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Tender Value
₹4.1 L
EMD Value
₹8,194
Closing Date
28 Sept 2026, 1:00 pmDue tomorrow
ASSISTANT ENGINEER, R.G.KAR HOSPITAL SUB DIVISION,
1,KHUDIRAM BOSE SARANI R.G.KAR MEDICAL COLLEGE AND HOSPITAL, KOLKATA 700 004
Repair and renovation of MSVP Office Toilet at Administrative Building(G. Floor) under R. G. Kar Medical College and Hospital, Kolkata 4.
2026_WBPWD_5021859_4
WBPWD/AE/RGKHSD/ eNIT-10/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
R.G.KAR Medical College and Hospital
As per NIT
5 documents required · 5 mandatory
₹8,194
Yes
28 Sept 2026
5 Sept 2026
30 Sept 2026
11 Sept 2026
28 Sept 2026
11 Sept 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 | GST % |
|---|---|---|---|---|---|---|
| 1 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead 15.12.1 Of area 3 sq. metres and below G. F.-MSVP Office Toilet | 3 | nos | - | - | 367.2% |
| 2 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials
including malba all complete as per directions of Engineer-in-Charge | 5 | nos | - | - | 134.1% |
| 3 | Dismantling tile work in floors and roofs laid in cement mortar including
stacking material within 50 metres lead. 15.23.1 For thickness of tiles 10 mm to 25 mm | 74.81 | sqm | - | - | 73.4% |
| 4 | Demolishing cement concrete manually/ by mechanical means including
disposal of material within 50 metres lead as per direction of Engineer -
in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 1.13 | cum | - | - | 2434.25% |
| 5 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. In side wall | 24.86 | sqm | - | - | 54.65% |
| 6 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 26.28.2 50 mm average thickness G. F.-MSVP Office Toilet | 7.98 | sqm | - | - | 256.35% |
| 7 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer In-charge omplete in all respect. 26.31.1 SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer Wall-billow tiles work | 75.15 | sqm | - | - | 141.2% |
| 8 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] with specified average thickness. 26.33.1 50 mm thick in Grade M25 with cement content not less than 330 kg per cum | 7.98 | sqm | - | - | 569.15% |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) G. F.-MSVP Office Toilet | 3.03 | cum | - | - | 9895.2% |
| 10 | 15 mm cement plaster on rough side of single or half brick wall of mix 13.5.2 1:6 (1 cement: 6 coarse sand) | 24.86 | sqm | - | - | 395.35% |
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