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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC KHAJRI P O BACHHRI DIST HOWRAH PIN 711312 | KHAJRI | HOWRAH | WEST BENGAL | 711312 | ₹5.2 L | L1 | Accepted-AOC 1ST LOWEST BIDDER |
| 2 | L2₹5.2 LRejected-Finance | ₹5.2 L | L2 | Rejected-Finance 2ND LOWEST BIDDER |
| 3 | L3₹5.2 LRejected-Finance | ₹5.2 L | L3 | Rejected-Finance 3RD LOWEST BIDDER |
Tender Value
₹5.4 L
EMD Value
₹10,707
Closing Date
6 Mar 2026, 2:00 pmClosed
Chiraranjan Dutta,Executive Engineer.
BIDHANNAGAR,MIDNAPORE
Strengthening of Canal Bank and restoration of inspection path at Right Bank of TSMC(S) in between Ch. 1027.00 to Ch.1050.00 under Ward No. 25 of Kharagpur Municipality PS- Kharagpur Town, Dist-PaschimMedinipur
2026_IWD_1014172_5
WBIW/EE/KCD-IV/e-NIT22e/2526
Open Tender
CIVIL WORKS
120 days
KAUSHALYA
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,707
16 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 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) (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum sand screening
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, 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. A) Beyond 500 metre and upto 1.00 km
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