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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC VILL LUJ TEHSIL PANGI DISTT CHAMBA HP | CHAMBA | HP | ₹9.8 L Quoted ₹11.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.6 L+₹83,592 (7.08%)Rejected-Finance VIDYUT BHAWAN HPSEBL SHIMLA 17100 | 17100 | ₹12.6 L+₹83,592 (7.08%) | L2 | Rejected-Finance L2 |
| 3 | L3₹13.5 L+₹1.7 L (14.3%)Rejected-Finance VILL GOHONANA PO MEHLA TEHSIL DISTT CHAMBA HP | CHAMBA | HP | ₹13.5 L+₹1.7 L (14.3%) | L3 | Rejected-Finance L3 |
Tender Value
₹9.4 L
EMD Value
₹9,445
Closing Date
16 Jun 2026, 11:00 amClosed
Er. Raajiv Kumar, Dy. C.E.
(OP) Circle, HPSEBL, Dalhousie
Tender for restoration of damaged retaining wall at RD 255 to 270, 270 to 280, 375 to 390 for protection of water channel system of Sural SHEP 2x50 MW damaged due to heavy flood /rain on dated 18/03/2026 under ESD HPSEBL Killar (OP) Circle HPSEBL Dlu
2026_HPSEB_136048_1
Bid No. OCD/DB/Bid-08/2026-27
Open Tender
Civil Works
Turn-key
180 days
Killar
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹9,445
9 Jul 2026
9 Jun 2026
18 Jun 2026
9 Jun 2026
16 Jun 2026
9 Jun 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 |
|---|---|---|---|---|---|
| 1.01 | Restoration of damaged Retaining wall | - | - | - | - |
| 1.02 | Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock | - | Cubm | 247 | - |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level 1:4:8 (1 cement: 4 coarse sand): 8 graded stone aggregate 20 mm nominal size) | 4.83 | Cubm | 12,713 | ₹61,340.23 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level 1:2:4 (1 cement: 2 coarse sand): 4 graded stone aggregate 20 mm nominal size) | 1 | Cubm | 15,336 | ₹15,334.47 |
| 1.05 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with: CM 1:4(1 cement, 4 sand) | - | Cubm | 8,433 | - |
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