm wide, desiccants, 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.
368	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.
369	(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Air gap + 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 the technical sanctioning authority as per the site requirement.
370	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 Engineer-in- Charge.
371	Sub Head:- New Technologies and Materials
372	Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of
373	length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm,
374	spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size 24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge.
375	With 16 mm thick beveled tegular mineral fibre Antimicrobial false ceiling tile confirming to ISO 5 (class 100) specifications
376	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & 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
377	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.
378	(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. Variationin profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
379	a) Frame size 65 x 100 mm
380	b) Frame size 65 x 125 mm
381	Sub-Head : Medical Gases.
382	OXYGEN
383	Providing and fixing (8+8) size Cylinders manifold for Oxygen service with non return valves & copper tail pipe connections i/c carriage complete in all respect as per direction of Engineer in charge.
384	Providing and fixing Fully Automatic control Panel For Oxygen System gas pipe line of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
385	Providing and fixing 4+4 Cylinders Emergency of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
386	Providing and fixing Semi Automatic Control Panel of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
387	Providing and fixing Front Loading Outlet for Oxygen Service with probe of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
388	Providing and fixing BPC Flowmeter With Humidifier Bottle of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
389	NITROUS OXIDE
390	Providing and fixing 3 Cylinders manifold for N2O service with non return valves & copper tail pipe connections with high flow regulator of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
391	Providing and fixing Semi Automatic Control Panel of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
392	Providing and fixing Front Loading Outlet for N20 Service with probe of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
393	Providing and fixing 2 Cylinders Emergency Supply for N2O service with High Flow Regulator of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
394	VACUUM
395	Providing and fixing Central Vacuum System Vacuum Pump with 7.5HP motor (duplex) Vacuum receiver of 1000lt. Capacity tank mounted , bacteria filter, autocut off switch with motor starter & silencer of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
396	Providing and fixing Front Loading Outlet for Vacuum Service with probe of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
397	Providing and fixing Thetare suction trolley with 2 nos. of 2000 ml jar of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
398	Providing and fixing Ward vacuum unit. 600ml capacity reusable jar with safety trap with plastic slide wall mounted type of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
399	Providing and fixing LP Tube of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
400	MEDICAL AIR.
401	Providing and fixing Compressed air system Air cooled , reciprocating Air compressor with 3HP motor (Crompton/Siemens) tank mounted capacity (500 lit.) auto cut off system with filtration system to provide filtration of 0.1 micron of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
402	Providing and fixing Front Loading Outlet for medical air Service with probe of approved makei/c carriage complete in all respect as per direction of Engineer in charge.
403	Providing and fixing Air dryerCapacity – 20 CFM of approved makei/c carriage complete in all respect as per direction of Engineer in charge.
404	ISOLATION VALVE
405	Providing and fixing Isolation valve of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
406	a) Isolation valve 12 mm dia.
407	b) Isolation valve 15 mm dia.
408	c) Isolation valve 22 mm dia.
409	d) Isolation valve 28 mm dia.
410	ZONAL VALVE BOX.
411	Providing and fixing Zonal Valve Box for 2 gas services of approved makei/c carriage complete in all respect as per direction of Engineer in charge.
412	Providing and fixing Zonal Valve Box for 3 gas services of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
413	Providing and fixing Zonal Valve Box for 4 gas services of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
414	AREA ALARM PANEL
415	Providing and fixing the medical gas central alarm having capacity of monitoring 2 gas services of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
416	Providing and fixing the medical gas central alarm having capacity of monitoring 3 gas services of approved make i/c carriage all complete as per direction of engineer in charge.
417	Providing and fixing the medical gas central alarm having capacity of monitoring 4 gas services of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
418	Providing and fixing Pressure guage for O2/Vac/N2O/Air of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
419	Providing and fixing Aneasthesia attachment For Oxygen & Nitrous Oxide of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
420	Providing and fixing Electrical control panel for Vacuum & air of approved make i/c carriage complete in all respect as per direction of Engineer in charge.
421	Providing and fixing Modular Bed Head Panel (3 ft. long), The panel will be made from high strength extruded Aluminum with powder coating and provision for gas outlets ,electricals and accessories as per requirement of approoved make i/c carriage complete in all respect as per direction of Engineer in charge.
422	Providing and fixing Medical Grade Copper Pipe & Fitting :- Solid drawn ,seamless ,deoxidized,non arsenic,half hard,tempered and degreased material conforming to new European standard EN13348:2016. Make : Mexflow. Fittings are made of copper suitable for steam of working pressure of 17 bar i/c carriage complete in all respect as per direction of Engineer in charge.
423	a) 42 mm x 1.2 mm
424	b) 28 mm x 0.90 mm
425	c) 22 mm x 0.90 mm
426	d) 15 mm x 0.90 mm
427	E) 12 mm x 0.70 mm
428	Electrical Works
429	Sub Head-I (Wiring)
430	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
431	a) Group C
432	Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required
433	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
434	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required
435	Wiring 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 conduit as required
436	a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
437	b) 4 X 1.5 sq. mm + 2 X 1.5 sq. mm earth wire
438	c) 6 X 1.5 sq. mm + 3 X 1.5 sq. mm earth wire
439	d) 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
440	e) 2 X 10 sq. mm + 1 X 6 sq. mm earth wire
441	f ) 4 X 10 sq. mm + 2 X 6 sq. mm earth wire
442	g) 4 X 16 sq. mm + 2 X 6 sq. mm earth wire
443	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
444	a) 20 mm
445	b) 25 mm
446	c) 40 mm
447	Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/PVC conduit as required.
448	a) 1x1.5 sq. mm
449	b) 2x1.5 sq. mm
450	c) 3x1.5 sq. mm
451	d) 4x1.5 sq. mm
452	e) 5x1.5 sq. mm
453	f) 6x1.5 sq. mm
454	Supplying 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 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required.
455	Supplying 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 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
456	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
457	a) 5/6 amps switch
458	b) 15/16 amps switch
459	c) 3 pin 5/6 amp socket outlet
460	d) 6 pin 15/16 amp socket outlet
461	e) Telephone socket outlet
462	f) RJ-45 Jack with Cat 6
463	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.
464	a) 1 or 2 Module (75mmX75mm)
465	b) 4 Module (125mmX75mm)
466	c) 8 Module (125mmX125mm)
467	d) 12 Module (200mmX150mm)
468	S/Fixing hexagonal fan box of size 150 mm dia made outof 16 SWG MS sheet including 12mm dia MS rod in the U shape with its vertical legs bent horizontally at the top at least 19 cm on either side and bound to the top reinforcement of the roof at the time of casting i/c S/F 3 mm thick phenolic laminated sheet at the bottom complete as reqd.
469	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.
470	Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.
471	a) 2 Pair
472	Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.
473	a) 1 run of cable
474	b) 2 run of cable
475	Sub Head-II (Distribution System)
476	Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
477	a) 4 way (4 + 12), Double door
478	Supplying and fixing following way, horizontal type SPN / TPN, sheet steel, MCB distribution board, 240/ 415 volts, on surface/ recess, complete with metal door, tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
479	a) 08 Way SPN Double Door
480	b) 12 Way SPN Double Door
481	c) 6 Way TPN (8+18) Double Door
482	Supplying and fixing following 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.
483	a) 5 amps to 32 amps, 240 volts Single pole.
484	b) Double Pole
485	c) 63 amps, 415 volts Four pole.
486	S/F Following rating MCB power protected unit suitable for operation on 230V single phase AC supply complete with all accessories i/c making interconnection etc as required.
487	a) 16A
488	Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
489	a) 25 amps
490	b) 40 amps
491	Supplying and fixing 63 Amps., four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 30 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
492	Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required.
493	Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps \\"C\\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
494	Supplying and fixing Adaptor Box(s) fabricated out of 16 SWG M.S. sheet complete with cutting, welding, painting, sign writing etc. all as required. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57047341

AUTHORITY Government Departments

TENDER VALUE 28 Crore

LAST DATE 09-09-2026

Authority

Authority Name Bharat Sanchar Nigam Limited

Work Description Tender for Construction Of 100 Bedded Hospital Building Including Site Development At Anni, Tehsil Anni, Distt. Kullu (Hp). (Balance Work Of Main Building, Mortuary, Approach Road, Drainage & Medical Gases Pipe Lines Etc.).

Basic Detail

Tender No NIT No. EE/BSNL/CD/KLU/DB / Year 2026-27/06

Bidding Type Tender

Location

City Kullu

State Himachal Pradesh

Key Dates

Publish Date 17 Aug 2026

Submission Date 09 Sep 2026

Open Date 15 Sep 2026

Finance

Tender Value 28 Crore

Tender Fee 1770

EMD 38 Lakhs

Exemption Not Available

Document List

09d7a159-81ea-4ef3-8b2a-f8f13198b1f3.html

BOQ_335755.xls

GCC2006AsAmendeduptodate.pdf

NITAnniHospitalBalancewk-06.pdf

TenderdocumentAnniHospitalBalWk06.pdf

Tendernotice_1.pdf

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Tender Timeline

Aug 17, 2026

11:30 IST

Tender Published

Tender notice published.

Completed

Sep 09, 2026

17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 22 days

Sep 15, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 28 days

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GCC2006AsAmendeduptodate.pdf

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NITAnniHospitalBalancewk-06.pdf

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TenderdocumentAnniHospitalBalWk06.pdf

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Tender For Construction Of 100 Bedded Hospital Building Including Site Development At Anni, Tehsil Anni, Distt. Kullu (Hp). (Balance Work Of Main Building, Mortuary, Approach Road, Drainage & Medical Gases Pipe Lines Etc.).

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09d7a159-81ea-4ef3-8b2a-f8f13198b1f3.html

BOQ_335755.xls

GCC2006AsAmendeduptodate.pdf

NITAnniHospitalBalancewk-06.pdf

TenderdocumentAnniHospitalBalWk06.pdf

Tendernotice_1.pdf

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