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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-Finance 447 A DHALITITHA BASIRHAT NORTH 24 PARGANAS PIN 743412 WEST BENGAL | BASIRHAT | NORTH 24 PARGANAS | WEST BENGAL | 743412 | ₹2.9 Cr | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹2.9 CrRejected-Finance ASHRAMPARA BASIRHAT NORTH 24 PARGANAS W B PIN 743411 | BASIRHAT | NORTH 24 PARGANAS | WEST BENGAL | 743411 | ₹2.9 Cr | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹3.0 CrRejected-Finance | ₹3.0 Cr | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹3.0 CrRejected-Finance 14 1 1 HRIDAY KRISHNA BANERJEE 1ST BY LANE KADAMTALA HOWRAH W B | HOWRAH | WEST BENGAL | 711101 | ₹3.0 Cr | L4 | Rejected-Finance 4th Lowest |
| 5 | L5₹3.1 CrRejected-Finance VILL JHANJA PO PROTAPPUR P S HARIHARPARA DIST MURSHIDABAD | MURSHIDABAD | WEST BENGAL | ₹3.1 Cr | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹2.9 Cr
EMD Value
₹5.7 L
Closing Date
22 Jan 2026, 3:00 pmClosed
EASTERN CIRCLE, P.W.DTE
EASTERN CIRCLE, P.W.DTE Baguiati, New Building Complex, Desh Bandhu Nagar (3rd Floor), (VIP Road) Kolkata -700059
Tentulia-Maslandapur Road from 8.00 Km to 9.30 km, 9.64 Km to 11.82 Km and 12.35 Km to 13.70 Km Surfacing work under Barasat Division, PWD in the District of North 24 Parganas
2025_WBPWD_979450_1
WBPWD/SE/EC/NIT-32-25-26
Open Tender
CIVIL WORKS
120 days
TM Road
Please refer Tender documents.
4 documents required · 4 mandatory
₹5.7 L
Yes
EASTERN CIRCLE, P.W.DTE
9 Feb 2026
24 Dec 2025
27 Jan 2026
30 Dec 2025
22 Jan 2026
30 Dec 2025
31 Dec 2025
Repairing pot-holes and making up small depressions with ramming or power rolling including screening, cleaning chips or metals and washing, drying as necessary and heating the chips or metal where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials, heating matrix and applying tack coat (including sides), finishing the top of repaired surface levelled with adjoining area, including cost and carriage of stone aggregates and matrix, excluding cost of applying tack coat. [Tack coat is to be considered separately] i) With premixed Chips or Bajrees with 54 kg of bitumen per m3 of loose net volume of stone chips using concrete mixer machine. (The payment is to be made on the basis of loose net volume of stone materials consumed in the work) (b) Using Mobile HMP (Light duty)
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (c) By mechanical means (with milling machine) : Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge. (i) For depth upto 100mm
Dense Bituminous Macadam 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.) (i) Using Batch Type HMP of minimum capacity 100-120 TPH.
Bituminous Concrete 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.) (i) Using Batch Type HMP of minimum capacity 100-120 TPH.
Tack Coat 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 0.20 to 0.30 kg per sqm.)
Water Bound Macadam Sub Base Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Add:- 18% (SGST=9% & CGST=9%)
Add:- West bengal Labour Welfare Cess=1%
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