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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC F3 50 217 1 HARITALA BRANCH ROAD 1 P O MAESHTALA KOLKATA 700141 | 24 PARAGANAS SOUTH | WEST BENGAL | 700141 | ₹4.6 L | L1 | Accepted-AOC since the lowest |
| 2 | L2₹4.6 LRejected-Finance F 3 50 217 1 HARITALA BRANCH ROAD 1 P O P O S MAHESHTALA PIN 700141 | MAHESHTALA | 24 PARAGANAS SOUTH | WEST BENGAL | 700141 | ₹4.6 L | L2 | Rejected-Finance MORE THAN THE LOWEST |
| 3 | L3₹4.6 LRejected-Finance 5A GOBINDA SARKAR LANE KOLKATA 700 012 | KOLKATA | WEST BENGAL | 700012 | ₹4.6 L | L3 | Rejected-Finance MORE THAN THE LOWEST |
| 4 | L4₹4.7 LRejected-Finance | ₹4.7 L | L4 | Rejected-Finance MORE THAN THE LOWEST |
| 5 | L5₹4.7 LRejected-Finance MOHISHILA COLONY ASANSOL 713303 | ASANSOL | PASCHIM BARDHAMAN | WEST BENGAL | 713303 | ₹4.7 L | L5 | Rejected-Finance MORE THAN THE LOWEST |
Tender Value
₹4.6 L
EMD Value
₹9,274
Closing Date
9 Mar 2026, 11:00 amClosed
The Assistant Engineer, BNWSD-I, Purta Bhavan
The Assistant Engineer, BNWSD-I,Purta Bhavan, Room No 125
Repair and Rehabilitation of inside distressed area of Toilet Blocks (Attached to SBI) at ground floor of South Block under Bikash Bhavan, Salt Lake ,Kolkata-91, during the year 2025-2026
2026_WBPWD_1017235_2
AE/BNWSD-I/NIT-12e/2025-2026
Open Tender
CIVIL WORKS
30 days
Purta Bhavan, Salt Lake, Sector I, Kolkata-700091
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,274
Yes
18 Mar 2026
2 Mar 2026
11 Mar 2026
3 Mar 2026
9 Mar 2026
3 Mar 2026
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.
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
Cleaning the concrete surface by removing dirt and debris, marking defective 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
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]
Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement
Welding in M.S. structural work with gas or electric: (a) Tack weld
(b) Continuous weld.
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).
Guniting concrete surface with cement mortar ( 25mmnominal thick) applied with compressor after cleaning surface and spraying with epoxy complete asper Technical specification
Supplying preparing and placement of ready mix non shrink cementious microconcrete having no metalic aggregate or chlorides for repairing and iackting of damaged R.C.C members. Themicro concrete should achieve a compressive strength
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)
(a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department]
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 (a) 20 mm thick plaster
(ii) With 1:4 cement mortar (a) 10 mm thick plaster
(b) Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick)
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coat i) Water based interior grade Acrylic Primer
Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) i) Standard Quality
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