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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-Finance | L1 | Accepted-Finance Accepted as L1 Bidder | |
| 2 | L2₹7.9 L+₹1.3 L (20.6%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹7.9 L+₹1.4 L (20.9%)Rejected-Finance 159B M G ROAD HARIDEVPUR KOLKATA WEST BENGAL 700082 UDYAM WB 10 0018308 | KOLKATA | WEST BENGAL | 700082 | L3 | Rejected-Finance Rejected | |
| 4 | L4₹8.1 L+₹1.6 L (24.4%)Rejected-Finance 77 PROGATINAGAR CHINSURAH R S DIST HOOGHLY PIN 712101 | HOOGHLY | WEST BENGAL | 712101 | L4 | Rejected-Finance Rejected | |
| 5 | L5₹8.1 L+₹1.6 L (24.7%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
₹8.1 L
EMD Value
₹16,285
Closing Date
17 Aug 2026, 2:00 pmClosed
Executive Engineer Hooghly Highway Division No-II
Executive Engineer Hooghly Highway Division No-II Pipulpati Hooghly 712103
Repairing work of Singur High School to Durgapur Exp. Way Via Dhirganj Road from chainage 0.00 km to 2.80 kmp under Serampore Bridge Highway Sub-Division of Hooghly Highway Division No-II, in the Distrct of Hooghly , during the year 2026-27.
2026_WBPWD_5017922_3
WBPWD/EE/HHD-II/eNIT-4/2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
Hooghly
Please refer Tender documents.
6 documents required · 6 mandatory
₹16,285
Yes
25 Aug 2026
5 Aug 2026
19 Aug 2026
8 Aug 2026
17 Aug 2026
8 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 | Repairing Pot-holes with Bituminous Macadam (Grading-II, for compacted thickness of upto 75mm)
Filling Pot Holes with Bituminous Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminous binder @3.4% by wt. of the total mix, transported to site and laid in the pot hole prepared before hand by cutting the edges to get a firm vertical face and by removing all the failed and loose materials including dust and applying tack coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8-10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of stone aggregates and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of all operational staff, quality control except the cost of tack coat complete as per direction of Engineer-in-charge. Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. | 28.73 | CUM | 10,411.53 | ₹2,99,123.26 |
| 2 | Providing and applying primer coat with cationic bitumen emulsion RS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502) Revision). (i) For WBM / WMM Surface:
(with primer @ 0.70-1.0 kg/sqm)
(Mode of measurement: on the basis of finished surface area in sq.m). | 1,064 | SQM | 275.96 | ₹2,93,621.44 |
| 3 | Repairing Pot-holes with Bituminous Macadam (Grading-II, for compacted thickness of upto 75mm)
Filling Pot Holes with Bituminous Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminous binder @3.4% by wt. of the total mix, transported to site and laid in the pot hole prepared before hand by cutting the edges to get a firm vertical face and by removing all the failed and loose materials including dust and applying tack coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8-10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of stone aggregates and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of all operational staff, quality control except the cost of tack coat complete as per direction of Engineer-in-charge. Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. | 1,064 | SQM | 91.43 | ₹97,281.52 |
| 6 | G.S.T. @ 18% as applicable | - | percentage | 18 | - |
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