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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC AKRA KRISHNANAGAR MAHESHTALA KOLKATA | KOLKATA | WEST BENGAL | 700001 | ₹7.4 L | L1 | Accepted-AOC 1ST LOWEST |
| 2 | L2₹7.5 LRejected-Finance N A | ₹7.5 L | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹7.5 LRejected-Finance | ₹7.5 L | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹7.5 LRejected-Finance 59 1 H 1 DR SURESH CHANDRA BANERJEE ROAD KOLKATA 700010 | KOLKATA | KOLKATA | WEST BENGAL | 700010 | ₹7.5 L | L4 | Rejected-Finance 4th Lowest |
| 5 | L5₹7.5 LRejected-Finance 12 03 BALAKA M G ROAD P S HARIDEVPUR KOLKATA 700104 | KOLKATA | 24 PARAGANAS SOUTH | WEST BENGAL | 700104 | ₹7.5 L | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹7.5 L
EMD Value
₹14,915
Closing Date
13 Jan 2026, 2:00 pmClosed
Executive Engineer, KSHD, PWD
KIT Building, 2nd Floor, P-16, India Exchange Place Extension, Kolkata-700073
IPGMER-SSKMH -- Emergent provision electrical AC duct covering with ACP along new pit connection and other allied works at 2nd floor Ronald Ross building along with Guniting and Facia work with ACP at Chest and Cancer Bldg during FY_2025-26_Civil
2025_WBPWD_976576_1
WBPWD/KSHD/EE/NIT-41 OF 2025-2026
Open Tender
CIVIL WORKS
45 days
IPGMER-SSKM Hospital
Please refer Tender documents.
4 documents required · 4 mandatory
₹14,915
Yes
12 May 2026
19 Dec 2025
15 Jan 2026
24 Dec 2025
13 Jan 2026
24 Dec 2025
PART A: Burn Ward. Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating)
Supply and application of HS floor shield SLU 500 or equivalent material as self levelling concrete (3 mm thick layer) on undulated floor after application of HS Acrylic primer coat or equivalent material. Application:- Surface preparation- The surface should be free from dust, oil, grease, unsound concrete toppings etc. Surface crackes, cracks should be sealed in proper way before application of primer coat. Primer- Apply primer @ 0.25 lit/sq.m and left it for 12 hours (approx) for drying. Top Coat-Apply material for 3mm thick surface, The material consumption of top coat should be @ 5.5 kg/sq.m add top coat material to the water (not reverse) and the quantity of water should be 20% by weight of the top material. Note:-1) Additio of water may be allowed to get the correct consistancy in flowable grades. 2) Mixing to be done with the help of stirrer by maintaining the speed 300 to 400 RPM. 3) mixing should be free from vertex production and transfer the material in to another bucket before application, to avoid air entrapment.
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. i) With Pakur variety. (SAIL/TATA/RINL) excluding RCC Pit Cover.
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (vi) 5 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 565 mm X 65 mm Frame: 665 mm X 125 mm opening: 470mm Weight: 90 kg (approx)
PART B: Chest & Cancer Building. Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification.
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.
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. a) In 5th floor including roof.
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement 25 mm. thick gr floor
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 (e) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m)
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 (5th floor). (i) With 1:6 cement mortar (b) 15 mm thick plaster
Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating)
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. b) For unsupported length of vertical member above 1.50m. height of both ends of vertical member restrained but panel above 0.90 sqm
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISImark. (v) 75mm. X 60mm. X 3.15mm. Oxidised
Iron pad bolt (lock) of approved quality rod and handle single cast: (i) 115mm x 10mm dia rod 65mm x 3mm plate.
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
Add GST @ 18% on Rs. 6802879.00 i.e total amount over item no. 1 to 68 Except item no. 31
Add Labour Welfare Cess @ 1% on Rs. 8027397.00
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