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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC RONDIA BAMUN PARA RONDIA DIST PASCHIM BARDHAMAN PIN 713420 | RONDIA | PASCHIM BARDHAMAN | WEST BENGAL | 713420 | ₹4.7 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹4.7 LRejected-Finance BIDHANNAGAR DURGAPUR DIST PASCHIM BARDHAMAN PIN 713212 | DURGAPUR | PASCHIM BARDHAMAN | WEST BENGAL | 713212 | ₹4.7 L | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹4.7 LRejected-Finance VILL CHAKTANTUL PO RONDIA DIST PURBA BARDHAMAN | HOOGHLY | WEST BENGAL | 712134 | ₹4.7 L | L3 | Rejected-Finance L3 Bidder |
Tender Value
₹4.7 L
EMD Value
₹9,356
Closing Date
18 Feb 2026, 3:00 pmClosed
EE DHWD
Office of the Executive Engineer Damodar Headworks Division DVC NEW COLONY DURGAPUR-2
Repair inspection path of Ajay right Embankment No.29 from ch.472.00 to ch.496.00 Vill.Gopalpur to Maliara , Block Aushgram-II, under Damodar Headworks Division
2026_IWD_1000366_6
WBIW/EE/DHWD/eNIT29(e)/25-26
Open Tender
CIVIL WORKS
Rondia
Please refer Tender Document
6 documents required · 6 mandatory
₹9,356
Yes
15 Mar 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile includingsupply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, 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. b) Beyond 500.00 m to 1.00 km
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating jhama metal (63 mm to 45 mm) with moorum screeing.
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.
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