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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance | ₹4.4 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹4.4 L+₹2,047 (0.46%)Rejected-Finance | ₹4.4 L+₹2,047 (0.46%) | L2 | Rejected-Finance HIGHER BIDDER |
| 3 | L3₹4.4 L+₹2,136 (0.48%)Rejected-Finance | ₹4.4 L+₹2,136 (0.48%) | L3 | Rejected-Finance HIGHER BIDDER |
| 4 | L4₹4.5 L+₹3,783 (0.85%)Rejected-Finance | ₹4.5 L+₹3,783 (0.85%) | L4 | Rejected-Finance HIGHER BIDDER |
| 5 | L5₹4.5 L+₹3,827 (0.86%)Rejected-Finance | ₹4.5 L+₹3,827 (0.86%) | L5 | Rejected-Finance HIGHER BIDDER |
Tender Value
₹4.5 L
EMD Value
₹8,901
Closing Date
9 Jul 2026, 11:00 amClosed
Assistant Engineer, Sambhunath Pandit Hospital Su
Office of the Assistant Engineer, Sambhunath Pandit Hospital Sub-Division, P.W.D. 2, Beninandan Street, Kolkata-700025.
Chittaranjan National Cancer Institute --- Rehabilitation of twenty (20) no distress column including other allied Works at ground floor Reserch building. CNCI Hazra campus during the year 2026-27.
2026_WBPWD_5015512_1
WBPWD/SNPHSD/AE/NIT-02 OF 2026-2027
Open Tender
CIVIL WORKS
Percentage
25 days
SNPH
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,901
Yes
20 Aug 2026
17 Jun 2026
11 Jul 2026
17 Jun 2026
9 Jul 2026
17 Jun 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 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
Ground Floor Column partialy dismantling
At gr Floor inside column Gunniting | 2.11 | Sqm | - | - |
| 2 | 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] | 1.63 | Sqm | - | - |
| 3 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy. | 682 | Cum | - | - |
| 4 | Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification.
B Cement mortar (1:1) Grouting | 1,364 | Sqm | - | - |
| 5 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straighening 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 (SAIL/ TATA/ RINL)
At gr Floor inside column jacketing | 0.47 | Sqm | - | - |
| 6 | Welding in M.S. structural work with gas or electric:
(a) Tack weld | 672 | Sqm | - | - |
| 7 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).
At gr Floor inside column | 32.5 | Sqm | - | - |
| 8 | 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.
Area same as distressed portion in 2 layers | 65 | Sqm | - | - |
| 9 | 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]
i) With 1:6 cement mortar
(b) 20 mm thick plaster Inside plaster
Gr floor | 32.5 | Sqm | - | - |
| 10 | Removal of rubbish,earth etc. from the workingsite and disposal of the same beyond thecompound, in conformity with the Municipal /Corporation Rules for such disposal, loading intotruck and cleaning the site in all respect as per direction of Engineer in charge | 13.37 | Sqm | - | - |
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BOQ_5084339.xls
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Tender Documents • 1.87 MB
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