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Tender Value
₹18.7 L
EMD Value
₹37,317
Closing Date
15 Sept 2026, 1:00 pm
Executive Engineer, Hooghly Highway Division No. I
EE, HHD-I,Vivekananda Road, Pipulpati, Hooghly
Emergent maintenance work for repairing Bainchee Bhastara Majinan Belmuri Road from 11.50 km to 11.75 km, 11.90 km to 12.20 km and 14.20 km to 14.40 km of Hooghly Highway Sub-Division under Hooghly Highway Division No. I in the District of Hooghly
2026_WBPWD_5020667_2
WBPWD/EE/HHD-I/NIT-05/2026-27
Open Tender
CIVIL WORKS
Percentage
10 days
Hooghly
Please refer Tender documents.
5 documents required · 5 mandatory
₹37,317
Yes
28 Aug 2026
28 Aug 2026
18 Sept 2026
1 Sept 2026
15 Sept 2026
1 Sept 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. (Tack Coat considered separately) | 21.45 | CuM | 9,194.9 | ₹1,97,230.6 |
| 2 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202)
By Mechanical Means: Bituminous course | 22.88 | CuM | 312.86 | ₹7,158.24 |
| 3 | Water Bound Macadam:
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).
By Manual Means
Grading-2 (Table 400-9) Using Screening (Table 400-10)
Type-B (11.2 mm aggregate)
On WMM/WBM surface @ 0.85kg/sqm (using CSS-1) | 34.31 | CuM | 4,486.43 | ₹1,53,929.41 |
| 4 | Providing and applying primer coat with cationic bitumen emulsion SS1 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). | 457.5 | SqM | 90.9 | ₹41,586.75 |
| 5 | Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503).
ii)On Granular surface treated with primer @ 0.275kg /sqm. | 457.5 | SqM | 29.76 | ₹13,615.2 |
| 6 | Tack Coat
Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular/cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503).
(i) On Bituminous Surface (Using Bitumen Emulsion (Rs-1, Packed) @ 0.250 kg per sqm.) | 3,630 | SqM | 27.21 | ₹98,772.3 |
| 7 | Close Graded Premix Surfacing/Mixed Seal Surfacing (Reference to MORT&H's specification clause 508).
Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Item Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen of suitable approved grade to the 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 roller 8-10 tonne capacity, and finishing to required level and grade.
ii) Type-B (rainfall less than 150 mm/year). | 3,757.5 | SqM | 280.46 | ₹10,53,828.45 |
| 8 | Supplying and mixing stable anti- stripping agent of approved quality conforming to Table -A 5 - 1 of Appendix-5 of specification for Road & Bridge Works of MORT&H(Rev-4) to the binder @ 0.5% to 1% by weight of binder (depending up on size & stripping value of the aggregates ) and allowing 15 to 30 minutes of circulation or stirring in the hot bitumen tank to ensure a homogeneous mix of binder and anti- stripping agent for different bituminous works as per Technical Specifications in given n Appendix - 5 of specification for Road & Bridge Works of MoRT&H (Rev-5) and direction of Engineer-in-Charge complete. | 35.7 | Kg | 423.52 | ₹15,119.66 |
| 9 | Add GST @ 18% | 0.18 | nos | - | - |
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