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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-Finance | L1 | Accepted-Finance Accepted as L1 Bidder | |
| 2 | L2₹4.4 L+₹11,713.43 (2.74%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹4.8 L+₹54,281.76 (12.7%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹5.1 L+₹86,050.88 (20.1%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹5.5 L+₹1.2 L (28.1%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
₹5.7 L
EMD Value
₹11,428
Closing Date
14 Aug 2026, 2:00 pmClosed
Executive Engineer Hooghly Highway Division No-II
Executive Engineer Hooghly Highway Division No-II Pipulpati Hooghly 712103
Link road from GT road to Mogra Health Centre from 0.00 km to 0.48 km surfacing work with pot holes, PC,SC, of Bansberia Highway Sub-Division - I under Hooghly Highway Division -II, In the District of Hooghly during The Year 2026 -2027.
2026_WBPWD_5017750_1
WBPWD/EE/HHD-II/eNIT-2/2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
Hooghly
Please refer Tender documents.
6 documents required · 6 mandatory
₹11,428
Yes
27 Aug 2026
31 Jul 2026
17 Aug 2026
4 Aug 2026
14 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 | 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 pecification, 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. | 1.74 | CUM | 8,817.49 | ₹15,342.43 |
| 2 | Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen of approved grade to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled tandem or other approved type roller 8-10 tonne capacity, finished to required level and grades (Reference to MORT&H's specification clause 510). | 1,182.91 | SQM | 267.54 | ₹3,16,475.74 |
| 3 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type A and B seal coats (Reference to MORT&H's specification clause 511))Case - II : Type B Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | 1,182.91 | SQM | 98.27 | ₹1,16,244.57 |
| 4 | Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg / Sq.m. on the prepared bituminous / granular surface cleaned with mechanical broom (Ref. to : MORT&H's specification clause 503) | 1,206.1 | SQM | 22.08 | ₹26,630.69 |
| 5 | Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm,
or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801).60 cm x 45 cm rectangular | 2 | nos | 4,766.35 | ₹9,532.7 |
| 6 | G.S.T. @ 18% as applicable | - | percentage | 18 | - |
| 7 | Labour Welfare Cess @ 0% | - | percentage | 1 | - |
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