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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 LAccepted-Finance | ₹28.2 L | L1 | Accepted-Finance Accepted as L1 Bidder |
| 2 | L2₹31.5 LRejected-Finance 77 PROGATINAGAR CHINSURAH R S DIST HOOGHLY PIN 712101 | HOOGHLY | WEST BENGAL | 712101 | ₹31.5 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹37.8 LRejected-Finance 27 RAJENDRA AVENUE UTTARPARA HOOGHLY PIN 712258 | HOOGHLY | WEST BENGAL | 712258 | ₹37.8 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹38.1 LRejected-Finance VILL SALUKGORE P O RAMNATHPUR P S POLBA DIST HOOGHLY PIN 712148 | HOOGHLY | WEST BENGAL | 712148 | ₹38.1 L | L4 | Rejected-Finance Rejected |
Tender Value
₹37.0 L
EMD Value
₹74,044
Closing Date
31 Jan 2026, 2:00 pmClosed
Executive Engineer Hooghly Highway Division No-II
Executive Engineer Hooghly Highway Division No-II pipulpati Hooghly 712103
Restoration of Damaged stretches at chainage 9.00 km to 10.00 km, 12.00 km to 13.00 km, 15.00 km to 16.00 km, 22.00 km to 23.00 km, 25.00 km to 27.00 km, 29.00 km to 31.00 km, 32.00 km to 33.00 km of STKK Road under Bansberia Highway Sub-Divisi
2026_WBPWD_989273_3
WBPWD/EE/HHD-2/eNIT-15/2025-26
Open Tender
CIVIL WORKS
90 days
Hooghly
Please refer Tender documents.
6 documents required · 6 mandatory
₹74,044
Yes
16 Feb 2026
15 Jan 2026
2 Feb 2026
17 Jan 2026
31 Jan 2026
17 Jan 2026
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.25 kg per sqm.) Bitumen Emulsion RS Type (packed).
Providing and laying dense bituminous macadam with Hot Mix Plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2 (26.5 mm nominal size, 50-75 mm thick.) (ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH.
Providing and laying bituminous concrete with Hot Mix Plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2 (13.2 mm nominal size, 30mm/40 mm thick.) (ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH.
Mending Potholes and depressions by stitching picked jhama bricks with one brick-on-edge laid in herring bone pattern and including necessary cushion of sand below the soling (and in between layers) including cutting the pothole area to rectangular shape with vertical edges, removing all loose materials, finishing the surface to match with adjacent areas complete as per direction... b) One brick-on-edge laid in herring bond pattern (thickness 125 mm)
G.S.T. @ 18% as applicable
Labour Welfare Cess @ 1%
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