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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC KOTULPUR BANKURA 722141 | KOTULPUR | BANKURA | WEST BENGAL | 722141 | ₹11.2 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹11.5 LRejected-Finance VILL P O KALUKHARA DIST PASCHIM MEDINIPUR PIN 721152 | KALUKHARA | PASCHIM MEDINIPUR | WEST BENGAL | 721152 | ₹11.5 L | L2 | Rejected-Finance Comparatively higher bidder |
| 3 | L3₹11.5 LRejected-Finance | ₹11.5 L | L3 | Rejected-Finance Comparatively higher bidder |
| 4 | L4₹11.7 LRejected-Finance | ₹11.7 L | L4 | Rejected-Finance Comparatively higher bidder |
Tender Value
₹11.5 L
EMD Value
₹23,043
Closing Date
25 May 2026, 10:00 amClosed
Executive Engineer KKB Project Division
Temathani Sabang Paschim Medinipur 721166
Repair of Inspection Path from Bishnupur Uttarbundh wooden bridge to Ghole Bishnupur Prymary School over Left Ex-Zamindary Embankment of Amrakhali Khal at Mouza-Rambhadrapur in GP-12 No. Bural, Block PS-Sabang and Dist.- Paschim Medinipur.
2026_IWD_1023787_6
WBIW/EE/KKBPD/e- NIT-01/2026-27
Open Tender
CIVIL WORKS
Percentage
60 days
Temathani Sabang Paschim Medinipur
Please refer Tender documents.
6 documents required · 6 mandatory
₹23,043
Yes
19 Aug 2026
11 May 2026
25 May 2026
11 May 2026
25 May 2026
12 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.
(Extra quantity of earth for filling shall be obtained from road side borrow pits.) | - | Sqm | 14.54 | - |
| 2Water Bound Macadam Sub Base:- 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). | |||||
| 2.01 | For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : | - | Cu.M | 2,628.06 | - |
| 3 | 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. | - | Cu.M | 1,844.13 | - |
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