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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-Finance 30 6 KADIHATI BISHNUPUR 2ND BYE LANE GANTI KOLKATA 700132 | 24 PARAGANAS NORTH | WEST BENGAL | 700132 | ₹5.5 L | L1 | Accepted-Finance Lowest rate quoted. |
| 2 | L2₹5.5 LRejected-Finance BANSHBARI MALDA | ₹5.5 L | L2 | Rejected-Finance Higher rate quoted. |
| 3 | L3₹5.5 LRejected-Finance | ₹5.5 L | L3 | Rejected-Finance Higher rate quoted. |
Tender Value
₹5.4 L
EMD Value
₹10,753
Closing Date
17 Feb 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, MALDA IRRIGATION DIVISION
Green Park, Malda
Maintanance and Repair to the existing protection work at left bank of River Haria for a length of 20 Mtr at Village Doba Haspukur G.P.- Jogdola , Block and P.S.-Bamongola , Dist.-Malda for the year 2026-27
2026_IWD_1002519_2
WBIW/EE/MID/eNIT-10/2025-26
Open Tender
CIVIL WORKS
45 days
Block and P.S.-Bamongola, Dist.-Malda
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,753
Yes
6 May 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Supplying Nylon cage netting 1 metre x 1 metre x 0.4 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.a) For 1m. x 1m. x 0.4m nominal size crate
Labour Charges for Dumping and placing in position properly filled in nylon crates with filled in HDPE bags (maximum 15 nos.) 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 utting trenches upto 15 cm depth, if necessary, or by boat including cost of hire charges of boats with boatmen and other necessary equipment and also including cost of bags, carriage and charges of filling bags with earth/sand but excluding ost of nylon crate as per direction of the engineer- in - charge. N.B- Volume of each earth/sand filled HDPE bags should not be less than 0.0328 cum . size of nylon crate is 1 metre x 1 metre x 0.40 metre. Considering 85% filling of each bag for compaction in the crate for slope pitching as per guideline. (a) Where boats are not necessary.
Supplying Nylon crate 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. 1.01 a) For 1.00m. x 1.00 m. x 1.00 m nominal size crate
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 m 3 . Size of Nylon crate is 1metre X 1metre X 1metre. (a) Where boats are not necessary.
Labour charges for collecting loose scattered laterite and stone boulders from slope, bed or apron and stacking the same above ground level within a lead of 100 metre and all lifts as per direction of the Engineer - in-charge
Relaying displaced stone or laterite boulder pitching including dressing preparing bed with necessary earthwork upto 30 cm depth complete with cost of collection of boulder within a lead of 30 metre.
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 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. a) Beyond 1.00 km and upto 2.00 km
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