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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.2 LAccepted-AOC VILLAGE AND POST OFFICE JEORI TEHSIL RAMPUR DISTT SHIMLA H P | JEORI | SHIMLA | HIMACHAL PRADESH | ₹81.2 L | L1 | Accepted-AOC LOWEST 1ST |
| 2 | L2₹81.7 L+₹50,425 (0.62%)Rejected-AOC | ₹81.7 L+₹50,425 (0.62%) | L2 | Rejected-AOC LOWEST 2ND |
| 3 | L3₹99.8 L+₹18.7 L (23.0%)Rejected-AOC NIL | ₹99.8 L+₹18.7 L (23.0%) | L3 | Rejected-AOC LOWEST 3RD |
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
16 Apr 2026, 12:00 pmClosed
O/O Chief Engineer Generation ,HPSEBL, Sudernagar
Chief Engineer Generation ,HPSEBL, Sudernagar
Restoration of damaged river side protection wall of 2x11.25MW Ganvi-I switchyard by providing reinforced cement concrete wall left bank of Ganvi khad downstream of bailey bridge between RD 150.00m to 220.00m including stone pitching etc which was
2026_HPSEB_133626_1
HPSEBL/CEG/CMD/2026-27-02
Open Tender
Civil Works
Tender cum Auction
Ganvi Power HOUSE, JEORI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
₹1.0 L
O/O Chief Engineer Generation ,HPSEBL, Sudernagar
6 Jun 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
10 Apr 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 | Earth work 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-in-charge. | - | cum | 166.38 | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm
nominal size) | - | cum | - | - |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild/ Tor steel and Medium Tensile steel bars | - | kg | - | - |
| 7 | Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to
be measured and paid for separately). | - | cum | - | - |
| 8 | Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly). G.I. wire 5mm thick corresponding to SWG-6. 15cm.x15cm. mesh. | - | sqm | - | - |
| 9 | Providing and fixing pipe 75mm dia heavy duty for weep holes complete in all respects as per drawing and specifications. | - | RMT | - | - |
| 10 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. | - | cum | - | - |
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BOQ_197546.xls
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