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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74,886.81Accepted-AOC VILL MOHISGOTE DHALIPARA P O KRISHNAPUR KOLKATA 700102 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700102 | L1 | Accepted-AOC 1st lowest bidder | |
| 2 | L2₹75,263.12+₹376.31 (0.50%)Rejected-Finance MAHESGOTE KRISHNAPUR ROAD NEW TOWN 24 PGS N KOLKATA 700102 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700102 | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹75,639.44+₹752.63 (1.01%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest bidder |
Tender Value
₹75,263
EMD Value
₹1,505
Closing Date
24 Jan 2026, 3:00 pmClosed
Executive Engineer
Bidhannagar Municipal Corporation
Construction of gulamber along with slab of existing manhole pit against old damaged one, in front of EE Community Hall (EE 132), within ward 32 under Bidhannagar Municipal Corporation.
2026_MAD_988394_3
NIT NO. 2038/PWD(BMC), DTD. 14.01.2026
Open Tender
Miscellaneous Works
Percentage
20 days
Bidhannagar Municipal Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1,505
2 Apr 2026
14 Jan 2026
27 Jan 2026
14 Jan 2026
24 Jan 2026
14 Jan 2026
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (i) From 25 mm to 50 mm thick.
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steelbars. (a) In ground floor including roof.
Construction of of gullypit /inspectionpit / Catchpit gulamber against damaged one
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) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Reinforcement 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 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cum of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following 15. 10262 and 15. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. cement to be supplied by the Manufacturer/ suppiler) In Ground Floor & Foundation. (i) With approved concrete pump.
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame. As per I.S-12592(M.D) i) 15 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover : 565 mm. X 410 mm. X 90 mm.
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