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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-Finance GSTIN: 19AOPPM3927F1ZKSAINPALA BASIRHAT NORTH 24 PARGANAS WEST BENGAL | BASIRHAT | NORTH 24 PARGANAS | WEST BENGAL | ₹3.4 Cr | L1 | Accepted-Finance 1ST LOWEST |
| 2 | L2₹4.7 CrRejected-Finance GSTIN: 19ABNPL8744Q1Z1, 19AHLPB9593R1Z7SIMULTALA AGARPARA PANIHATI KOL 700109 | PANIHATI | NORTH 24 PARGANAS | WEST BENGAL | 700109 | ₹4.7 Cr | L2 | Rejected-Finance MORE THAN 1ST LOWEST |
| 3 | L3₹5.5 CrRejected-Finance | ₹5.5 Cr | L3 | Rejected-Finance MORE THAN 1ST LOWEST |
| 4 | L4₹6.4 CrRejected-Finance GSTIN: 19AAGFB3302G1ZVPO KHUKURDAHA DIST PASCHIM MEDINIPUR | KHUKURDAHA | PASCHIM MEDINIPUR | WEST BENGAL | ₹6.4 Cr | L4 | Rejected-Finance MORE THAN 1ST LOWEST |
Tender Value
₹5.9 Cr
EMD Value
₹10 L
Closing Date
20 Jan 2026, 10:00 amClosed
SE,CTU
Central Tender Unit Jalasampad Bhawan, 8thFloor, Salt Lake, Kolkata-700091
Anti-Erosion work (Length 1000 M) along with improvement of embankment (Length 1300 M) along both bank of river Kantakhali at Mouzas- Laskarnagar, Rajnagar, Angnara and Tangramari in Block P.S. - Hasnabad, District- North 24 Parganas
2025_IWD_978964_1
WBIW/CTU/CE(South) /e-NIT- 17 (e)/2025-26
Open Tender
CIVIL WORKS
455 days
Laskarnagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹10 L
Yes
Central Tender Unit Jalasampad Bhawan, 8thFloor, S
12 Mar 2026
29 Dec 2025
21 Jan 2026
29 Dec 2025
20 Jan 2026
29 Dec 2025
2 Jan 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.(measurement will be made on the basis of pre-work & post-work section / stack measurement with due allowance of shrinkage). No extra payment will be made for stacking.
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end. A) 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. Note: Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. A) 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 15 cm. (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.
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 cubical bamboo porcupine cages with bamboo of 60 mm to 75mm dia. having length of 1.8 metre each for all horizontal and vertical struts and 2.5 metre length for diagonal struts, 3nos horizontal and 3 nos vertical struts should be placed equi-distant from each face to make the square cage of outer dimension 60 cm x 60 cm and projecting each strut by 60 cm on all directions. Two nos dioganals or cross bamboo posts should be placed on each face having their centre tied with the centre of cage properly including fitting, fixing corners, vertical, horizontal and diagonal struts with iron nails not less than 20 cm long and tying corners with 16 SWG galvanized iron wires, filling the cages with 1st class kiln burn Brick @ 40 nos bricks per cage. Cages builts with 10 SWG hexagonal or square pattern 10 cm mesh, with proper lapping, tying and sewing with 10 SWG GI wire including cost of all materials, carriage to site and laying the same in the bed or slope of the river etc. complete as per direction of the Engineer - in - Charge ( N.B::- If G I wirenetting is not considered then Rs. 215.00 per cage may be deducted from the following costs, towards cost of wire netting including OH and conctarcor's profit .) For cages of size 60cm x 60cm x 60cm with 1st class kiln burn Bricks (a) Single cage.
Extra rate for items abovre for dumping by boat in flowing water including cost of hiring of boat, boatman, loading into boat and dumping in specified location including all other equipments etc. complete as per direction of the Engineer-in-charge.
Mending Potholes and depressions by stitching picked jhama bricks with one brick-on-edge laid in herring bone pattern and including necessary cushion of sand below the soling (and in between layers) including cutting the pothole area to rectangular shape with vertical edges, removing all loose materials, finishing the surface to match with adjacent areas complete as per direction. (a) One brick-on-edge laid in herring bond pattern on a layer of brick flat (thickness 75 mm. plus 125 mm)
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