Renovation & Up-gradation Work of Howrah Main Subway, Howrah Ferry Ghat Subway at Howrah Station Area
Kolkata Metropolitan Development Authority · Howrah, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹14.7Cr
- EMD: ₹10.0L
- Published: 19 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 25 Oct 2026 12:01 UTC
- Department: Roads & Bridges Sector
- Office: Office of the Superintending Engineer, Circle-V, Roads & Bridges Sector, KMDA
Description
Renovation and up-gradation of Howrah Main Subway and Howrah Ferry Ghat Subway in the Howrah Station area. The works include demolition, concrete and structural repairs, reinforcement, and associated civil works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Affidavit – Declaration of the Tenderer on Rs.100 non-judicial stamp paper, duly notarized, Declaration by the Tenderer on bidder letterhead, Bidder's general information
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (87)
- Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineerin-charge. — Qty: 231.45 Sqm
- Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.-For ESR & UGR — Qty: 377.24 Cum
- Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. — Qty: 164.98 Sqm
- Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. — Qty: 9135.2 Kg
- Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. — Qty: 1516.35 Cum
- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) — Qty: 129.9 Cum
- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) — Qty: 588.76 Cum
- 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 50 mm average thickness — Qty: 2044.59 Sqm
- Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. — Qty: 0.01 Sqm
- Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of EngineerIn-charge complete in all respect. Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make — Qty: 2275.59 Sqm
- 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. — Qty: 1832.1 Sqm
- Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. — Qty: 9132.37 Sqm
- Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. Bars upto 12 mm diameter — Qty: 4259.17 Mtr
- Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. Bars above 12 mm diameter — Qty: 2446.4 Mtr
- Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. Upto and including 12 mm dia. — Qty: 128 Each
- Providing and inserting 12 mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20 mm to 30 mm) up to depth from 30 mm to 80 mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of EngineerIn-Charge. — Qty: 128 Each
- Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge.Stirrer mixed SBR Polymer (of Approved make) modified Cement slurry made with shrinkage compensating cement in concrete/RCC work — Qty: 6.4 KG
- Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified 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 all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfa — Qty: 2044.59 Sqm
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 2492.86 KG
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 552.75 Cum
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