Communications and Information Technology Government Departments Closing in 5 days TDR #58102701

Tender For Day To Day Civil Maintenance Of Ty-Iv & Ty-V Bsnl Staff Quarters At P&T Colony, Unit-Iv, Bhubaneswar For The Year-2026-27

Issued by Government Departments · Khordha, Odisha
Tender Value
2.99 Lakhs
Estimated cost
Bid Submission
03 Nov 2026
5 days left
EMD
5990
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Day To Day Civil Maintenance Of Ty-Iv & Ty-V Bsnl Staff Quarters At P&T Colony, Unit-Iv, Bhubaneswar For The Year-2026-27

BOQ

Name of Work:- Day to Day Civil Maintenance of Ty-IV & Ty-V BSNL Staff Quarters at P&T Colony, Unit-IV, Bhubaneswar for the year-2026-27
Sl. No. Item Description
1Sub-Head : Earth Work
2Earth 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.
3All kinds of soil.
4Filling 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.
5Sub-Head : Concrete Work
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
71:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources).
81:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
9Providing 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 :
101:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
11Sub-Head : Reinforced Cement Concrete
12Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of 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 size derived from natural sources).
13Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
14Thermo-Mechanically Treated bars of grade Fe-500D or more.
15Sub-Head : Masonry Work
16Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in:
17Cement mortar 1:6 (1 cement : 6 coarse sand)
18Sub-Head : Wood and P.V.C. Work
19Providing 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).
20Sal wood
21Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)
22Kiln seasoned and chemically treated hollock wood
2330 mm thick shutters
24Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.
25Kiln seasoned and chemically treated hollock wood
2630 mm thick
27Providing 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 :
2830 mm thick shutters
29With ISI marked stainless steel butt hinges ofrequired size - Kiln seasoned and chemically treated hollock wood
30Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
31250x16 mm
32Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :
33200x10 mm
34150x10 mm
35Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
36100 mm
37Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge.
38Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.
3930 mm thick plain PVC door shutters.
40Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.
41Marine plywood conforming to IS: 710
42Sub-Head : Steel Work
43Steel 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.
44In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
45Sub-Head : Flooring
46Cement 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.
4740 mm thick with 20 mm nominal size stone aggregate
48Sub-Head : Roofing
49Providing 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.
50(i)Single socketed pipes.
51110 mm diameter
52Providing 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.
53Bend 87.5°
54110 mm bend
55Providing 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.
56110 mm
57Sub-Head : Finishing
5812 mm cement plaster of mix :
591:6 (1 cement: 6 fine sand)
60Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:
61One coat
62Providing 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.
63Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour complete to give and even shade.
64Old work (one or more coats)
65Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
66With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
67White washing with lime to give an even shade :
68Old work (two or more coats) .
69Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
70One or more coats on old work.
71Sub-Head : Repairs to Buildings
72Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge.
73With cement mortar 1:4 (1 cement : 4 fine sand).
74Renewing glass panes, with wooden fillets wherever necessary:
75Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).
76Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm).
77Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account)
78Cleaning and de-silting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
79Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-
80(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits.
81(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.
82(iii) Chlorination of RCC internal surface by liquid chlorine.
83(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.
84(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
85Providing & fixing White vitreous china water closet squatting pan (Indian type) along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge.
86Orissa pattern W.C Pan of size 580x440 mm
87Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge.
88(a) Internal Work- Exposed on wall
89Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
90Sub-Head : Dismantling and Demolishing
91Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
92Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
93Sub-Head : Sanitary Installations
94Providing and fixing white vitreous china water closet squatting pan (Indian type) :
95Orissa pattern W.C. pan of size 580x440 mm
96Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan.
97Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.
9810 litre capacity - White
99Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :
100White solid plastic seat with lid
101Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :
102Flat back wash basin of size 550x400 mm.
103Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
104Semi rigid pipe
10532 mm dia
106Providing 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.
107Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
108Sub-Head : Water Supply
109Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall
11020 mm nominal outer dia. Pipes.
11125 mm nominal outer dia .Pipes.
11240 mm nominal outer dia. Pipes.
113Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work
11440 mm nominal outer dia. Pipes.
11550 mm nominal outer dia. Pipes.
116Providing 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.
117Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:
11815 mm nominal bore.
119Providing and fixing PTMT bib cock of approved quality and colour.
12015mm nominal bore, 86 mm long. Weighing not less than 88 gms.
121Providing and fixing PTMT pillar cock of approved quality and colour .
12215mm nominal bore, 107 mm long. Weighing not less than 110 gms.
123Sub-Head : Drainage
124Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
125Inside 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) :
126With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
127Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :
128Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5
129Sub-Head : Aluminium Work
130Providing 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) :
131For fixed portion
132Powder coated aluminium (minimum thickness of powder coating 50 micron)
133For 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).
134Powder coated aluminium (minimum thickness of powder coating 50 micron)
135Providing 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):
136With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm)
137Sub-Head : Water Proofing
138Grading roof for water proofing treatment with
139Cement mortar 1:3 (1 cement : 3 coarse sand)
140Sub-Head : NEW TECHNOLOGIES AND MATERIALS
141Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
14225 mm average thickness
143Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
144Bars upto 12 mm diameter
145Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
146SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
147Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.
148Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
14925 mm average thickness in 2 layers.
150Sub-Head : MARKET RATED ITEMS
151Supplying & engaging unskilled labour along with T&P for cleaning of roof terrace , chajja, rain water pipe mouth, drains & cleaning of bushes ,jungles etc. as & when required as per direction of Engineer-in-Charge.
152Providing & erecting single scaffolding system on the external side of building upto three storey height made of best quality bamboo ballies @ 1.5 m centre to centre in both directions including bracing & stiffening as required.
153Shifting and re-fixing of scaffolding materials for removing trees from the external walls and roofs of staff Qtrs. up to height about 10.00 mtr.as per the direction of E-I-C.
154Providing and fixing on wall face unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type B, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
155Single socketed pipes. 110 mm dia
156Providing and laying under ground unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type B, including jointing with seal ring conforming to IS : 5382 or with solvent cement & testing of joints etc all complete as per direction of Engineer-in-charge. Trenching & refilling of excavated soil to be paid extra. (a) Single socketed pipes. (i) 110 mm dia
157Easing and adjusting of Door/window shutter(steel/wood)for free movement of the same by making minor mending / repair to the shutter & frame including providing steel screws wherever required all complete per direction of Engineer-in-charge.
158Cleaning of choked manhole chambers including removing the waste & sludge deposits and flushing of sewer line between manholes with sufficient water while rodding with split bamboo etc. all complete as per direction of Engineer-in-Charge.
159Providing & fixing PVC ball valve with handle of approved quality in existing pipe line including removing the damaged valve etc. all complete as per the direction of Engineer-in-Charge.
16025 mm dia pvc ball valve
16140 mm dia pvc ball valve
16250 mm dia pvc ball valve
163Credit for taking into possession unserviceable dismantled GI / CI pipes & fittings
164Credit for taking into possession unserviceable recovered water supply fittings / fixutures such as brass/c.p. brass/gun metal bib-cock, stop-cock, pillar cock, gate valve upto 25 mm dia and the like on as is where is condition.
165Removing trees and plants from roofs and walls of buildings up to any height either by physically uprooting the same or by pressure spraying suitable herbicide solution like Glyphosate 41% SL (Trade Name-Glypho Star) of Vedic Agro Science Pvt. Ltd. or other equivalent product with all due precautions on the entire exposed plant organs as per company's recommendations and instructions including making good the damages caused with cement plaster 1:4 or cement concrete 1:2:4 as needed etc all complete. The rate includes all materials, labour, T&P & incidentals etc. complete but excluding the cost of scaffolding, if applicable, which is to be paid extra.
166Cleaning of open surface drain of any size i/c removal of debrishes, clay deposit & disposal within a lead of 50m all complete as directed by Engineer-in-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58102701
AUTHORITY Government Departments
TENDER VALUE 2.99 Lakhs
LAST DATE 03-11-2026
Authority
Authority Name Bharat Sanchar Nigam Limited
Work Description Tender for Day To Day Civil Maintenance Of Ty-Iv & Ty-V Bsnl Staff Quarters At P&T Colony, Unit-Iv, Bhubaneswar For The Year-2026-27
Basic Detail
Tender No 31/CE(C)/2026-27/BCD/BBSR.
Bidding Type Tender
Location
City Khordha
State Odisha
Key Dates
Publish Date 17 Oct 2026
Submission Date 03 Nov 2026
Open Date 04 Nov 2026
Finance
Tender Value 2.99 Lakhs
Tender Fee 590
EMD 5990
Exemption Available
Document List
808dfb78-8635-4ebc-ab66-35abe6409ddd.html
BOQ_343858.xls
Tender31.pdf
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Nov 04, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

808dfb78-8635-4ebc-ab66-35abe6409ddd.html

xls

BOQ_343858.xls

pdf

Tender31.pdf

pdf

Tendernotice_1.pdf

Disclaimer

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