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Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
28 Sept 2026, 2:00 pm
The C.E. and P.M., PPSP, WBSEDCL
PPSP Hq, 5th Floor, A Block, Vidyut Bhavan, Salt Lake, Block DJ, Sector II, West Bengal, PIN 700091
Landslide Stabilization and Rockfall Protection works near spillway of Lower Dam of PPSP at Bagmundi, Purulia, West Bengal, PIN 723152
2026_WBSED_1038491_1
PPSP/Ten/124/C/26-27/NIT06/153
Open Tender
CIVIL WORKS
Percentage
180 days
PPSP Site, Baghmundi, Dist. Purulia
Please refer to the tender documents.
7 documents required · 7 mandatory
₹0
₹5.4 L
PPSP Hq 5th Floor, A Block, Vidyut Bhavan
21 Aug 2026
21 Aug 2026
30 Sept 2026
21 Aug 2026
28 Sept 2026
4 Sept 2026
21 Aug 2026 - 1 Sept 2026
2 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . | |||||
| 1.1 | I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by mechanical means (using excavator of suitable capacity). (i) Depth upto 3 m Without pumping out water | - | CuM. | 46 | - |
| 1.2 | II. In Hard rock ( blasting prohibited ) (i) Without pumping out water | - | CuM. | 409 | - |
| 2 | Supplying and installing Three-Dimensional Erosion Control Mat having GSM 600, Reinforced with Double Twisted hexagonal mesh and longitudinal ropes of 8mm dia @1m intervalof opening size 80×100mm /100x120 mm with wire dia 2.7/3.0 mm supported by longitudinal ropes of 8mm dia. (IRC: HRB-SR 23) including all ancillary works like arrangement of surface drainage, if any, proper anchoring of Mat, connect/ lapping to the adjacent geomat/ structures and all accessories, including safety, all other ancillary works, material, machinery, labour, etc., complete with all leads and lifts and as directed by Engineer - In - Charge. | - | SqM. | 1,900 | - |
| 3 | Providing weep holes in Brick masonry / Plain /Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. | - | Each | 115 | - |
| 4Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Pakur Variety | |||||
| 4.1 | i) In ground floor including roof (upto 4m of height). | - | CuM. | 5,934.65 | - |
| 4.2 | ii) In first floor including roof (beyond 4m of height and up to 4th floor, i.e. 16m)) | - | CuM. | 6,029.65 | - |
| 5Hire and labour charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (up to roof of ground floor) | |||||
| 0.9 | Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work | - | - | - | - |
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details.html
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Tendernotice_1.pdf
PDF • 2.66 MB
BOQ_2551141.xls
BOQ • 0.23 MB
NIeTLandslide.PDF
Tender Documents • 2.64 MB
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