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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance HITENDRA NARAYAN ROAD PATAKURA COOCH BEHAR PIN NO 736101 | COOCH BEHAR | COOCH BEHAR | WEST BENGAL | 736101 | L1 | Admitted-Finance | ||
| 2 | L2₹1.3 Cr+₹3.8 L (3.04%)Admitted-Finance PALASHBARI ROAD P O DIST COOCH BEHAR PIN 736101 | COOCH BEHAR | COOCH BEHAR | WEST BENGAL | 736101 | L2 | Admitted-Finance | ||
| 3 | L3₹1.3 Cr+₹6.3 L (5.04%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | Rejected-Technical PVNN ROAD PO DIST COOCH BEHAR PIN 736101 | COOCH BEHAR | COOCH BEHAR | WEST BENGAL | 736101 | - | Rejected-Technical Prime Machineries Not Complied | ||
| 5 | Rejected-Technical | - | Rejected-Technical 1. Insufficient Bid Capacity. 2. Affidavit of Prime Machineries Not submitted as per eNIT Clouse no. 43, Page No. 12. |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
26 Sept 2026, 4:00 pmClosed
SUPERINTENDING ENGINEER P.W.D. NBCC-I COOCH BEHAR
Superintending Engineer, North Bengal Construction Circle-I, P.W.Dte, 1st floor, Beside Circuit House, Sunity Road, Cooch Behar-736101.
Special repair and Rehabilitation work of three 3 nos Single cell Slab Culverts in chainage at 4.30 km, 14.00 km and 17.20 km on Sitalkuchi Road under Coochbehar Division, P.W.Dte in the district of Coochbehar.
2026_WBPWD_5021322_1
WB/SE/NBCC-I/PWDte/eNIT- 05 /2026-2027 (1st Call)
Open Tender
CIVIL WORKS
Percentage
90 days
COOCH BEHAR
Please refer Tender documents.
8 documents required · 8 mandatory
₹2.5 L
Yes
S.E., NBCC - I, P.W.Dte, COOCH BEHAR
5 Oct 2026
5 Sept 2026
28 Sept 2026
5 Sept 2026
26 Sept 2026
7 Sept 2026
7 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 | Excavation for Structures
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
Manual Means
Depth upto 3 m | 1,234.8 | m3 | 196.72 | ₹2,42,909.86 |
| 2 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202)
Lime /Cement Concrete
By Manual Means
Cement Concrete Grade M-15 & M-20 | 138.57 | m3 | 631.59 | ₹87,519.43 |
| 2.01 | Prestressed / Reinforced cement concrete grade M-20 & above | 21.87 | m3 | 1,685.36 | ₹36,858.82 |
| 3 | 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 M20
Pakur Variety Stone Chips | 159.86 | m3 | 8,464.14 | ₹13,53,077.42 |
| 3.01 | RCC Grade M20
Using Concrete Mixer
Pakur Variety Stone Chips | 172.8 | m3 | 8,431.34 | ₹14,56,935.55 |
| 4 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). | 6.78 | MT | 80,849.17 | ₹5,48,157.37 |
| 5 | Boulder Apron Laid in Wire Crates
Providing and laying of boulder apron laid in wire crates made with 4mm dia wire dia not less than 4mm GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh Mesh size not more than 150mm (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each ( Tensile strength 300-450mpa, size of wire crates 3.0mx1.50mx1.25 m) (Reference to MORT&H's specification 2503). | 78 | m3 | 5,259.04 | ₹4,10,205.12 |
| 6 | 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 | 64.8 | m3 | 2,958.7 | ₹1,91,723.76 |
| 7 | Flexible Apron : (Shall be provided beyond curtain walls for a min distance of 3m on u/s and 6m on d/s side ) Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall (Reference to MORT&H's specification 2507.2). | 648 | m3 | 3,088.38 | ₹20,01,270.24 |
| 8 | Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge. | 409.8 | m2 | 604 | ₹2,47,519.2 |
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