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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-Finance | ₹4.6 L | L1 | Accepted-Finance Lowest rate Quoted Financially qualified |
| 2 | L2₹4.7 LRejected-Finance VILL KHATRA PO KHATRA PS KHATRA DIST BANKURA W B 722140 | KHATRA | BANKURA | WEST BENGAL | 722140 | ₹4.7 L | L2 | Rejected-Finance Financially Disqualified |
| 3 | L3₹4.7 LRejected-Finance KHATRA PO KHATRA PS KHATRA DIST BANKURA | ₹4.7 L | L3 | Rejected-Finance Financially Disqualified |
Tender Value
₹4.7 L
EMD Value
₹9,458
Closing Date
17 Jan 2026, 1:00 pmClosed
Executive Engineer, K.C.D.No-II, Khatra, Bankura
Executive Engineer, K.C.D.No-II, Khatra, Bankura.
Urgent patch repairing of inspection path Left Embankment in between Ch. 110.00 and Ch. 140.00 of I.M.C. under state development scheme of K.C.Sub-division No-V under K.C Division No- II Khatra for F.Y.2025-26
2026_IWD_982597_27
WBIW/EE/KCD2/eNIT-06/2025-26.
Open Tender
CIVIL WORKS
120 days
Khatra
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,458
Yes
17 Feb 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
17 Jan 2026
8 Jan 2026
Cutting and clearing jungles including shrubs, water weeds, bushes,trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by consolidating Laterite (90 mm to 45 mm):
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