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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-Finance | ₹4.1 L | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹4.7 LRejected-Finance BISHNUPUR GANGA SAGAR COASTAL DIST SOUTH 24 PARGANAS PIN 743373 | BISHNUPUR | SOUTH 24 PARGANAS | WEST BENGAL | 743373 | ₹4.7 L | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹4.7 LRejected-Finance NORTH BROOK COLLERY P O BIDHANBAG PASCHIM BARDHAMAN 713337 | BIDHANBAG | PASCHIM BARDHAMAN | WEST BENGAL | 713337 | ₹4.7 L | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹4.8 LRejected-Finance | ₹4.8 L | L4 | Rejected-Finance 4th Lowest |
| 5 | L5₹5.7 LRejected-Finance JALPAIGURI | JALPAIGURI | JALPAIGURI | WEST BENGAL | 735101 | ₹5.7 L | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹5.6 L
EMD Value
₹11,115
Closing Date
6 Mar 2026, 11:30 amClosed
EE-II,LDCD
Office of the Executive Engineers Lower Damodar Construction Division Fuleswar, Uluberia, Howrah-711316
MR to Protection work along the right embankment of Laharipara Khal for a length of 40.0 m at Anantapur in G. P- D.M.Ghat-II, Block Shyampur II, P.S -Shyampur, Dist- Howrah under Seijberia Irrigation Sub Division of LDC Division.
2026_IWD_1015853_1
WBIW/EEII/LDCD/eNIT31/25-26
Open Tender
CIVIL WORKS
10 days
Shyampur
Please refer Tender documents.
6 documents required · 6 mandatory
₹11,115
13 Mar 2026
28 Feb 2026
6 Mar 2026
28 Feb 2026
6 Mar 2026
28 Feb 2026
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (i) 15.00 cm av. Diameter Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.
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. (i) 15.00 cm av. Diameter Note: 1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. 2) For string staging under specific instruction of Engineer-in-charge or for driving from pontoon or boats, the rate will be enhanced by ` 4.00 per meter. 3) For driving done by pile engine set (without staging) under specific instruction of Engineer-incharge, the rates will be enhanced by ` 4.00 per meter.
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.
Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge. ( One Coat ).
Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top & bottom at every joint of drum sheet with a laping of 15 cm, including supply of drum sheet, fixture all complete as per direction of the Engineer - in - charge.
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 willnot beaccepted ) , andstacking withina lead of 30 metre as per direction of Engr-in-charge (cost is excluding the 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 ofthe Engineer-in-charge within a lead of, i) Beyond 1.00 km and upto 2.00 km
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