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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-Finance | ₹2.4 L | L1 | Accepted-Finance Lowest bidder |
| 2 | L2₹2.4 LRejected-Finance VILL NOWGAN P O FATEHCHAK P S SABANG DIST PASCHIM MEDINIPUR PIN 721144 | MEDINIPUR WEST | WEST BENGAL | 721144 | ₹2.4 L | L2 | Rejected-Finance Comparatively higher bidder |
| 3 | L3₹2.5 LRejected-Finance | ₹2.5 L | L3 | Rejected-Finance Comparatively higher bidder |
Tender Value
₹2.4 L
EMD Value
₹4,815
Closing Date
9 Mar 2026, 5:30 pmClosed
SUB-DIVISONALOFFICER,KKB PROJECT SUB-DIVISION NOII
KKB PROJECT SUB-DIVISION NO-II, SABANG
Supplying and Procurement of Flood Fighting Materials during Monsoon at Amda Gobindapur Satbetia, Kalyanpur, Bahir Murarichak,Bishnupur, Rambhadrapur,Kundra Kapasda,BhaharKundra, Kapasda and Murarichak etc under KKBP Sub Division-ll in Block SABANG
2026_IWD_1016417_8
WBIW/ SDO/ KKBPSD-II/ e-NIT-05/ 2025-26
Open Tender
CIVIL WORKS
KKB PROJECT SUB-DIVISION NO-II
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,815
Yes
14 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
9 Mar 2026
3 Mar 2026
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
Supplying Nylon cage netting L 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 250m Kg. / sq. cm. including carriage, delivery and stacking at sitem inclusive of all taxes complete
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.
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-incharge within a lead of
Beyond 2.00 km and upto 3.00 km
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