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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.0 LAccepted-AOC | ₹3.0 L Quoted ₹3.1 L | L-1 | Accepted-AOC Lowest |
| 2 | L-2₹3.2 L+₹8,966.24 (2.91%)Rejected-Finance VPO BARI TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹3.2 L+₹8,966.24 (2.91%) | L-2 | Rejected-Finance Quated Rate High |
| 3 | L-3₹3.2 L+₹11,954.98 (3.88%)Rejected-Finance GHUMARWIN DIVISION HP PWD GHUMARWIN | ₹3.2 L+₹11,954.98 (3.88%) | L-3 | Rejected-Finance Quated Rate High |
| 4 | Rejected-Technical N A | FARIDABAD | HARYANA | 121004 | - | - | Rejected-Technical The bidder submitted a written request before the financial evaluation expressing unwillingness to participate in the financial bid opening. Hence, the bid is rejected from further evaluation |
Tender Value
Refer Docs
EMD Value
₹3,000
Closing Date
4 Aug 2026, 9:00 amClosed
Sr. Executive Engineer ED HPSEBL fatehpur
Sr. Executive Engineer ED HPSEBL fatehpur
Tender for providing crate protection works to Single Pole Structures No. 11 and 17 and the Double Pole Structure on the 11 kV HT Line Dini under Section Dini, Electrical Sub Division, Rehan.(Ch. To RM of ESD Rehan)
2026_HPSEB_140173_1
FED-14/2026-27
Open Tender
Civil Works
Percentage
90 days
ESD Rehan
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
₹3,000
3 Sept 2026
29 Jul 2026
4 Aug 2026
29 Jul 2026
4 Aug 2026
29 Jul 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 |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.01 | Excavation in foundation and trenches in earthwork lift upto 1.5 m, stacking the excavted soil not more than 3 m clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when reuired into plinth sides of foundation, consolidating each deposited layer by ramming and watering and then disposing off all surplus excavated earth as directed within a lead of 20 m in pick and jumper work | - | Cum | 354 | - |
| 1.02 | Wire crates of G.I wire filled with bolders with squarecut faces against the wire (Bolder filling to be measured and paid for separately) G.I wire 4mm thick corresponding to SWG-8.15cm*15cm mesh. | - | Cum | 442.5 | - |
| 1.03 | Wire Crate made of GI Wire filled with boulders with square cut falls against the wire (Wire Crate to be measured and paid for seperately) | 0.4 | Cum | 1,729 | ₹691.6 |
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tech_eval.pdf
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fin_eval.pdf
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Tendernotice_1.pdf
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BOQ_207855.xls
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FED14TC.pdf
Tender Documents • 2.00 MB
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