NIT No- 682/PWD/ROAD/BMC (2ND Call) of 386/PWD/ROAD/BMC, Dated- 09/10/2026

Bidhannagar Municipal Corporation · Bidhannagar, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹63.8L
EMD: ₹1.3L
Published: 10 Oct 2026
Closing date: 28 Oct 2026
Status: open
Status as of: 19 Oct 2026 00:12 UTC
Ministry: Municipal Affairs Department
Department: Urban Local Bodies
Office: Bidhannagar Municipal Corporation

Description

Construction of a dropping pumping station on the drainage main line outfall and CC road concreting from the house of Proloy Mitra to Nath Cafe at Dakshinabas of Hatiyara, Ward No. 14, under Bidhannagar Municipal Corporation. Fund: U.D. and M.A. Fund.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (34)

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. — Qty: 27.84 % Cum.
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. — Qty: 27.84 % Cum.
(c) Depth of excavation for additional depth beyond 3000 mm. excluding cost of shoring as necessary. — Qty: 18.84 % Cum.
(a) Beyond 4000 mm to 6000 mm below G.L. — Qty: 22.08 % Cum.
Hire and Labour charges for shoring with sheet pile (8mm thick) & ISMB – 250 runner struts, anchor tie etc. complete, Beam section confirming to IS-226 IS: 808 & SP(6)- 1964 including cutting to requisite length, fabrication with necessary welding confirming to IS: 816-1956 & IS: 1995 etc. for overall depth of excavation from GL. a) 4.0 M to below 5.0 M. — Qty: 97.8 Sqm.
(A)Filling in foundationorplinthby silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturationwith water, rammingcompleteincludingthecostofsupply of sand. (payment to bemade onmeasurement of finished quantity) — Qty: 3.9 % Cum.
Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). PCC Grade M20 — Qty: 81.73 Cum.
Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 4.24 MT
Hire 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 after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. — Qty: 265.75 Sqm.
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 460 mm X 75 mm Frame: 620 mm X 150 mm opening: 360mm Weight: 100 kg (approx) — Qty: 5 Each
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth — Qty: 18.82 Cum.
Artificial 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 application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (i) 25 mm. thick — Qty: 73.35 Sqm.
Plaster (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 — Qty: 520.38 Sqm.
Supplying fitting and fixing steel rolling grills link type, shutter with 18 B.G .of approved type steel to the section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. — Qty: 3 Sqm.
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket,handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20mm down cutting holes and mending good damages to match withexisting surface complete in all respect excluding glazing. (b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars.[The extra rate admissible for theopenable portion only] — Qty: 1.5 Sqm.
Dewatering by pumps including all allied lifts and making all arrangement of disposal where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance work related to leakage breakage and making wet connections. — Qty: 6000 HP-HR
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete 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) (b) Two Coats. i) Water based interior grade Acrylic Primer. — Qty: 520.38 % Sqm.
Protective 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 primer. b) Premium 100% Acrylic Emulsion . — Qty: 520.38 Sqm.
M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all omplete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural member — Qty: 1.5 MT
Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof: c) With 0.80 mm thick sheet — Qty: 90 Sqm.

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