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Tender For Construction Of Hostel Block Boys And Girls Building Including Site Development For Mountaineering Sub Centre At Jispa District Lahaul Spiti Hp Sh Civil And Electrical Work

Issued by Government Departments · spiti, Himachal Pradesh
Tender Value
2.76 Crore
Estimated cost
Bid Submission
18 Feb 2025
0 days left
EMD
5.52 Lakhs
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
spiti → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Hostel Block Boys And Girls Building Including Site Development For Mountaineering Sub Centre At Jispa District Lahaul Spiti Hp Sh Civil And Electrical Work

BOQ

Name of Work: “Construction of Hostel Block (Boys & Girls) Building including site development for Mountaineering Sub Centre at Jispa, District Lahaul Spiti (HP) (SH:- Civil and Electrical Work]\".
Sl. No. Item Description
1Sub-Head : Earth Work
2Earth 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.
3a) All kinds of soil
4Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.
5a) Ordinary rock
6Earth 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.
7a) All kinds of soil.
8Excavation 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.
9a) Ordinary rock
10Excavating 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 :
11a) All kinds of soil
12i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
13Filling 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.
14Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
15a)All kinds of soil.
16Sub-Head : Concrete Work
17Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
18a)1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size)
19b) 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)
20Providing 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 :
21a) 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
22Centering and shuttering including strutting, propping etc. and removal of form work for :
23a) Foundations, footings, bases for columns.
24b) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
25Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 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 leveling and dressing and finishing the top smooth.
26Sub-Head : Reinforced Cement Concrete
27Providing 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 :
28a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
29Reinforced 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 :
30a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
31Reinforced 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 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) : 3 graded stone aggregate 20 mm nominal size).
32Centering and shuttering including strutting, propping etc. and removal of form for :
33a) Foundations, footings, bases of columns, etc. for mass concrete
34b) Suspended floors, roofs, landings, balconies and access platform
35c) Lintels, beams, plinth beams, girders, bressumers and cantilevers
36d) Columns, Pillars, Piers, Abutments, Posts and Struts
37e) Stairs, (excluding landings) except spiral-staircases
38f) Weather shade, Chajjas, corbels etc., including edges
39Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete below and above plinth level.
40Thermo-Mechanically Treated bars of grade Fe-500D or more.
41Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
42Sub-Head : Masonry Work
43Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
44a) Cement mortar 1:6 (1 cement : 6 coarse sand)
45Brick 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 :
46a) Cement mortar 1:6 (1 cement : 6 coarse sand)
47Half 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.
48a) Cement mortar 1:4 (1 cement :4 coarse sand)
49Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry course of half brick masonry.
50Providing 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).
51Providing and laying broken autoclaved aerated cement (AAC) blocks and/or bats (light weight, having density 550-650 kg/m3) of nominal size 25mm to 65mm in the sunken portion of toilets upto floor five level all complete as per the direction of Engineer-in-charge.
52Sub-Head - Stone Work :
53Random 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 :
54a) Cement mortar 1:6 (1 cement : 6 coarse sand).
55Supplying & Filling with stone boulders of size 150 to 300 mm in plum concrete of retaining wall complete as per the direction of the Engineer-in-charge. ( Note :- 30% deduction shall be made for voids in boulder filling)
56Providing and fixing 75 mm dia Rigid PVC 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.
57Sub-Head : Cladding Work
58Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
59a) Granite stone slab colour black, Cherry/Ruby red
60i) Area of slab over 0.50 sqm
61Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of stepsand 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.
62Sub-Head : Woodand P.V.C. Work
63Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia. & length (hold fast lugs or dash fastener shall be paid for separately).
64Second class teak wood
65Providing and fixing BWP grade factory machine pressed pre-laminated flush door shutters of exterior grade with teak wood lippingon edgesas per IS:2202-Part 1of approved make core of block board construction with frame of 1st class hard wood and well matched 1 mm thick high pressure decorative laminationconfirming to IS :2046 -95 above 3 ply veneeringon both faces of shutters with high density protective surfacelayer and reverse side of adhesive bonding quality conform to IS:2046 Type-S :
6635 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
67Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
68Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :
69a) 35 mm thick shutters.
70i) with ISI marked M.S. pressed butt hinges bright finished of required size - Second class Deodar wood
71Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :
72a) 2nd class Deodar wood
73i) 50x20 mm
74Providing 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 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
75Class 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.
76(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.
77a) Frame size 65 x 125 mm
78Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof,
79water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required sizewith necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.
80(Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
81a) 30 mm thick
82Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete :
8325 mm dia.
84Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
85a) Fixed to steel windows by welding.
86Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and fixing with necessary screws etc., complete.
87a) Overall width 35 mm.
88Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessaryaccessories and screws etc. complete.
89Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete :
90a) 150 mm
91Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete.
92a) Size 50 mm
93Providing and fixing Stainless steel sliding door boltstransparent or dyed to required colour or shade with nuts and screws etc. complete :
94a) 300x16 mm
95b) 250x16 mm
96Providing and fixing SStower bolts transparent or dyed to required colour or shade with necessary screws etc. complete :
97a) 250x10 mm
98b) 200x10mm
99Providing and fixing stainless steel handlestransparent or dyed to required colour or shade with necessary screws etc. complete :
100a) 125 mm
101b) 100 mm
102Providing 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.
103a) Twin rubber stopper
104Providing & 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.
105a) 1.0 mm thick.
106Providing & Fixinglaminated sheet of in white / ivory shade of Century/Greenply/Merino make, inside of cupboard etc. with adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
107a) 0.8 mm thick.
108Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer-in-charge.
109Providing and fixing MS powder coated set of five pegs (Hooks) of approved quality with MS screws all complete as per direction of the Engineer-in-charge .
110P/F PVC rubber Silencer on the rear side of door shutter to avoid collision between wall and door shutter as per directions of Engineer in Charge.
111Providing and fixing BWP Ply board conforming to IS: 710 of of Merriono/ Greenply/ Century/Archid/Kitply , 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
112a) 18 mm thick
113Providing and fixing 6mm thick BWP grade commercial ply of Merriono/ Greenply/Century/ Archid/ Kitply , bonded with phenolformaldehyde synthetic resin in backing ofcupboards, shelves, shutters with necessary screws, nails and adhesive etc. all complete as per the direction of Engineer-in-charge
114a) 6 mm thick
115Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head,
116comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers,
117plastic 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.
118After 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.
119Section 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.
120Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:
121(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3
122(ii) Sites with structure height more than 20m for all wind speeds.
123a) Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.
124i) 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).
125b) Fixed window / ventilator without mullion / transom
126Using R3 series with frame (55mm & above ) x (45mm & above) & mullion (55mm & above) x (65mm & above). (Height upto 2.5 meter)
127Providing 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).
128Providing 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).
129i) 6 mm thick toughened glass .
130Sub-Head : Steel Work
131Structural 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.
132Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
133Providing 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.).
134Sub-Head : Flooring
135Cement 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.
136a) 40 mm thick with 20 mm nominal size stone aggregate
137Providing and fixing glass strips in joints of terrazzo/ cement conc. Flooring
138a) 40 mm wide and 4 mm thick
139Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm including pointing in white cement mixed with pigment of matching shade complete.
140Providing and laying full body 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.
141a) Size of Tile 600x600 mm
142Providing and laying full body Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments
143a) Size of Tile 600x600 mm
144Grouting 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.
145a) Size of Tile 600x600 mm
146Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles
147Providing and layingGVTvitrified floor tiles of approvedin smooth finish Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, in all colours & shade in wall liningover 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including using PVC spacer 2 to 3 mm thick and after removing the spacers,
148the joints shall be filled using epoxy grout mix of 0.7 kg of organic coated filler of desired shade , 0.1 Kg of hardner and 0.2 kg of resin per kg of grout and finishing all complete as per direction of E-In-Charge.
149a) Size of Tile1200x600 mm
150Providing 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.
151a) Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
152Providing 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 .
153Laying 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.
154a) Glazed Vitrified tiles Matt/Antiskid finish of size
155i) Size of Tile 600 x 600 mm
156Sub-Head : Roofing
157Providing 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.
158(i)Single socketed pipes.
159a) 110 mm diameter
160Providing 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.
161a) Coupler
162i) 110mm
163b) Bend 87.5°
164i) 110 mm bend
165c) Shoe (Plain)
166i) 110 mm Shoe
167Providing 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.
168a) 110 mm
169Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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
17012 metre or as desired by Engineerin- 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.
171Providing 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 :
172a) Ridges plain (500 - 600mm)
173b) Flashings/ Aprons.( Upto 600 mm)
174c) Barge board (Upto 300 mm)
175d) Gutter (600 mm over all girth)
176Providing 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.
177Providing 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
178galvanized 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 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
179galvanized 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,
180spaced 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.
181a) With 16 mm thick beveled tegular mineral fibre Antimicrobial false ceiling tile confirming to ISO 5 (class 100) specifications
182Providing 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 MEGA STAR or equivalent including fixing all complete as per the directions of Engineer-in-charge.
183Sub-Head : Finishing
18418 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 6mm thick cement plaster 1:6 (1 cement: 6 fine sand).
18515 mm cement plaster on rough side of single or half brick wall of mix :
186a) 1:6 (1 cement: 6 coarse sand)
187Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.
188a) New work (two or more coats) over and including water thinnable priming coat with cement primer.
189Finishing walls with Acrylic Smooth exterior paint of required shade :
190a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
191Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
192a) Two or more coats on new work.
193Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
194a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
195Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
196Providing 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.
197Providing & fixing G.I. chicken wire mesh of nominal size upto 20mm having 24 gauge thick with G.I. nails etc. to wall surface of dissmilar material viz RCC and brick work etc.all complete.
198Sub-Head : Sanitary Installations
199Providing 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 :
200a) W.C. pan with ISI marked white solid plastic seat and lid
201Providing 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:
202a) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
203Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
204Providing 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 :
205a) Kitchen sink with drain board
206i) 510 x 1040 mm bowl depth 250 mm.
207Providing 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.
208Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
209a) Flexible pipe
210i) 32 mm dia
211Providing 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.
212Providing and fixing high pressure upvc spigot and socket Integrated Rubber Ring (IRR) waste and ventilating pipes conforming to IS 13592 Type B including jointing with seal ring (IRR) leaving 10mm gap for thermal expansion
213a) 110mm Dia Single Socketed Pipes
214Providing and fixingupvc moulded IRR fittings forwaste and ventilating pipesincluding jointing with seal ring(IRR) leaving 10mm gap for thermal expansion:-
215a) Bend 87.5 degree: 110 mm bend.
216b) Door Bend 87.5 degree: 110 mm door bend.
217c)Single tee without door: 110 x 110 x 110 mm.
218c) Single tee with door: 110 x 110 x 110 mm.
219d) Coupler : 110mm
220e) Vent Cowl : 110mm
221f) P-Trap 125x110mm
222g) Nahani Trap 110x110mm
223Providing and fixing hinged stainless steel jali (grating) with or without hole for waste pipe for floor/Nahni trap.
224100 mm dia
225Providing 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.
226600 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.
227Providing 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.
228Sub-Head : Water Supply
229Providing 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.
230a) 15 mm dia. nominal bore
231b) 20 mm dia. nominal bore
232c) 25 mm dia. nominal bore
233d) 32 mm dia. nominal bore
234e) 40 mm dia. nominal bore
235Providing 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:
236a) 15 mm dia. nominal bore
237b) 20 mm dia. nominal bore
238Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work
239a) 25 mm dia. nominal bore
240Making 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 :
241a) 25 to 40 mm nominal bore
242Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
243a) 25 mm nominal bore
244Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
245a) 15 mm nominal bore
246Providing and fixing uplasticised PVC connection pipe with brass unions :
247a) 45 cm length
248i) 15 mm nominal bore
249Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
250a) 15 mm nominal bore
251b) 20 mm nominal bore
252c) 25 mm nominal bore
253d) 32 mm nominal
254e) 40 mm nominal bore
255Providing 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.
256Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:
257a) 15 mm nominal bore.
258Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
259a) 15 mm nominal bore.
260Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
261a) 15 mm nominal bore.
262Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :
263a) 15mm nominal bore
264Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
265Sub-Head : Drainage
266Providing and layinghigh pressure upvc spigot and socket Integrated Rubber Ring (IRR)pipes conforming to IS 13592 Type B including jointing with seal ring (IRR) leaving 10mm gap for thermal expansion
267a) 110mm Dia Single Socketed Pipes
268Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round upvc pipes including bed concrete as per standard design:
269a) 110 mm diameter upvc pipe
270Providing 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 300x300 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 :
271a) 100x100 mm size P type
272i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
273Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size),
274inside 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 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
275Inside 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) :
276With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
277Extra for depth for manholes
278a) Size 90x80 cm
279i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
280Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :
281With 20x20 mm square bar
282Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
283a) L D - 2.5
284i) Rectangular shape 600x450 mm internal dimensions
285Making 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.
286a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
287Sub-Head : Water Proofing
288Providing and laying water proofing treatment to vertical and horizontalsurfaces of depressed portions of W.C., kitchen and the like consistingof:
289(i)Ist course of applying cement slurry @ 4.4 kg/sqm mixed withwater proofing compound conforming to IS 2645 in recommendedproportions including rounding off junction of vertical andhorizontal surface.
290(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarsesand) mixed with water proofing compound in recommendedproportion including rounding off junction of vertical and horizontalsurface.
291(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.
292(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at jointsof PVC sheet should be 100 mm wide and pasted to each otherwith bitumen @ 1.7 kg/sqm).
293Electrical Work
294SUB HEAD-I (Interna Wiring)
295Wiring 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.
296Group A
297Wiring 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.
298Wiring 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.
299Wiring 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.
300Wiring 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.
301a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
302b) 4 X 1.5 sq. mm + 2 X 1.5 sq. mm earth wire
303c) 2 X 10 sq. mm + 1 X 6 sq. mm earth wire
304Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6amps modular socket outlet and 5/6 amps modular switch, connection etc. as required.
305Supplying 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.
306Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
307SUB HEAD-II (Distribution System)
308Supplying and fixing following way, horizontal type SPN , sheet steel, MCB distribution board, 240 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) (Make-Havells -Metallica )
309a) 12 Way SPNDouble Door (CAT No-DHDNSHODAW12 )
310b) 16 Way SPNDouble Door (CAT No-DHDNSHODAW16 )
311Supplying and fixing following way, horizontal type TN , sheet steel, MCB distribution board, 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)
312a) 4 way (8 + 12), Double door
313Supplying 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.
314a) 5 amps to 32 amps, 240 volts Single pole.
315b) 40A SP MCB
316c) Double Pole 40A
317d) 63A 4Pole MCB
318Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
319a) 40 amps
320Supplying and fixing following rating, Fourpole, (Threee phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. asrequired.
321a) 63 Amps
322Supplying and fixing Cable End Box ( IP 43 ) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required.
323a) For 10 way, Double door SPN MCBDB
324b) For 14 way, Double door SPN MCBDB
325Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
326SH-III (Telephone, Television Wiring & Conduting Only)
327Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.
328a) 1 or 2 Module (75mmX75mm)
329b) 3 Module (100mmX75mm)
330Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
331a) 5/6 amps switch
332b) 3 pin 5/6 amp socket outlet
333c) Telephone Socket outlet.
334d) TV Antenna socket outlet.
335Supplying 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.
336a) 20mm
337b) 25mm
338Supplying 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.
339a) 2 Pair
340Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
3411 run of cable
342SUB HEAD-IV (Earthing )
343Earthing 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.
344Providing and Fixing 25 mm X 5 mm G.I strip in 40mm dia GI pipe from earth electrode including connection with GI nut bolt, spring washer, excavation and refilling etc as required
345Supplying and laying 25 mm X 5 mm G.I strip on surface or in recess etc as required.

AI Tender Summary

OUR REF NO 47630581
AUTHORITY Government Departments
TENDER VALUE 2.76 Crore
LAST DATE 18-02-2025
Authority
Authority Name Bharat Sanchar Nigam Limited
Work Description Construction Of Hostel Block Boys And Girls Building Including Site Development For Mountaineering Sub Centre At Jispa District Lahaul Spiti Hp Sh Civil And Electrical Work
Basic Detail
Tender No EE/BSNL/CD/KLU/DB/Year 2024-25/09
Bidding Type Tender
Location
City spiti
State Himachal Pradesh
Key Dates
Publish Date 07 Feb 2025
Submission Date 18 Feb 2025
Open Date 24 Feb 2025
Finance
Tender Value 2.76 Crore
Tender Fee 1770
EMD 5.52 Lakhs
Exemption Not Available
Document List
6bb45180-a3f1-4340-9a75-3fb592eec66b.html
BOQ_253091.xls
NIT-HostelBoysandGirlsJis_1.pdf
Tendernotice_1.pdf

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Tender Timeline

Feb 07, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 18, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 24, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

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html

6bb45180-a3f1-4340-9a75-3fb592eec66b.html

xls

BOQ_253091.xls

pdf

NIT-HostelBoysandGirlsJis_1.pdf

pdf

Tendernotice_1.pdf

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