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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC KANKEBONG BUSTY P O P S LODHAMA LODHAMA DARJEELING 734201 | LODHAMA | DARJEELING | WEST BENGAL | 734201 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹9.3 L+₹169.39 (0.02%)Rejected-AOC | L2 | Rejected-AOC Not L1 | |
| 3 | L3₹9.4 L+₹8,808.43 (0.95%)Rejected-AOC | L3 | Rejected-AOC Not L1 | |
| 4 | L3₹9.4 L+₹8,808.43 (0.95%)Rejected-AOC | L3 | Rejected-AOC Not L1 |
Tender Value
₹8.5 L
EMD Value
₹16,940
Closing Date
15 Jan 2026, 12:00 pmClosed
Superintending Engineer (Elect.), WBSEDCL
Mini Micro Hydel Division, Administrative Building, 2nd Floor, Dowhill Road, Kurseong-734203
Emergency restoration of damaged protection wall between ch. 43-44 of Little Rangit Hydro Electric Project alongwith other associated civil works under Mini Micro Hydel Division, Dist. Darjeeling
2025_WBSED_974813_1
WBSEDCL/SE(E)/MMHD/CIVIL/ e-Tender/2025-26/12 dt-15.12.2025
Limited
CIVIL WORKS
Percentage
30 days
Mini Micro Hydel Division
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹16,940
11 Jun 2026
22 Dec 2025
19 Jan 2026
22 Dec 2025
15 Jan 2026
22 Dec 2025
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
Land Slide Clearance in Soil Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side.
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.
Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety In ground floor (a) 1:3:6 proportion
Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any With C:C ( 1:2:4)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material
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 and Technical specifications. drawing
Hire and labour charges for shuttering with centering and necessary staging upto 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 afte completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
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