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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-Finance | L1 | Accepted-Finance Accepted as L1 Bidder | |
| 2 | L2₹29.0 L+₹4.1 L (16.3%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹32.0 L+₹7.1 L (28.4%)Rejected-Finance MOGALPURA LANE CHAWK BAZAR P O DIST HOOGHLY 712103 | HOOGHLY | HOOGHLY | WEST BENGAL | 712103 | L3 | Rejected-Finance Rejected | |
| 4 | L4₹32.1 L+₹7.2 L (28.7%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹32.1 L+₹7.2 L (28.8%)Rejected-Finance CHAWK BAZAR MOGOL PURA LANE PO DIST HOOGHLY | HOOGHLY | HOOGHLY | WEST BENGAL | 712103 | L5 | Rejected-Finance Rejected |
Tender Value
₹32.2 L
EMD Value
₹64,455
Closing Date
21 Aug 2026, 2:00 pmClosed
Executive Engineer Hooghly Highway Division No-II
Executive Engineer Hooghly Highway Division No-II P.W (Roads) Dte. Pipulpati Hooghly 712103.
Protection work of Kuntighat Bridge on STKK road at ch. of 9.40 Km. of BHSD-I under Hooghly Highway Division No.-II in the district of Hooghly during the year 2026-2027.
2026_WBPWD_5017750_4
WBPWD/EE/HHD-II/eNIT-2/2026-27
Open Tender
CIVIL WORKS
Percentage
45 days
Hooghly
Please refer Tender documents.
6 documents required · 6 mandatory
₹64,455
Yes
1 Sept 2026
31 Jul 2026
24 Aug 2026
4 Aug 2026
21 Aug 2026
4 Aug 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 | Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304 in 5th Revision) | 146.65 | CUM | 168.35 | ₹24,688.53 |
| 2 | Back filling (Earth) behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200) | 54.95 | CUM | 346.83 | ₹19,058.31 |
| 3 | Plain Cement Concrete (M-20) in Open Foundation as per approved design mix complete as per Drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2100 in 5th Revision) | 99.9 | CUM | 5,365.5 | ₹5,36,013.45 |
| 4 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200 in 5th Revision). | 87 | CUM | 151 | ₹13,137 |
| 5 | Providing and laying of boulder apron laid in wire crates made with 4mm dia wire dia not less than 4mm GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh Mesh size not more than 150mm (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each ( Tensile strength 300 450mpa, size of wire crates 3.0mx1.50mx1.25 m) (Reference to MORT&H's specification 2503). | 270 | SQM | 5,097.09 | ₹13,76,214.3 |
| 6 | Providing and laying Flooring shall consist 150 mm thick complete as per drawing and Technical specifications laid over cement concrete bedding (Reference to MORT&H's specification 2505). Rubble stone laid in cement mortar 1:3 | 135 | KG | 5,637.6 | ₹7,61,076 |
| 7 | Clearing grass and removal of rubbish up toadistanceof 50metres outside the periphery of the area. (Reference to
MoRT&H's specification clause 201) By Manual Means | - | HEC | 17,730 | - |
| 8 | G.S.T. @ 18% as applicable | - | percentage | 18 | - |
| 9 | Labour Welfare Cess @ 0% | - | percentage | 1 | - |
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eNIT02.pdf
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