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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-Finance | L1 | Accepted-Finance LOWEST BIDDER | |
| 2 | L2₹4.9 L+₹489 (0.10%)Rejected-Finance | L2 | Rejected-Finance HIGHER BIDDER | |
| 3 | L3₹4.9 L+₹538 (0.11%)Rejected-Finance | L3 | Rejected-Finance HIGHER BIDDER | |
| 4 | L4₹4.9 L+₹5,381 (1.10%)Rejected-Finance | L4 | Rejected-Finance HIGHER BIDDER | |
| 5 | L4₹4.9 L+₹5,381 (1.10%)Rejected-Finance | L4 | Rejected-Finance HIGHER BIDDER |
Tender Value
₹4.9 L
EMD Value
₹9,784
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.
Sambhunath Pandit Hospital---Repair and painting works including making Shoe Rack of Ortho O.T.comolex at NCB of Sambhunath Pandit Hospital during the year 2026-27
2026_WBPWD_5015512_2
WBPWD/SNPHSD/AE/NIT-02 OF 2026-2027
Open Tender
CIVIL WORKS
Percentage
15 days
SNPH
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,784
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 | Taking out existing partition/ceiling of particle board, masonite board, ply board, soft board etc. of any thickness and refixing same in new position with necessary clamps making holes in walls, floor, roof and mending damages if any.[concrete plaster will be paid separately] | 147.14 | Sqm | - | - |
| 2 | Taking out Mirzapur or glazed porcelain tiles carefully by chiselling from walls or floor including stacking serviceable material as directed. | 63.87 | Sqm | - | - |
| 3 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
In ground floor including roof. (a) upto 150 mm. Thick | 1.11 | Sqm | - | - |
| 4 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
a) Pakur Variety
i) In 4th floor | 2.01 | Cum | - | - |
| 5 | Supplying, fitting & fixing of Aluminium fixed partion wall of all
aluminium sections viz top, bottom and side member, intermediate member, glazing clip made of Aluminium Alloy Extrusions conforming to IS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868- 1983, fitted with all other accessories viz. EPDM gusket,cleat, angle screws etc. including labour charges for fitting and fixing of aluminium
fixed partition wall with glass / panel board all complete as per
architectural drawings and direction of Engineer-in-charge.
(Excluding cost of glass/ panel board,
10-12 Micron thickness Annodizing film.
Natural white.
a) for unsupported length of vertical member upto 1.50m. height of both ends of vertical member restrained but panel with in 0.90 sqm (unit wt of Top, bottom & side member @1.366 kg/m ; intermediate member @ 1.443 kg/m; glazing clip: 0.167 kg/m respectively)
[Note : for estimate purpose construction wing may consider weight of Al-Sections for Partition wall @ 5.7 Kg per Sq.M]
Top of Partition wall | 69.03 | Kg | - | - |
| 6 | Supplying fitting & fixing in position 9 mm thick Heavy Duty Cement board - Type- A (High Pressure steam cured, tested as per AS-1530 part 3 & BS-476 Part 4,5,6,7 & 8, density > 1450kg/m3, Bond strength 15 N/sqmm fire resistant, termite proof, moisture resistant) reinforced with cellulose fibre manufactured through autoclaving process as per IS : 14862 & ISO 8336, with fibre cement screws in
partition excluding cost of supporting structure as per drawings and direction of Engineer-in-Charge complete. (Note: The Item -26 under Section - U (Page - 247) can be used as supporting structure for internal partition ). | 12.11 | Sqm | - | - |
| 7 | Dismantling R.C. floor, roof, beams etc. includingcutting rods and removing rubbish as directedwithin a lead of 75 m. including stacking of steelbars.(a) In Ground floor including roof
i) In 4th floor | 2.06 | Cum | - | - |
| 8 | Cleaning the concrete surface by removing dirt and debris, marking defectivelocations and removing loose concrete by careful stripping untill hard surfaceis exposed, cutting the concrete to regular shape, wire brushing the exposedsurface and removing debris from site complete as per direction of theEngineer - in - Charge.
At Ceiling | 58.86 | Sqm | - | - |
| 9 | 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). | 58.86 | Sqm | - | - |
| 10 | Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement excluding the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.
b) 25 mm thick | 58.86 | Sqm | - | - |
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