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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILL LAYEKBANDH P O LAYEKBANDH PS BISHNUPUR DIST BANKURA | BANKURA | BANKURA | WEST BENGAL | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Accepted-Technical VILL P O RAJGRAM DIST BANKURA PIN 722146 | RAJGRAM | BANKURA | WEST BENGAL | 722146 | Accepted-Technical Accepted |
| 4 | Accepted-Technical DAKHINSOLE P O CHAKSHYAMPUR DIST BANKURA | BANKURA | BANKURA | WEST BENGAL | Accepted-Technical Accepted |
| 5 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹2.5 L
EMD Value
₹4,962
Closing Date
18 Sept 2026, 12:00 pmClosed
Executive Engineer, Bishnupur Division, PWD
Bishnupur, Bankura
Emergent repair of Guard Wall adjacent to the existing causeway at 2nd km of Chenchuria More to Bishnupur Road (SH-2) under Bishnupur Division, PWD in the district of Bankura during the year 2026-27
2026_WBPWD_5022757_1
WBPWD/EE/BISHNUPUR DIVISION/e-NIT- 14/2026-2027
Open Tender
CIVIL WORKS
Percentage
30 days
Bishnupur
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,962
11 Oct 2026
9 Sept 2026
21 Sept 2026
9 Sept 2026
18 Sept 2026
9 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 |
|---|---|---|---|---|---|
| 1WBPWD / EE / BISHNUPUR DIVISION / e-NIT- 14/ 2026-2027 / SL- 1 | |||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201)
By Mechanical Means
In area of light jungle | 0.06 | Hect | 50,633.31 | ₹3,038 |
| 2 | Removal of unserviceable soil with disposal upto 1000 metres
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305 (Reference to MoRT&H's specification clause 301). | 33.75 | cum | 86.77 | ₹2,928.49 |
| 3 | 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
Mechenical Means
Depth upto 3 m | 20.4 | cum | 59.29 | ₹1,209.52 |
| 4 | 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) | 2.4 | cum | 999.8 | ₹2,399.52 |
| 5 | Plain cement concrete 1:3:6 nominal mix in foundation with
crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). | 1.8 | cum | 5,924.81 | ₹10,664.66 |
| 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 M20 | 12.83 | cum | 7,025.26 | ₹90,134.09 |
| 7 | Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing,
curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).
PCC Grade M20 | 10.85 | cum | 7,431.78 | ₹80,634.81 |
| 8 | 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 Specification (Referance to MoRTH’ specification 2706 & 2200) | 16 | each | 150.2 | ₹2,403.2 |
| 9 | Back filling behind abutment, wing wall and return wall complete including sprinkling water and thoroughly compacted with plate compactor /power rammer in layers not exceeding 150 mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH’s specification 2200)
Sandy materials | 13.8 | cum | 1,220.14 | ₹16,837.93 |
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