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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC 557 DUM DUM PARK TANK NO 3 KOLKATA 700 055 | KOLKATA | KOLKATA | WEST BENGAL | 700055 | L1 | Accepted-AOC Lowest offer given by G. B. CONSTRUCTION AND CO. | |
| 2 | L2₹33.6 L+₹1.2 L (3.85%)Rejected-Finance NAWABPUR RAJARHAT KOLKATA 700135 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700135 | L2 | Rejected-Finance Higher offer given | |
| 3 | L3₹33.7 L+₹1.3 L (4.11%)Rejected-Finance D 35 SUKANTA NAGAR SECTOR IV SALT LAKE CITY KOLKATA 700 091 | KOLKATA | KOLKATA | WEST BENGAL | 700091 | L3 | Rejected-Finance Higher offer given | |
| 4 | L4₹33.8 L+₹1.4 L (4.25%)Rejected-Finance | L4 | Rejected-Finance Higher offer given | |
| 5 | L5₹35.6 L+₹3.2 L (9.82%)Rejected-Finance NOT AVAILABLE | PALWAL | HARYANA | 121004 | L5 | Rejected-Finance Higher offer given |
Tender Value
₹37.9 L
EMD Value
₹75,788
Closing Date
31 Jan 2026, 2:00 pmClosed
General Manager (Engg)-IV
HIDCO BHABAN
Construction of Canal Bank Road 310.0 M along the Canal-A from Culvert near CISF to Metho Para and Providing Height Barrier at approach of CISF Culvert in New Town, Kolkata.
2025_HIDCO_971880_2
HIDCO/GM(E)IV/CN/NIT100/25-26
Open Tender
CIVIL WORKS
Percentage
30 days
NEW TOWN
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹75,788
6 Feb 2026
15 Jan 2026
2 Feb 2026
15 Jan 2026
31 Jan 2026
15 Jan 2026
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared)
HIDCO Approved Rate Earth work in filling with carried good earth arranged by Contractor from any distance including filling the same on the low land area. The filling will done in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming, dressing and compacting complete. (Payment will be made on the basis of pre-work & post-work measurement of quantity of work)
Compacting Original Ground A. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as perSpecification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification. a) Compacted Thickness 190mm
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion
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)
Providing and Painting of structural steel surfaces of bridge members by grit blast cleaning or centrifugal blasting with a suitable abrasive materials like crushed slag in accordance with clause-III of IS 6586 : 1989 immediately before painting , to make the surface free from grease, oil, rust and other foreign materials. The rate includes supply of abrasives and, fuel, cost of paint including all transportation, lead, lift and labour charges, consumables, tools & plants complete in all respect but exclusive of cost for staging/scaffolding. Painting of approved Zinc-phosphate primer of DFT 65 micron followed by finish coat of Micaceous iron oxide pigmented drying oil type paint of DFT 75 micron.
Add CGST @9% of total amount to Rs.31,84,373.25
Add SGST @9% of total amount to Rs.31,84,373.25
Add Construction Cess @1% of total amount to Rs.31,84,373.25
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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