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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-Finance GSTIN: 19AAHFR8182K1ZH, 19AEZPD5923Q1ZH, 19AFZPP8354C1ZP, 19CMNPM3260M1ZFMAIRAKATA P O GARBETA DIST PASCHIM MEDINIPUR 721127 | GARBETA | PASCHIM MEDINIPUR | WEST BENGAL | 721127 | ₹6.9 L | L1 | Accepted-Finance L1 BIDDER |
| 2 | L2₹6.9 LRejected-Finance GSTIN: 19AISPM9708R1ZX, 19AMKPM2627F1ZYVILL BRAHMANCHAK PO SONAPUKUR PS HAROA DIST NORTH 24 PARGANAS | NORTH 24 PARGANAS | WEST BENGAL | ₹6.9 L | L2 | Rejected-Finance L2 BIDDER |
| 3 | L3₹6.9 LRejected-Finance VILL KHIDIRPUR PO DAULATNAGAR PS HARISHCHANDR | ₹6.9 L | L3 | Rejected-Finance L3 BIDDER |
Tender Value
₹6.9 L
EMD Value
₹13,742
Closing Date
13 Mar 2026, 12:00 pmClosed
EEMDDI
Office of the Executive Engineer Metropolitan Drainage Division No. I
Protection to the damaged right bank in between KM 16.980 to KM 17.050 of Lower Bagjola Khal RB Block Bhangar II, PS Uttar Kassipore, Dist. South 24 Parganas
2026_IWD_1017439_7
WBIW/EE/MDD-I/e-NIT- 28/ 2025 - 26
Open Tender
CIVIL WORKS
15 days
Lower Bagjola Khal
Please refer Tender Documents
7 documents required · 7 mandatory
₹13,742
Yes
2 Jun 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
Supplying Jhaw /Eucalyptus bullah piles at work site, including dressing and making one end pointed. (i) 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 pilehead with iron ring and cutting and shaping he ad s before and after driving and including hire and labour for necessary driving appliance and all tackles. (iii) 15 cm av. diameter
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.
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 than0.028 m3.Size of Nylon crate is 1metre X 1metre X 1metre.(b) Where boats are not necessary.
Coaltarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge a) One Coat
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 15 cm. (i) Jhaw / Eucalyptus.
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 a 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 of the Engineer-in-charge within a lead of, C) Beyond 2.00 km and upto 3.00 km
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