Housing Urban and Rular Development Boards / Undertakings / PSU Closing in 6 days TDR #56886695

Tender For Renovation And Repairing Work To Block No. A,B,C,D,E And F (Six) Blocks Including Electricall Sub Division Office, Section Office Etc. At Rhe 82, Belgachia Road By Thorough Face Lifting Work By Partial Plastering, Chajja Reconstruction, Dr

Issued by Boards / Undertakings / PSU · Kolkata, West Bengal
Tender Value
81.25 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
6 days left
EMD
1.62 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kolkata → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Renovation And Repairing Work To Block No. A,B,C,D,E And F (Six) Blocks Including Electricall Sub Division Office, Section Office Etc. At Rhe 82, Belgachia Road By Thorough Face Lifting Work By Partial Plastering, Chajja Reconstruction, Drinking Water And Waste Water Line Renovation, Painting And Other Allied Works Including Underground Drain And Plinth Protection Of All The Buildings Situated At Rhe 82, Belgachia Road.

BOQ

Name of Work:- Renovation and Repairing Work to Block No. A,B,C,D,E and F (Six) blocks including Electricall Sub Division Office, Section Office etc. at RHE 82, Belgachia Road by thorough face lifting work by partial plastering, chajja reconstruction, drinking water and waste water line renovation, Painting and other allied works including underground drain and plinth protection of all the buildings situated at RHE 82, Belgachia Road.
Sl. No. Item Description
1Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roofGround Floor
21st Floor
32nd Floor
43rd Floor
54th Floor
6Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roofGround Floor
71st Floor
82nd Floor
93rd Floor
104th Floor
11Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of theEngineer - in - Charge.
12(a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer'sspecification [Cement to be supplied by the Department]
13Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
14Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof
151st Floor
162nd Floor
173rd Floor
18Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification][Mode of measurement:The affected surface area of reinforcement shall be considered for payment]
19Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).
20Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size without hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.a) 25 mm thick
21Cutting chase upto 125 x 150 mm. and subsequentmending of damages. (a) in brick wall [Cement-3.6 Kg/Mtr]
22Cutting holes and subsequent mending good damages.(i) in brick wall (Cement 3.6kg/Mtr)
23Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out aftercompletion of works (upto roof of ground floor)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Ground Floor
241st Floor
252nd Floor
263rd Floor
274th Floor
28Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches.
29Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.Ground Floor
301st Floor
312nd Floor
323rd Floor
334th Floor
34Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawing and direction.II. Other thanSAIL/ TATA/RINLGround Floor
351st Floor
362nd Floor
373rd Floor
384th Floor
39Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and applicationof cement slurry before flooring works using cement @ 1.75kg/sq.m all complete including all materials and labour.In ground floor.3 mm. thick topping (High polishing grinding on this item isnot permitted with ordinary cement).Using grey cement(ii) 25 mm. thickGround Floor
401st Floor
412nd Floor
423rd Floor
43Supplying fitting approved type ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand of any shade. Payment of mending good damages of wall & plaster and painting to be made separately. (b) R.C.C ventilator of 20 mm. thick(i) Upto 0.10 sq.m. area
44Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall)(i) 3 mm thick (weighing 7.4 kg/Sq.m)
45Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (Concrete and brick work for mending damage will be paid separately)(a) Upto area 2.5 Sq.m
46Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(d) Sal : Local.Ground Floor
471st Floor
482nd Floor
493rd Floor
50Renewing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. In cement concrete(1:2:4) including cutting of brick work/concrete work as per direction.(Cost of concrete will be paid separately )(b) 40mm X 6mm, 200mm Length
51(b) 75 mm. thick brick work with 1st class bricks set in cement, sand mortar (1:3) in ground floor including H.B. netting in every alternate layers.Ground Floor
521st Floor
532nd Floor
543rd Floor
55Brick work with 1st class bricks in cement mortar (1:6)(b) In superstructure, ground floor
56Taking out shutter of door and window, dismantling by parts (for repair or replacement of damaged parts) , reassembling and refitting and rehanging same with old fittings but with new screws as necessary. (Where different parts of same shutter are renewed under different item, payment under item 73 will be made once only)
57Styles and rails of wooden shutters fitted and fixed complete. (Payment to be made on area of new work only). In Ground Floor:(ii) 35mm Thick shutter.(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Ground Floor
581st Floor
592nd Floor
603rd Floor
61Panel (made of single plank) of door and window shutters to design as directed:In Ground Floor(Payment to be made on area of exposed new work). (In case of non-supply of single plank penal rate of reduction to a maximum of 30% will be made).(ii) 19mm thick panel of 30cm to 45cm width(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Ground Floor
621st Floor
632nd Floor
643rd Floor
65Shutters of 2/3rd panel and 1/3rd glazed of doors and windows as per design (each panel consisting of a single plank without joint and with ordinary glass of 7.4kg. Per sq.m./3mm thick) fitted with putty bed and teak wood beads and nails including fitting and fixing shutters in position but excluding the cost of glass, putty, teak bead, nails, hinges etc. and other fittings, in ground floor.(iii) 35mm thick shutters with 19mm thick panel.(b) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.Ground Floor
661st Floor
672nd Floor
683rd Floor
69Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.In ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will be made)(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm.
70(A) Iron door ring of approved quality fitted and fixed with nut and washer complete.(i) 50mm dia
71Iron socket bolt of approved quality fitted and fixed complete(b) 100mm long x 10mm dia bolt
72Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark(vi) 100mm. X 50mm. X 1.25mm
73(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor.
741st Floor
752nd Floor
763rd Floor
774th Floor
78Welding in M.S. structural work with gas or electric:(a) Tack weld
79Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately).(a) Small plant of girth of exposed stem upto 75 mm. liftupto 6 mtr
80(b) Medium size plant of girth of exposed stem above 75 mm.but not exceeding 150 mm. lift upto 6 mtr
81Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar(c) 15 mm thick plaster
821st Floor
832nd Floor
843rd Floor
854th Floor
86(ii) With 1:4 cement mortar (b) 10 mm thick plasterGround Floor
871st Floor
882nd Floor
893rd Floor
904th Floor
91Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m
92Labour for Chipping of concrete surface before taking up Plastering work
93White washing including cleaning and smoothening surface thoroughly. (b) Two coats (to be done on specific instruction)
94M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m1st Floor
952nd Floor
963rd Floor
97Drilling holes of requisite diameter in R.S. joists channels, tees. Plates etc.(ii) Extra for drilling beyond depth of 10mm
98Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet
99Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge)
100Applying Interior grade Acrylic Primer of approved quality and brand on plastered or concrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor)(a) One Coatii) Solvent based interior grade Acrylic Primer
101Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.Two Coats
102(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc
103(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
104A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
105(b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
106Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of theEIC.In Ground Floor:(a) Two CoatGround Floor
1071st Floor
1082nd Floor
1093rd Floor
1104th Floor
111Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primerb) Premium 100% Acrylic EmulsionGround Floor
1121st Floor
1132nd Floor
1143rd Floor
1154th Floor
116Z-batten shutters of door and window as per design havings tongued and groovehalf lap jointed as per direction of the Engineer-in-Charge including fitting and fixing shutter in position, but excluding the cost of hinges and other fittings inground floor.(A) Shutter with 25mm thick planks, 19mm thick battens.(i) Sal : Local
117Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
118Making one set of scaffolding only for replacing glass panels, painting, uprooting plant and another repairing works of building and S&P works for external works only with 10 cm. dia bamboo as main posts at the rate of 1 metre centre to centre and 7.5 cm. dia bamboo ties @ 0.75 metre apart fittingand fixing with necessary coir, nails etc. as per direction of the Engineer-incharge.(This item should be executed only after prior approval of the Engineer-incharge). Firstly, one number to be paid and then labour rate for shifting up to further nineteenth (19) times @ 10% each time to be considered. If necessary further after twenty times of total use, another one number new and labourrate for shifting to be considered accordinglya) 3.90 metre height
119Hence for total 399 shifting
120Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(d) 2000 litre capacity
121Labour for hoisting plastic water storage tank.(ii) Above 1500 litre upto 5000 litre capacity.(a) Upto 1st story from G.L.
122(b) Extra for each additional sto
123Labour for punching hole in plastic water storage tank upto 50 mm dia.
124Labour for dismantling G.I. pipe with fittings.(ii) 20 mm
12540 mm
12650 mm
127Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder batsclamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting willbe made seperately)(a) For Exposed Work PVC Pipes(Dia)20 mm
12840 mm
12950 mm
130Dismantling E.P. or Anglo-Indian W.C.
131Supplying, fitting and fixing Anglo-Indian W.C. in white glazed vitreous china ware of approved make complete in position with necessary bolts, nuts etc.(a) With 'P' trap (with vent)
132Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007(Q) Ball Valve(Dia)50 mm
13320 mm
134(O) Reducing TeeSize40 mm x 40mm x25mm
135(E) Tee (Dia)40 mm
13620 mm
137(c ) Elbow (Dia)40 mm
13820 mm
13950 mm
140(U) Male threaded adopter40 mm
14120 mm
142(V) Female threaded adopter40 mm
14320 mm
144Labour for dismantling G.I. pipe with fittings.(ii) 32 mm
14525 mm
146Refixing G.I. pipe with fittings after cleaning where necessary32 mm
14725 mm
148Removing chokage in G.I. pipe including cleaning pipe.32mm
14925 mm
150Dismantling H.C.I. pipe with fittings including melting lead caulked joints.(ii) 75 mm
151(iii)100 mm
152Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length75 mm
153110 mm
154(ii) Double Socketed 3 Meter Length(a)75 mm
155(b)110 mm
156(vii) Double Socketed 0.60 Meter Length(a)75 mm
157(b)110 mm
158(ii) Plain Tee(a)75 mm
159(b)110 mm
160x) Bend 87.5º(b)110 mm
161xi) Door Bend (T.S.)(a)75 mm
162xi) Door Bend (T.S.)110 mm
163(iii) Door Tee110 mm
164xiv) Cross Tee with Door110 mm
165xv) Vent Cowl110 mm
166xvi) Pipe Clip75 mm
167110 mm
168L) Rubber Ring75 mm
169110 mm
170Rubber Lubricant
171xxi) 110 X 110 P Trap75 mm
172Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the totalpipeline including specials.(A) Above ground(i) 75 mm dia
173110 mm
174Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides)(iii) 150 mm
175(iv) 100 mm
176Supplying, fitting and fixing S.W. master trap.(i) 150 mm X 150 mm
177Removing chokage of H.C.I. or S.W. pipe with split bamboo.(a) Underground
178Renewing door of H.C.I. bend or junction with new bolts and nuts including taking out.
179Dismantling yard gully with gratings.(i) 225 mm
180Supplying, fitting and fixing yard gully with approved H.C.I. grating complete.(i) 225 mm X 150 mm with 230 mm gratings
181Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcement upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materiali) With Pakur variety. (SAIL/TATA/RINL)
182Supplying, fitting and fixing S.W. master trap.(i) 150 mm X 150 mm
183Cleaning silt of inspection pit
184Removing sludge from septic tank, soak well etc. by methor labour including disposal of the same outside the compound as directed(c) Upto 50 users:(ii) Beyond a lead of 150 metre and outside the Municipal limit
185Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)(viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover: 470 mm X 420 mm X 80 mmFrame: 590 mm X 550 mm X 170 mmopening: 380mm x 305mmWeight: 100 kg (approx)
186Supplying, fitting & fixing Aluminium domical grating.(ii) 125 mm
187(vii) 3 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeCover: 450 mm X 50 mmFrame: 540 mm X 100 mmopening: 370mmWeight: 46 kg (approx)
188Post Constructional Measures :(a) Anti-termite treatment to the outside of foundations with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1%concentration) with water by weight including cutting shallow channel by excavating soil along andclose to the wall face ensuring uniform dispersal of the chemical emulsion to a depth of 300mm. from the ground level by rodding with 12mm. dia. M.S. rod at 150mm.interval in the channel. 1.75 litres of chemical emulsion per metre length shall be used and a balance quantity of 0.5 litres of the chemical emulsion per running metre shall then be used to treat the back fill earth by directing the spray of the imulsion towards the wall surface. The entire work is to be carried outas per specification laid down in para 4.3.1.1 of codeIS-6313 (Part-III) 1981.
189d) Anti-termite treatment to the junction of wood work and masonry walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight including spraying at the points of contact with the adjoining masonry by drilling 6m. dia holes at a downward angle of about 45 degree at the junction of woodwork and masonry and squirting chemical emulsion intothese holes at the rate of half litre per hole. The entire work is to be carried out as per specification of Code I.S.-6313 (Part-III)-1981. The shutters are to be sprayed with emulsion. on both sides. All wooden fixtures like almirahs, racks etc. are also to be throughly sprayed with chemical emulsion.(Payment will be made on the basis of outside measurements of doors and windows)
190Sub-Total
19118% GST
1921% CESS Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56886695
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 81.25 Lakhs
LAST DATE 27-08-2026
Authority
Authority Name Housing Department
Work Description Tender for Renovation And Repairing Work To Block No. A,B,C,D,E And F (Six) Blocks Including Electricall Sub Division Office, Section Office Etc. At Rhe 82, Belgachia Road By Thorough Face Lifting Work By Partial Plastering, Chajja Reconstruction, Drinking Water And Waste Water Line Renovation, Painting And Other Allied Works Including Underground Drain And Plinth Protection Of All The Buildings Situated At Rhe 82, Belgachia Road.
Basic Detail
Tender No WBHOUSING/EE/KN2D/eNIT-2/26-27
Bidding Type Tender
Location
City Kolkata
State West Bengal
Key Dates
Publish Date 06 Aug 2026
Submission Date 27 Aug 2026
Open Date 03 Sep 2026
Finance
Tender Value 81.25 Lakhs
Tender Fee Ref. Documents
EMD 1.62 Lakhs
Exemption Available
Document List
2911.pdf
58ac6c93-f9bb-4a64-bc9a-6df5734a16d1.html
BOQ_2546217.xls
Tendernotice_1 (16).pdf

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Tender Timeline

Aug 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Sep 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

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BOQ_2546217.xls

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