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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-Finance | L1 | Accepted-Finance As lowest quoted rate and L1 bidder | |
| 2 | L2₹4.9 L+₹5,000.53 (1.04%)Rejected-Finance SARPAI PURBA MEDINIPUR | L2 | Rejected-Finance Due to higher rate than L1 bidder | |
| 3 | L2₹4.9 L+₹5,000.53 (1.04%)Rejected-Finance | L2 | Rejected-Finance Due to higher rate than L1 bidder | |
| 4 | L3₹4.9 L+₹9,806.86 (2.04%)Rejected-Finance | L3 | Rejected-Finance Due to higher rate than L1 bidder | |
| 5 | L3₹4.9 L+₹9,806.86 (2.04%)Rejected-Finance | L3 | Rejected-Finance Due to higher rate than L1 bidder |
Tender Value
₹4.9 L
EMD Value
₹9,710
Closing Date
4 Aug 2026, 11:00 amClosed
Assistant Engineer
BIDHANNAGAR WEST SUB DIVISION-III, PURTA BHAVAN, 1ST FLOOR, ROOM NO-122, SALT LAKE, KOLKATA -91
Thorough repairing and retrofitting of Roof Slab and some allied works at Sub-station building in the premises of Purta Bhavan during the year 2026-2027.
2026_WBPWD_5017338_2
WBPWD/AE/BNWSD-III/NIT-07e /2026-2027
Open Tender
CIVIL WORKS
Percentage
21 days
Bidhannagar, Salt Lake
Please refer Tender documents.
3 documents required · 3 mandatory
₹9,710
Yes
11 Aug 2026
24 Jul 2026
6 Aug 2026
24 Jul 2026
4 Aug 2026
28 Jul 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 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. | 1 | Sq.M. | 19 | ₹18.98 |
| 2 | Cleaning the concrete surface by removing dirt and debris, marking defectivem locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge. | 1 | Sq.M. | 90 | ₹89.91 |
| 3 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge | - | Cu.M. | 166 | - |
| 4 | Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be considered for payment. | 1 | Sq.M. | 782 | ₹781.22 |
| 5 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
In First floor | 1 | Sq.M. | 369 | ₹368.63 |
| 6 | Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification. | 1 | Sq.M. | 912 | ₹911.09 |
| 7 | Repairing crack in wall by cement grouting (1 : 2) including widening the crack on the surface (into V section) cleaning and packing the same with cement mortar (1 : 2) and finishing off to match with adjacent surface.
(Cement-69 Kg/100 m) | - | %metre | 1,352 | - |
| 8 | Plaster (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]
With 1:6 cement mortar
(b) 20 mm thick plaster
In Ground floor | - | Sq.M. | 171.73 | - |
| 8.01 | With 1:6 cement mortar
(c) 15 mm thick plaster
Ground floor : | - | Sq.M. | 148.55 | - |
| 8.02 | (ii) With 1:4 cement mortar
(c) 10 mm thick plaster
In Ground floor | - | Sq.M. | 130.55 | - |
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