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Tender Value
₹25.1 L
EMD Value
₹50,143
Closing Date
7 Sept 2026, 10:30 am
Executive Engineer, Birbhum Highway Division II
Sarak Bhavan, Lambodarpur, Suri, Birbhum, 731101
Floor protection work of Agaya Bridge at 3.00 km Of Ahamedpur-Kirnahar-Ramjibanpur Road (SH-6)- Under Birbhum Highway Division No.-II,P.W. (Roads) Dte. During The Year of 2026-27
2026_WBPWD_5019473_4
WB/PWR/EE/BHDII/NIT10/26-27
Open Tender
CIVIL WORKS
Percentage
30 days
Ahamedpur-Kirnahar-Ramjibanpur Road
Please refer Tender documents.
6 documents required · 6 mandatory
₹50,143
Yes
20 Aug 2026
20 Aug 2026
9 Sept 2026
20 Aug 2026
7 Sept 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 | Earth work 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).Ordinary soil,Mechanical Means,Depth upto 3m. | 161.5 | Cum | 274.51 | ₹44,333.37 |
| 2 | Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304). | 19.5 | Cum | 1,181.58 | ₹23,040.81 |
| 3 | Back filling 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)Sandy material | 51.5 | Cum | 1,441.99 | ₹74,262.49 |
| 4 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each template cross wall in dry wall masonry shall be built about a meter thick & to the full height of the specified thickness of appron at 30 mt. interval complete as per drawing and Technical specification (Reference to MORT&H's specification 2503). Boulder Laid Dry Without Wire Crates. | 200 | Cum | 3,007.12 | ₹6,01,424 |
| 5 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical
specifications (Reference to MORT&H's specification 2504).
Stone/Boulder | - | Cum | 3,007.12 | - |
| 6 | Plain/Reinforced cement concrete in open foundation complete
all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). PCC Grade M15 | - | Cum | 6,380.74 | - |
| 7 | Add GST @ 18% of sum of item 1.00 to 6.00 | - | '% | 18 | - |
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