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Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
7 Sept 2026, 4:00 pm
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
Construction of proposed 2 cell 5.0m x 4.0m Box culvert by replacing old distressed bridge at chainage 6.00 km over Buxa- Forest Road under Alipurduar Division, PWD in the district of Alipurduar. Project ID - PD262753274S000
2026_WBPWD_5018525_1
WB/SE/NBCC-I/PWDte/eNIT- 02 /2026-2027 (1st Call)
Open Tender
CIVIL WORKS
Percentage
180 days
Alipurduar
Please refer Tender documents.
8 documents required · 8 mandatory
₹3.8 L
Yes
SE, NBCC -I, PWDte, Cooch Behar
17 Aug 2026
17 Aug 2026
9 Sept 2026
17 Aug 2026
7 Sept 2026
18 Aug 2026
18 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 | Part - A : Box Culvert 2 Cells (5.0M X 4.0M)
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)
By Mechanical Means
Cement Concrete Grade M-15 & M-20 | - | m3 | 501.42 | - |
| 2 | 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
Mechanical Means
Depth 3 m to 6 m | - | m3 | 69.51 | - |
| 3 | 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). | 1 | m3 | 999.8 | ₹998.8 |
| 4 | 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
Using Pakur Variety | 1 | m3 | 6,441.29 | ₹6,434.85 |
| 5 | 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 M30
Using Concrete Mixer
Using Pakur Variety | 1 | m3 | 7,300.35 | ₹7,293.05 |
| 6 | Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per clause 1719 of MoRTH but excluding the cost of materials as per drawing and Technical Specification (Reference to MORT&H's specifications 1500, 1600,1700 & 1800).
RCC Grade M 30
Using Concrete Mixer
For solid slab super-structure
Height upto 5m
Using Pakur Variety | 1 | m3 | 8,449.68 | ₹8,441.23 |
| 7 | Reinforced Cement Concrete Crash Barrier :
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified (Reference to MORT&H's specification 811).
Using Pakur Variety | - | RM | 10,173.87 | - |
| 8 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper postion of uncoated HYSD reinforcement bar in super-structure complete as per drawing and technical specifications (Reference to MORT&H's specification 1600) . | - | MT | 71,324.76 | - |
| 9 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification (710.1.4 of IRC:78 & 2200). | - | m3 | 2,547.63 | - |
| 10 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200). | - | Nos. | 150.2 | - |
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