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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC TAKI NORTH 24 PARGANAS | TAKI | NORTH 24 PARGANAS | WEST BENGAL | ₹4.6 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹4.7 LRejected-AOC VILL GACHARATI P O TAKI P S BASIRHAT NORTH 24 PARGANAS PIN 743429 | TAKI | NORTH 24 PARGANAS | WEST BENGAL | 743429 | ₹4.7 L | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹4.7 LRejected-AOC VILL GACCHARATI P O TAKI P S BASIRHAT DIST NORTH 24 PARGANAS WEST BENGAL | TAKI | NORTH 24 PARGANAS | WEST BENGAL | ₹4.7 L | L3 | Rejected-AOC 3rd Lowest |
Tender Value
₹4.7 L
EMD Value
₹9,327
Closing Date
23 Feb 2026, 5:00 pmClosed
EE/BID
Office of the Executive Engineer Basirhat Irrigation Division Postal address Dhaltitha with Telephone No. 03217 265258
Restoration to damaged Sundarban embankment for a length of 50.00 metre near Shivam Hotel at Kalitala along the right bank of river Ichamati in ward no-04 of Taki Municipality, Dist.-North 24 Parganas of Basirhat Irrigation Sub-Division under Basirh
2026_IWD_1000187_33
e NIT No. -WBIW/EE/BID/e-NIT- 29 of 2025-26
Open Tender
CIVIL WORKS
14 days
Ward no-04 of Taki Municipality
Please refer Tender documents.
5 documents required · 5 mandatory
₹9,327
30 Mar 2026
10 Feb 2026
25 Feb 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
Earthwork supplied by boat within a lead of 8.0 KM & all lifts for making embankments or for repairs to embankments, closing breaches or for any other purposes including loading, transporting, unloading and spreading in layers of 25 cms as per profile, all lifts bothways and head load including breaking clods, rough dressing ramming etc. complete as per direction of Engineer-in-charge.
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (iii) 15 cm av. diameter
Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 15 cm av. diameter
Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. (a) Width of thinner end above 10 cm. and less than 15cm. (i) Jhaw / Eucalyptus
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 or Brick aggregates / Brick bats, 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.The rate is exclusive of G.S.T. and Labour welfare cess and including 10% of contractors profits. Size of Nylon crate is 1metre x 1metre x 1metre. a) Where boats are not necessary.
Bricks / Jhama / Bats Sorted & stacked at site. (f) Brick bats.
Labour charge for dumping / laying of Laterite / Stone Boulders 25 kg & above / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges.
Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means,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).
Making sausages circular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside wire net caging made of 10 S.W.G. galvanised iron wire square pattern (internal dimension of mesh will be 100 mm. x 100 mm. square) galvanised wirenet caging with proper lapping of minimum 150 mm and sewing with 12 SWG. galvanised iron wire including cost of all materials, carriage up to site, placing and laying the same after preparing the bed/trench to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces .) b) 0.75 metre diameter.
Labour charges for launching sausage length above 2.00 metre from boats in proper position and where use of multiple boat is necessary, including hire charges of boat, boatman etc complete as per direction of the Engineer-in-charge. b) Sausage of 0.75 metre diameter.
Supply of G.I wire netting of different mesh and made with different SWG G I wire at site as per direction of the Engineer-in-charge. a) Mesh size 100 mm x 100 mm with 10SWG wire
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