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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC RINDIA BAMUN PARA RINDIA DIST PURBA BARDHAMAN PIN 713420 | RINDIA | PURBA BARDHAMAN | WEST BENGAL | 713420 | ₹5.0 L | L1 | Accepted-AOC L1Bidder |
| 2 | L2₹5.1 LRejected-Finance VILL CHAKTANTUL PO RONDIA DIST PURBA BARDHAMAN | HOOGHLY | WEST BENGAL | 712134 | ₹5.1 L | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹5.1 LRejected-Finance CHAKTENTUL P O RONDIA DIST PURBA BARDHAMAN PIN 713420 | PURBA BARDHAMAN | WEST BENGAL | 713420 | ₹5.1 L | L3 | Rejected-Finance L3 Bidder |
| 4 | Rejected-Technical VILL NARAYANCHAK P O TERAPEKHIA P S NANDIGRAM DIST PURBA MEDINIPUR | HOOGHLY | WEST BENGAL | 712134 | - | - | Rejected-Technical DisQualified |
Tender Value
₹5.0 L
EMD Value
₹10,065
Closing Date
25 Feb 2026, 12:00 pmClosed
EE AID
EE Asansol Irrigation Division,Sreepally,Asansol,Paschim Bardhaman
Palliative protection work to the right bank of river Ajoy near Darbardanga Durga Mandir for a length of 45.0 Metre of G.P., Block and P.S. Jamuria , District Paschim Bardhaman under Asansol Irrigation Division
2026_IWD_1000153_2
WBIW/EE/AID/eNIT09/2025-26(2nd call eNIT08/2025-26)
Open Tender
CIVIL WORKS
Jamuria
Please refer Tender Document
6 documents required · 6 mandatory
₹10,065
Yes
11 Mar 2026
10 Feb 2026
25 Feb 2026
10 Feb 2026
25 Feb 2026
10 Feb 2026
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length).
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) Where boats are not necessary.
Supplying, fitting and fixing with Iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)
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 perdirection 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 at site High Density Polyethylene (HDPE) bag of size 0.84 mx 0.38 m conforming to BIS: 14252: 2015 for bank protective works including all cost of cost of transportation on road by allmeans, including other incidental charges complete.Note: Payment will be made subject to the result of 3rd Party Testing to be done by the Engineer-in-charge departmentally. Paragraphs 2.8 including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of "Specification for Works" in the USOR shall be reproduced and included In the tender document as "Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags" in case of use of this item in the estimate
Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within Initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum).
Extra rate for item no above for each additional lead of 60 metre or part thereof over the initial lead of 30 metre.
Earthwork in excavation in all kinds of soll 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, fillingdepressions 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 1.00 km and upto 2.00 km
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