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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC AB 17 PRAFULLA KANAN W KESTOPUR KOLKATA 700101 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700101 | ₹9.2 L | L1 | Accepted-AOC Accepted as being lowest. |
| 2 | L2₹9.3 LRejected-Finance 13 PRAFULLA SEN COLONY CMC 121 BEHALA KOLKATA 700041 | KOLKATA | KOLKATA | WEST BENGAL | 700041 | ₹9.3 L | L2 | Rejected-Finance Not accepted as not being lowest. |
| 3 | L3₹9.4 LRejected-Finance | ₹9.4 L | L3 | Rejected-Finance Not accepted as not being lowest. |
Tender Value
₹9.2 L
EMD Value
₹18,406
Closing Date
16 Feb 2026, 11:30 amClosed
EXECUTIVE ENGINEER -I CANALS DIVISION
SECH ABASAN, FF BLOCK, SALT LAKE, SECTOR-III, KOLKATA-700106
Protection to the left bank of Bhangorekata Khal at Tetulberia for a length of 100.00 m , Mouza - Kamarganti, G.P. - Kulti, Block and P.S. - Haroa, District - North 24 Pargandnas under Canals Division
2026_IWD_999633_5
WBIW/EE-I/CD/e-NIT- 15(e)/2025-26 WBIW/EE-I/CD/e-NIT- 15(e)/2025-26
Open Tender
CIVIL WORKS
30 days
Block and P.S. - Haroa
Please refer Tender documents.
8 documents required · 8 mandatory
₹18,406
Yes
12 Mar 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
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 15 cm (i) Jhaw / Eucalyptus.
Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge a) One Coat
Supplying Nylon cage netting 1metre x 1metre x 1metre size with knot having mesh size 17.5cm x 17.5cm constructed with nylon thread (210x24) 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, 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. Size of Nylon crate is 1metre X 1metre X 1metre. (a) Where boats are not necessary.
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within alead of 30 metre as per direction of Engr-in-charge (cost is excludingthe cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
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 500 metre and upto 1.00 km NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note:For compensation for earth for land owned and arranged by the 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 and 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 document in support of payment made towards the royalties and cesses.
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