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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-Finance 150 SUTIR MATH BERHAMPORE MURSHIDABAD W B 742101 | BERHAMPORE | MURSHIDABAD | WEST BENGAL | 742101 | ₹14.0 L | L1 | Accepted-Finance Lowest rate quoted. |
| 2 | L2₹14.2 LRejected-Finance 195 SREENAGAR 01 NO MADHYAMGRAM KOLKATA 700129 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700129 | ₹14.2 L | L2 | Rejected-Finance Higher rate quoted. |
| 3 | L3₹14.4 LRejected-Finance | ₹14.4 L | L3 | Rejected-Finance Higher rate quoted. |
Tender Value
₹14.0 L
EMD Value
₹28,027
Closing Date
19 Feb 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, MALDA IRRIGATION DIVISION
Green Park, Malda
FPM Works to Spill Checking Embankment on the left bank of river Ganga in between Ch. 0.0 km. to Ch. 3.00 km in Block - Kaliachak III, P.S - Baishnabnagar, Dist- Malda for the year 2026-27
2026_IWD_1000064_25
WBIW/EE/MID/eNIT-9/2025-26
Open Tender
CIVIL WORKS
60 days
Block - Kaliachak III, P.S - Baishnabnagar
Please refer Tender documents.
8 documents required · 8 mandatory
₹28,027
Yes
7 Mar 2026
6 Feb 2026
20 Feb 2026
6 Feb 2026
19 Feb 2026
6 Feb 2026
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
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). For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening
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 equipment 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.
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 will not be accepted), and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB: - Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
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 both ways 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 / pre- post 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 Note: The rate is inclusive of Royalty charges, Cesses Charges and Compensation for earth for land owned / arranged by the contractor. Royalty payment certificate in original from competent authority are to be produced along the bill, otherwise amount due towards royalty @ Rs. 29.00 / Cum and Cess charge @ Rs. 5.30/ Cum will be deducted from the bills of work
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