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Tender Value
₹5.0 L
EMD Value
₹9,957
Closing Date
31 Aug 2026, 3:00 pm
Assistant Engineer,Uluberia Highway Sub Division
Office of the Assistant Engineer Uluberia Highway Sub Division Public Works (Roads) Directorate Mohishrekha, Uluberia, Howrah Pin - 711303
Bagnan-Srikol-Kamalpur Road, from 5.0 Km to 8.0 Km, Patch Repairing Work under Howrah Highway Division in the District of Howrah during the F.Y. 2026-27
2026_WBPWD_5018870_5
e-NIT No. 09 of 2026-2027
Open Tender
CIVIL WORKS
Percentage
7 days
Mahishrekha
Please refer Tender documents.
5 documents required · 5 mandatory
₹9,957
Yes
20 Aug 2026
20 Aug 2026
2 Sept 2026
20 Aug 2026
31 Aug 2026
20 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.
Bitumen VG 30 Grade
(Rate Including Labour Welfare Cess) | 1 | Cum | 8,377.5 | ₹8,376.66 |
| 2 | Water Bound Macadam
Providing, laying, spreading andcompacting 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
Using Screening (Table 400-10) Type-B (11.2 mm aggregate)
(Rate Including Labour Welfare Cess) | - | Cum | 5,319.91 | - |
| 3 | Prime Coat
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).
On WMM/WBM surface @ 0.85 Kg/Sqm | - | Sqm | 140.49 | - |
| 4 | 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.
On Granular surface treated with primer @ 0.275 Kg /sqm. | - | Sqm | 29.33 | - |
| 5 | 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.
On bituminous surface @ 0.250 Kg /Sqm. | - | Sqm | 26.84 | - |
| 6 | Bituminous Macadam
Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Reference to MORT&H's specification clause 504).
With Continuous Type HMP (40-60 TPH)
for Grading 2 (19 mm nominal size)
Bitumen VG 30 Grade
(Rate Including Labour Welfare Cess) | - | Cum | 12,808.24 | - |
| 7 | Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm
Removal of all failed material,in the pavement courses and if necessary below the pavement,until the root causes of the failure is removed, the
trimming of completed excavation to provide firm vertical faces; specified for the pavement layer; application of tack coat conforming to cl. 503 of MORT&H's specification ,on to the sides and base of excavation prior to placing hot bituminous material as per clause 510 and the compaction,trimming and finishing of the surfaces of all patches to form a smooth continuous surface, level with the surrounding road as per the requirement of clause 3004.2 of MORT&H's specification.
Bitumen VG 30 Grade
(Rate Including Labour Welfare Cess) | - | Sqm | 263.72 | - |
| 8 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using (Reference to MORT&H's specification clause 511)
Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade.
Bitumen VG 30 Grade
(Rate Including Labour Welfare Cess) | - | Sqm | 93.52 | - |
| 9 | GST @ 18.00% over Sl. No. 01 to Sl. No.08 | - | G.S.T. | 0.18 | - |
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