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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹3.6 L+₹726.13 (0.20%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.7 L+₹3,122.35 (0.86%)Rejected-Finance 81 7A RAJA S C MALLICK ROAD KOLKATA 700047 | KOLKATA | KOLKATA | WEST BENGAL | 700047 | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.7 L+₹4,356.76 (1.20%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical Insufficiant Document |
Tender Value
₹3.6 L
EMD Value
₹7,261
Closing Date
12 Jun 2026, 3:00 pmClosed
Assistant Engineer,PWDte
OFFICE OF THE ASSISTANT ENGINEER CENTRAL KOLKATA HEALTH SUB DIVISION I 3rd FLOOR SUB STATION BUILDING CNMC CAMPUS KOLKATA 700014
Repair of structural beams and slabs of male Word in the campus of Calcutta Pavlov Hospital Kolkata 46 during the year 2025-2026
2026_WBPWD_5014514_1
WBPWD/AE/ CKHSD-I/ NIeT-04/26-27
Open Tender
CIVIL WORKS
Percentage
60 days
Calcutta Pavlov Hospital
Please refer Tender documents.
4 documents required · 4 mandatory
₹7,261
Yes
27 Jul 2026
26 May 2026
15 Jun 2026
2 Jun 2026
12 Jun 2026
2 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 | 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 | 156.12 | Sqm | - | - |
| 2 | Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries ande tc. all complete as pertechnical specification and direction of the Engineer-in-Charge. | 93.67 | Sqm | - | - |
| 3 | Supplying and application of chemical for post Installed rebar connection by~ using ETA approved for seismic criteria In rebar connection, Including drilling hole to the required depth by rotary hammer drill, cleaning with brush & jet of clean air, filing chemical usIng serrated noule to eliminate mIxIng errorand in a voldless manner IncludIng charges for all tools & plants. Applicationto be designed for post· Installed rebars as per ECZ/TR023 or relevant tested . The chemical should have ETA apprOVal for seIsmIc criteria of rebar fixing whIch should be furnished by the manufacturer. The installation and the setting instructions should be strIctly followed as per manufacturer'sspecifications as approved by EICprior to drlll/ng along with post· Installedrebar embedment design report. The existing concrete member should bescanned using rebar scanner to avoid hitting existing reinforcement in concrete during drilling. ii) Cost of post installed rebaring application with chemical as specified for 10 mm dia per cm of depth | 1,500 | cm | - | - |
| 4 | 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. | 109.9 | kg | - | - |
| 5 | 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). | 93.67 | Sqm | - | - |
| 6Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification. | |||||
| 7 | 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 | 53 | each | - | - |
| 8 | Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification. A Cement Grout | 79.5 | kg | - | - |
| 9 | Brick work with 1st class bricks in cement mortar (1:4)(b) In superstructure, ground floor | 1.12 | cum | - | - |
| 10 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | 1 | Sqm | - | - |
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