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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.4 LAdmitted-Finance | -0.37% | ₹14.4 L | L1 | Admitted-Finance |
| 2 | L2₹14.4 LAdmitted-Finance | -0.19% | ₹14.4 L | L2 | Admitted-Finance |
| 3 | L3₹14.4 LAdmitted-Finance LAXMANPARA KALNA DIST BURDWAN PIN 713409 | KALNA | BURDWAN | WEST BENGAL | 713409 | -0.05% | ₹14.4 L | L3 | Admitted-Finance |
Tender Value
₹14.4 L
EMD Value
₹28,808
Closing Date
29 Jul 2026, 2:00 pmClosed
Executive Engineer, Burdwan Division, PWD
Aftab Club Court Compound, Burdwan-713101
Emergent Repairing work on Uchalan-Eklakhi Road from Ch.0.00 Km to Ch.1.00 Km, Ch.2.5 Km to Ch.4.00 Km (in different stretches) under Burdwan East Sub Division (P.W.D) under Burdwan Division during the year 2026-2027.
2026_WBPWD_5016676_3
WBPWD/EE/BDN/NIeT-04/2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
Uchalan-Eklakhi Road, Burdwan
Please refer Tender documents.
4 documents required · 4 mandatory
₹28,808
Yes
O/O Executive Engineer, Burdwan Division, PWD
17 Aug 2026
10 Jul 2026
31 Jul 2026
10 Jul 2026
29 Jul 2026
15 Jul 2026
13 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.
(a) One brick-on-edge laid in herring bond pattern on a layer of brick flat (thickness 75 mm. plus 125 mm) | 1,182.5 | Sqm | 818 | ₹9,67,285 |
| 2 | 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 consolidatingJhama metal (63 mm to 45 mm) with moorum screening : | 115.5 | Cum | 2,062.14 | ₹2,38,177.17 |
| 3 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. | 210 | Sqm | 12.2 | ₹2,562 |
| 4 | Cutting kutcha drain of 600 mm wide and depth up to 300 mm, including disposal of excavated material in embankment slopes within a lead of 50 m.
(a) Through ordinary soil. | 40 | Mtr | 14.4 | ₹576 |
| 5 | GST-18% (SGST=9% & CGST=9%) ADD | 1 | No. | 2,17,548.03 | ₹2,17,548.03 |
| 6 | LABOUR WELFARE CESS = 1% ADD | 1 | No. | 14,261.48 | ₹14,261.48 |
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