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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | ₹3.0 L | L1 | Accepted-Finance L1 BIDDER |
| 2 | L2₹3.1 LRejected-Finance DAG 1783 KANMARI 10 NO UTTAR DAKSHIN KANMARI SANDESHKAHLI NORTH 24 PARAGANAS WB 743442 | SANDESHKAHLI | NORTH 24 PARGANAS | WEST BENGAL | 743442 | ₹3.1 L | L2 | Rejected-Finance L2 BIDDER |
| 3 | L3₹3.2 LRejected-Finance | ₹3.2 L | L3 | Rejected-Finance L3 BIDDER |
| 4 | Rejected-Technical 100 RABINDRA SARANI NIMTA KOLKATA 700049 | KOLKATA | KOLKATA | WEST BENGAL | 700049 | - | - | Rejected-Technical Less quantam of similar nature of work. |
Tender Value
₹3.0 L
EMD Value
₹6,032
Closing Date
13 Feb 2026, 2:00 pmClosed
EE_UDD
Office of the Executive Engineer Urban Drainage Division Jalasampad Bhavan(4th Floor), Bidhannagar, Kolkata- 700 091.
Clearing drainage congestion in Babanpur Khal From chainage 1700 to chainage 1850 Metre for a length of 150 M in North Barrackpore Municipality BarrackporeII Block PSMohonpur Dist North 24 Parganas Under Urban Drainage Sub-Division NoI of Urban Drain
2026_IWD_1000156_4
WBIW/EE/UDD/e-NIT-15/2025-26
Open Tender
CIVIL WORKS
14 days
BABANPUR KHAL
REFER TO NIT
5 documents required · 5 mandatory
₹6,032
Yes
9 Mar 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
Earthwork in excavation in all kinds of soil for making embankments,repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any othermechanical means on land , including loading, transporting, unloadingand stacking with all lifts bothways and head load where necessary anddepositing the same on embankments, clannels, filling depressions inrequisite profile, levelling as per direction of the Engineer-in-charge NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. A) Beyond 500 metre and upto 1.00 km
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg)
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling willnot beaccepted ) , andstacking withina lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
Removing earth/sand filled poly bags/gunny bags from the channe bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site.
Disposal/carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 m and upto a distance of 5.00 km from the excavated point including cost of stacking, loading, unloading, transporting, arrangement of land, if required by agency, spreading and levelling as necessary etc. complete. Measurement: By stacks at loading point after deducting voids as per rule. (This item can only be used after obtaining permission from the concerned Superintending Engineer).
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