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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC VILL BIBIRAIT P O CHAKBORALI P S BHANGAR DIST SOUTH 24 PARGANAS PIN 743502 | SOUTH 24 PARGANAS | WEST BENGAL | 743502 | ₹14.9 L | L1 | Accepted-AOC 1ST LOWEST |
| 2 | L2₹14.9 LRejected-Finance VILL BIBIRAIT P O CHAKBORALI P S BHANGAR DIST SOUTH 24 PARGANAS PIN 743502 | SOUTH 24 PARGANAS | WEST BENGAL | 743502 | ₹14.9 L | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹14.9 LRejected-Finance 130 OLD 110 BINAY BABU DHAR RD HINDMOTOR HOOGHLY 712233 | HINDMOTOR | HOOGHLY | WEST BENGAL | 712233 | ₹14.9 L | L3 | Rejected-Finance 3RD LOWEST |
Tender Value
₹14.9 L
EMD Value
₹29,767
Closing Date
16 Feb 2026, 12:00 pmClosed
EXECUTIVE ENGINEER-II CANALS DIVISION
OFFICE OF THE EE-II CANALS DIVISION_SECH ABASAN SALTLAKE SECTOR-III KOLKATA
Maintenance and repair to the left embankment of river Hooghly for a total length of 45 meter in Mouza - Radhanagar Block - Kulpi District-South 24 Parganas
2026_IWD_996220_9
WBIW/EE-II/CD /e-NIT-28(e)/2025-26
Open Tender
CIVIL WORKS
45 days
BLOCK-KULPI
Please refer Tender documents.
5 documents required · 5 mandatory
₹29,767
Yes
15 May 2026
2 Feb 2026
17 Feb 2026
2 Feb 2026
16 Feb 2026
2 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 at site composite geotextile bags of size 1.00 m x 0.70 m comprising UV stabilized needle punched 200 gsm polypropylene non- woven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and 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 2.7.5, 2.7.6, 2.7.7, 2.7.8, 2.7.9 and 2.7.10 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 Composite Geotextile Bags” in case of use of this item in the estimate.
Labour charges for filling Geo-textile 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 150m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by the Engineer-in-Charge i) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag
Supply of different materials as per approved specification. Silver Sand stacked at site. (The above rates are inclusive of all charges such as Royalty, Supervision Charges, etc. and also include allowance for sinkage, as applicable, and/or shrinkage. Rates for Bats is complete rates at site and no other costs need to be considered.
Supplying at site 9mm polypropylene (PP) rope gabion (4-strand and mesh size 75mm x 75mm) as per specification, laying along sea /riverside toe of embankment, closing and locking the gabions,inter locking the adjoining gabions, after placement of full bricks inside, including cost of all materials (excluding bricks), labours, transportation to site by all means, all leads and lifts complete as per direction of the Engineer-in-charge. Gabion of size 2m (L) x 1m (W) x 1m (H), with intermediate partition at every metre width. Note: Paragraph 2.9 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 Polypropylene (PP) Rope Gabion”, in case of use of this item in the estimate.”
Supplying and laying 1st class brick inside Polypropylene (PP) rope gabions in layers on slope of embankment or at toe of embankment with all lifts & leads including cost of labour, cost of materials at site all complete as per direction of the Engineer -in- charge.
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