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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.6 LAccepted-AOC HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175047 | ₹1.6 L | L-1 | Accepted-AOC Bidder quoted a lowest rate in submitted bids. |
| 2 | L-2₹1.7 LRejected-Finance N A | NA | NA | 121004 | ₹1.7 L | L-2 | Rejected-Finance Bidder quoted ahigher rate then L-1. |
| 3 | L-3₹1.7 LRejected-Finance DHALIWAL | ₹1.7 L | L-3 | Rejected-Finance Bidder quoted ahigher rate then L-1. |
| 4 | Rejected-Technical P O DHUSSARA TEHSIL AMB DISTT UNA HP | UNA | HIMACHAL PRADESH | 174301 | - | - | Rejected-Technical Bidder is not qualify the Techno reponsive |
Tender Value
₹1.6 L
EMD Value
₹1,571
Closing Date
26 Feb 2026, 12:00 pmClosed
Sr. Executive Engineer
Sr. Executive Engineer ED HPSEBL Amb
Tender for providing retaining wall for the protection of 6 pole structure to prevent erosion, provide stable base and working area, ensure safe access for maintenance
2026_HPSEB_129176_1
AED/192/2025-26
Open Tender
Electrical Works
90 days
Sr. Executive Engineer ED HPSEBL Amb
Please refer a tender document.
2 documents required · 2 mandatory
₹590
₹1,571
25 Apr 2026
21 Feb 2026
26 Feb 2026
21 Feb 2026
26 Feb 2026
21 Feb 2026
ERECTION PART
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter.
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
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 40 mm nominal size)
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