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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.0 LAccepted-AOC | ₹41.0 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹45.5 L+₹4.5 L (11.0%)Rejected-Finance GANGARAMPUR DAKSHIN DINAJPUR | GANGARAMPUR | DAKSHIN DINAJPUR | WEST BENGAL | ₹45.5 L+₹4.5 L (11.0%) | L2 | Rejected-Finance Being 2nd Lowest |
| 3 | L3₹46.8 L+₹5.8 L (14.2%)Rejected-Finance JANGIPARA SOARI RASHIDPUR DEYPARA HOOGHLY WEST BENGAL 712408 | HOOGHLY | WEST BENGAL | 712408 | ₹46.8 L+₹5.8 L (14.2%) | L3 | Rejected-Finance Being 3rd Lowest |
| 4 | L4₹46.9 L+₹5.9 L (14.3%)Rejected-Finance | ₹46.9 L+₹5.9 L (14.3%) | L4 | Rejected-Finance Being 4th Lowest |
| 5 | Rejected-Technical PARUL BASUDEBPUR WARD NO 2 ARAMBAGH HOOGHLY PIN 712601 | ARAMBAGH | HOOGHLY | WEST BENGAL | 712601 | - | - | Rejected-Technical Insufficent documents submitted refer Clause 3.2.A.i of this NIT |
Tender Value
₹45.5 L
EMD Value
₹91,058
Closing Date
19 Feb 2026, 12:00 pmClosed
Executive Engineer-I, Lower Damodar Irrigation Div
Office of the Executive Engineer-I, Lower Damodar Irrigation Division, P.O. and P.S. - Singur, Hooghly-712409
Protection to the eroded Left bank of River Rupnarayan for a length of 700 M at Sasakhali ,G.P - Jagatpur , Block Khanakul II, P.S.- Khanakul, Dist.- Hooghly.
2026_IWD_996745_1
WBIW/EE-I/LDID/e-NIT-21/25-26
Open Tender
CIVIL WORKS
Percentage
60 days
Sasakhali, Khanakul-II
Please refer Tender documents.
8 documents required · 8 mandatory
₹91,058
Yes
17 Jul 2026
5 Feb 2026
19 Feb 2026
5 Feb 2026
19 Feb 2026
5 Feb 2026
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 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.
15 cm av. Diameter | 3,476 | Metre | 258.62 | ₹8,98,963.12 |
| 2 | 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 | 2,810.2 | Metre | 125.14 | ₹3,51,668.43 |
| 3 | 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.
(b) Width of thinner end above 15 cm.
(i) Jhaw / Eucalyptus. | 926 | Metre | 228.83 | ₹2,11,896.58 |
| 4 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge"
Two Coat | 1,998 | SQM | 65.55 | ₹1,30,968.9 |
| 5 | 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." | 200 | Each | 139.44 | ₹27,888 |
| 6 | Labour charges for dumping and placing In position properly filled in Nylon crates with HDPE bags (minimum 22 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 per direction of the Engineer - in - Charge. NB:- Volume of each earth/ sand filled bags should not be less than 0.0328 m3. Size of Nylon crate is 1metre X 1metre X 1metre.
(a)Where boats are not necessary. | 200 | Each | 878.58 | ₹1,75,716 |
| 7 | 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 both ways 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
C) Beyond 2.00 km and upto 3.00 km
(Note:1)Royalty Rs 29.00 2)Compentatoin for land
owned/arrange by contractor Rs 25.00 ,3) Cess on royalty Rs 5.30 ) | 1,586.6 | Cum | 350.74 | ₹5,56,484.08 |
| 8 | 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-incharge
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.”
Estimate Item 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. | 3,103 | Each | 26.22 | ₹81,360.66 |
| 9 | 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). | 3,103 | Each | 14.3 | ₹44,372.9 |
| 10 | Ordinary Cement concrete (mix 1:2:4) with graded
stone chips (20 mm nominal size) excluding
shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
Pakur Variety | 315 | Cum | 6,332.17 | ₹19,94,633.55 |
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