Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | ₹15.9 L | L1 | Accepted-AOC 1ST LOWEST |
| 2 | L2₹16.1 L+₹16,053.21 (1.01%)Rejected-Finance 5743 BAGUINARA ROAD BURIBATTALA SUBHASGRAM SOUTH 24 PARGANA KOLKATA 700147 | KOLKATA | SOUTH 24 PARGANA | WEST BENGAL | 700147 | ₹16.1 L+₹16,053.21 (1.01%) | L2 | Rejected-Finance 2nd lowest |
| 3 | L3₹16.2 L+₹32,588.02 (2.05%)Rejected-Finance 919 G MOTILAL GUPTA ROAD KOLKATA 700082 | KOLKATA | KOLKATA | WEST BENGAL | 700082 | ₹16.2 L+₹32,588.02 (2.05%) | L3 | Rejected-Finance 3rd lowest |
| 4 | Rejected-Technical 81 7A RAJA S C MALLICK ROAD KOLKATA 700047 | KOLKATA | KOLKATA | WEST BENGAL | 700047 | - | - | Rejected-Technical SECTION - B not found |
| 5 | Rejected-Technical AG 112 SALT LAKE CITY SECTOR II UNIT 608 6TH FLOOR KOLKATA 700091 | 24 PARAGANAS NORTH | WEST BENGAL | 700091 | - | - | Rejected-Technical Incomplete Co-op Society documents |
Tender Value
₹16.1 L
EMD Value
₹32,106
Closing Date
23 Mar 2026, 2:00 pmClosed
Executive Engineer, KSHD, PWD
KIT Building, 2nd Floor, P-16, India Exchange Place Extension, Kolkata-700073
Construction of AC outdoor unit platform on the west side of the Research Building, CNCI Hazra campus during the year 2025-26.
2026_WBPWD_1015608_1
WBPWD/KSHD/EE/NIT-49 OF 2025-2026
Open Tender
CIVIL WORKS
Percentage
60 days
Chittaranjan National Cancer Institute
Please refer Tender documents.
5 documents required · 5 mandatory
₹32,106
Yes
25 Aug 2026
27 Feb 2026
25 Mar 2026
5 Mar 2026
23 Mar 2026
5 Mar 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 | Supplying and application of chemical for post Installed rebar connection by using ETA approved for seismic criteria In rebar connection, Including drill/ng
.!2 hole to the required depth by rotary hammer drill, cleonlng with brush &je of clean air, /ill/ng chemical usIng serrated noule to eliminate mIxIng error and in a voldless manner IncludIng charges for all tools & plants. Application to be designed for post· Installed rebars as per ECZ/TR023 or relevant tested and accepted design guidelines and the design document to be furnished by the manufacturer. The chemical should have ETA apprOVal for seIsmIc criteria li of rebar fixing whIch should be furnished by manufacturer. The installation Superintending Engineer 0/ the respective circle and Injection process should and the setting instructions should be strIctly followed as per manufacturer's specl/icatlons as approved by EICprior to drlll/ng along with post· Installed rebar embedment design report. The existing concrete member should be scanned using rebar scanner to avoid hitting existing reinforcement in concrete during drilling. iv) Cost of post Installed rebarIng application With chemical as specified for 16 mm dia per cm of depth | - | cm | 27 | - |
| 2 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m 1st floor. | 1 | MT | 72,603 | ₹72,530.4 |
| 2.01 | 2nd floor | 1 | MT | 73,692.05 | ₹73,618.36 |
| 2.02 | 3rd floor | 1 | MT | 74,781.09 | ₹74,706.31 |
| 2.03 | 4th floor | 1 | MT | 75,870.14 | ₹75,794.27 |
| 2.04 | 5th floor | - | MT | 76,959.18 | - |
| 2.05 | 6th floor | - | MT | 78,048.23 | - |
| 2.06 | 7th floor | - | MT | 79,137.27 | - |
| 3 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. i) For roof truss works a) Span up to 12 Mtr 1st floor | - | MT | 72,316 | - |
| 3.01 | 2nd floor | - | MT | 73,400.74 | - |
stage.html
html • 0.13 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.54 MB
BOQ_2494656.xls
BOQ • 0.29 MB
2911.pdf
Tender Documents • 0.89 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .