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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC VILL HALSANAPARA P O CHOWRIGACHA P S BERHAMPORE DIST MURSHIDABAD | MURSHIDABAD | WEST BENGAL | ₹18.9 L | L1 | Accepted-AOC lowest Bidder |
| 2 | L2₹18.9 LRejected-Finance | ₹18.9 L | L2 | Rejected-Finance DUE TO QUOTED HIGHER RATE |
| 3 | L3₹18.9 LRejected-Finance | ₹18.9 L | L3 | Rejected-Finance DUE TO QUOTED HIGHER RATE |
| 4 | L4₹18.9 LRejected-Finance VILL P O NATUNGRAM P S KANDI DIST MURSHIDABAD | KOLKATA | WEST BENGAL | 700023 | ₹18.9 L | L4 | Rejected-Finance DUE TO QUOTED HIGHER RATE |
| 5 | L5₹18.9 LRejected-Finance 7 46 UNITED ENGINEERING CO AGRASAIN STREET LILUAH HOWRAH HOWRAH WEST BENGAL 711204 UDYAM WB 08 0039633 | HOWRAH | WEST BENGAL | 711204 | ₹18.9 L | L5 | Rejected-Finance DUE TO QUOTED HIGHER RATE |
Tender Value
₹19.0 L
EMD Value
₹37,909
Closing Date
23 Feb 2026, 5:00 pmClosed
EE/BID
Office of EE/BID
MR of Natatala Chowrigacha embankment on the LB of river Babla for a length of 1500 M at Hasneer Beel Area within Block Berhampore Dist Murshidabad
2026_IWD_1000805_11
WBIW/EE/BID/e-NIT-16/2025-26
Open Tender
CIVIL WORKS
45 days
Berhampore
Please refer Tender documents.
6 documents required · 6 mandatory
₹37,909
Yes
25 May 2026
10 Feb 2026
24 Feb 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
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 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 & including compention of land, Royalty charges and cesses charges etc. complete as per direction of the Engineer-in charge within a lead of a) Beyond 500 km and upto 1.00 km
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.
Extra rate over Item Nos.1 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30metres. Four extra lead
Extra rate over Item Nos.5 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. One extra lift
Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3. Size of Nylon crate is 1metre X 1metre X 1metre. (a) Where boats are not necessary.
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