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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-Finance 9 9 SITALATALA 2ND LANE NONA CHANDANPUR BARRACKPORE PIN 700122 | BARRACKPORE | NORTH 24 PARGANAS | WEST BENGAL | 700122 | ₹15.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹15.2 LRejected-Finance A3 7 B NEW AKRA STATION ROAD BYE LANE 2 P O JAGANNATH NAGAR P S MAHESHTALA PIN CODE 700140 | 24 PARAGANAS SOUTH | WEST BENGAL | 700140 | ₹15.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹15.4 LRejected-Finance AKRA KRISHNANAGAR MAHESHTALA KOLKATA 140 | KOLKATA | WEST BENGAL | 700001 | ₹15.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹15.5 LRejected-Finance | ₹15.5 L | L4 | Rejected-Finance L4 |
| 5 | L5₹15.5 LRejected-Finance | ₹15.5 L | L5 | Rejected-Finance L5 |
Tender Value
₹15.2 L
EMD Value
₹30,394
Closing Date
11 Mar 2026, 2:00 pmClosed
EE_II_KCHD_PWD
P-16, INDIA EXCHANGE PLACE EXTENSION 1st FLOOR, KIT BUILDING, KOLKATA 700 073
Repair and replace of structural steel member for stair of Administrative building and other allied works within the campus of Calcutta Pavol Hospital during the year 2025-26 2025-2026.
2026_WBPWD_1012018_1
WBPWD/EEII/KCHD/NIeT-30/25-26
Open Tender
CIVIL WORKS
30 days
pavlov mental hospital
Please refer Tender documents.
4 documents required · 4 mandatory
₹30,394
Yes
25 May 2026
20 Feb 2026
13 Mar 2026
25 Feb 2026
11 Mar 2026
25 Feb 2026
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
M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm)
Welding in M.S. structural work with gas or electric (b) Continuous weld
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.
Applying 2 coats of Acrylic Modified Paint (Equivalent to MASTER CRATE-M81 of Choksey or similar specified product) having water poofing cum bonding properties for specific use of water prone area to prevent leakage underneath by mixing in proportion (1 liquid compound: 2 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) (i) With 1:6 cement mortar (b) 20 mm thick plaster Gr Floor
(b) Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick) WALL
Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.
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
Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brandconforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤0.08 %] in floor, skirting etc. set in 20 mm thick sand cement mortar (1:4) bed prepared after application of slurry using 1.75Kg of cement per Sqm over the base and 2mm thick cement slurry using cement @2.91Kg./sqm at the back side of the tiles and laid over the mortar bed using 0.2 kg/sqm of White cement used for joint filling with approved pigment as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials,Iabour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (Note: This work should not be executed without specific permission of Superintending Engineer) (a) ln Ground FIoor: (size not Iess than 600mmX 600 mm X 9.5 mm thick
a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc
Painting with best quality syenthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary b) On steel or other metal surface : With super gloss (hi gloss)- iv) Two coats (with any shade except white)
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