Beautification of Central median and Foot Path from Shibpur Burning Ghat crossing to GCRC Ghat road crossing of Foreshore Road
Howrah Municipal Corporation · West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.4Cr
- EMD: ₹2.7L
- Published: 03 Oct 2026
- Closing date: 24 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 06:56 UTC
- Department: Municipal Affairs Department
Description
Tender for civil and electrical works including clearing jungle, brick work, concrete, paving, painting, electrical installations, and landscaping for beautification project along Foreshore Road in Howrah.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (45)
- Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared — Qty: 576 Sq.M
- Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared — Qty: 1440 Sq.M
- Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead — Qty: 5 Cu.M
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m — Qty: 21.6 Cu.M
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift — Qty: 7.13 Cu.M
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 15 Cu.M
- Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns etc. — Qty: 240 Sq.M
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars — Qty: 942 KG
- Providing, designing, fabricating, supplying and installing in position heritage/historical image panels of 4 mm thick exterior grade Aluminium Composite Panel (ACP), consisting of 3 mm FR-grade mineral core sandwiched between two aluminium sheets of 0.5 mm thickness each, including preparation of approved artwork/design and CNC/router cutting of the ACP sheet to approved historical/heritage image/profile, including all cutting, shaping, edge finishing and drilling; providing and fabricating necessary secondary supporting frame of mild steel hollow sections/structural sections including perimeter and intermediate members, cleats and connection plates; welding, cutting, grinding and fixing; applying one coat of approved zinc-rich/anti-corrosive primer and two coats of approved exterior-grade protective paint/aluminium finish to MS framework; providing stainless steel screws, bolts, nuts, washers, spacers, cleats, sealant and other necessary fixing accessories; fixing the complete ACP panel and MS secondary MSH of 40 mm x 40 mm x 3 mm supporting frame to the existing MS supporting structure, including all necessary connections, alignment, plumbing, lifting, transportation, loading/unloading, tools and tackles, wastage, cleaning and finishing complete as per approved drawing/design, manufacturer's specifications and as directed by the Engineer-in-Charge. — Qty: 288 Sq.M
- Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position, and applying a priming coat of approved steel primer all complete — Qty: 18027.12 KG
- Providing and fixing mild steel round holding down bolts with nuts and washer plates complete — Qty: 579.84 KG
- Providing, supplying, fitting and fixing 4 mm thick Aluminium Composite Panel (ACP) cladding/paneling on existing MS supporting frame, consisting of 3 mm FR-grade mineral core sandwiched between two aluminium sheets each 0.5 mm thick, exterior grade and PVDF/fluoropolymer coated, including cutting to required size, edge preparation, drilling, providing necessary cleats/brackets, stainless steel screws, bolts, nuts, washers, spacer tape, weather/structural sealant, backer rods and all other necessary accessories, fixing the ACP panels to the MS supporting frame, maintaining proper alignment, level and uniform joints, including all labour, transportation, loading/unloading, handling, tools and tackles, wastage and cleaning of completed work, complete as per approved drawing, manufacturer's specifications,and as directed by the Engineer-in-Charge — Qty: 1632 Sq.M
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth. Cement mortar 1:6 — Qty: 4 Cu.M
- 15 mm cement plaster of mix :1:6 — Qty: 30 Sq.M
- Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work — Qty: 91.2 Sq.M
- Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface — Qty: 576 Sq.M
- Construction of dry lean cement concrete sub base over a prepared sub grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge — Qty: 115.2 Cu.M
- Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern — Qty: 968 Sq.M
- Taking out existing CC inter locking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge — Qty: 25 Sq.M
- Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost) — Qty: 25 Sq.M
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