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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹8.1 L+₹1,614.39 (0.20%)Rejected-Finance DAKHINSOLE P O CHAKSHYAMPUR DIST BANKURA | BANKURA | BANKURA | WEST BENGAL | ₹8.1 L+₹1,614.39 (0.20%) | L2 | Rejected-Finance L2 BIDDER |
| 3 | L3₹8.2 L+₹10,654.95 (1.32%)Rejected-Finance | ₹8.2 L+₹10,654.95 (1.32%) | L3 | Rejected-Finance L3 BIDDER |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹8.1 L
EMD Value
₹16,144
Closing Date
9 Feb 2026, 3:00 pmClosed
Executive Engineer Bankura Division,H.D.
O/O the Executive Engineer Bankura Division,H.D., Flat No.- A1, RHE Kankata, Bankura, Pin-722102
RR work for collapsed and damaged drain and boundary wall with new construction near left side of main entrance gate and old A Block and South East side near D4 Block at RHE Bishnupur in the District of Bankura under Bankura Division, H.Dte.
2026_HSD_991604_1
WBHOUSING/EE/ BANKDIVN/eNIT05 /2NDCALL/2025-26
Open Tender
CIVIL WORKS
Percentage
75 days
RHE BISHNUPUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹16,144
Yes
25 Aug 2026
20 Jan 2026
12 Feb 2026
23 Jan 2026
9 Feb 2026
23 Jan 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 |
|---|---|---|---|---|---|
| 1Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. | |||||
| 2Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm | |||||
| 3Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | |||||
| 4 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion | 1 | Cu.M | - | - |
| 5Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety | |||||
| 6Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (i) Tor steel mild steel (ii) JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL | |||||
| 7125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | |||||
| 8 | Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth | 1 | Cu.M | - | - |
| 9Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (b) 15 mm thick plaster | |||||
| 9.01 | (i) With 1:6 cement mortar
(c) 15 mm thick plaster | 1 | Sq.M | - | - |
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