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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 Cr+₹1.0 L (0.52%)Rejected-Finance GANESHUPUR 3RD GHERI KAKDWIP SOUTH 24 PARGANAS PIN 743347 | KAKDWIP | SOUTH 24 PARGANAS | WEST BENGAL | 743347 | ₹2.0 Cr+₹1.0 L (0.52%) | L2 | Rejected-Finance 2nd Lowest Bidder. |
| 3 | L3₹2.0 Cr+₹2.1 L (1.08%)Rejected-Finance | ₹2.0 Cr+₹2.1 L (1.08%) | L3 | Rejected-Finance 3rd Lowest Bidder. |
| 4 | L4₹2.2 Cr+₹19.4 L (9.87%)Rejected-Finance | ₹2.2 Cr+₹19.4 L (9.87%) | L4 | Rejected-Finance 4th Lowest Bidder. |
| 5 | L5₹2.5 Cr+₹57.2 L (29.2%)Rejected-Finance DEBIMATHURAPUR GOBINDAPUR SAGAR SOUTH 24 PARGANAS | 24 PARAGANAS SOUTH | WEST BENGAL | 743373 | ₹2.5 Cr+₹57.2 L (29.2%) | L5 | Rejected-Finance 5th Lowest Bidder. |
Tender Value
₹3.5 Cr
EMD Value
₹7.1 L
Closing Date
16 May 2025, 5:00 pmClosed
SE EC
Office of the Superintending Engineer, Eastern Circle Postal Address Jalasampad Bhawan, 8th Floor, Salt Lake, Kolkata-700091
Anti-Erosion work with dumping of porcupine cages and circular sausage along with improvement of embankment from ch 7.40 km to ch. 8.00 km for a length of 600 M along the left bank of river Hooghly at Mouza- Sapkhali, Block and P.S.- Sagar, Dist.- So
2025_IWD_838996_1
WBIW/SE/EC/NIT-02(e)/2025-26
Open Tender
CIVIL WORKS
Percentage
210 days
Block and P.S.- Sagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹7.1 L
Yes
7 Sept 2026
25 Apr 2025
19 May 2025
25 Apr 2025
16 May 2025
25 Apr 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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,
A) Beyond 4.00 km and upto 5.00 km.
Note: For compensation for earth for land ownwd and arranged by contractor add Rs. 25.00 per cum extra over rate of E/W for land owned/arranged by the Department Royalty Charges on earth @29.00 per cum & cesses charges @ Rs. 5.30 per cum (i.e, Rs. 15.00 per 100 cft), as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties and cesses. | 9,265 | Cum. | 371 | ₹34,37,315 |
| 2 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
A) Depth of excavation not exceeding 1,500 mm. | 316 | Hundred Cum. | 14,214.6 | ₹44,91,813.6 |
| 3 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. A) 15 cm av. Diameter.
Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end. | 6,508 | Metre | 310.34 | ₹20,19,692.72 |
| 4 | 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.
A) 15 cm av. Diameter.
Note: Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. | 4,605.5 | Metre | 125.14 | ₹5,76,332.27 |
| 5 | 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. | 2,808 | Metre | 148.73 | ₹4,17,633.84 |
| 6 | 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.” | 18,293 | Each | 31.46 | ₹5,75,497.78 |
| 7 | 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). | 18,293 | Each Bag | 14.3 | ₹2,61,589.9 |
| 8 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 3,000 | Sqm. | 37.19 | ₹1,11,570 |
| 9Making 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 . | |||||
| 9.01 | Single cage. | 1,785 | Each Cage | 4,260.44 | ₹76,04,885.4 |
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