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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC VILLAGE MEHAT P O KANSAR TEHSIL DADAHU DISTRICT SIRMOUR H P | KANSAR | SIRMOUR | HIMACHAL PRADESH | ₹3.5 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹3.6 LRejected-Finance VILLAGE BHARAPUR P O DHAULAKUAN TEHSIL PAONTA SAHIB DISTRICT SIRMOUR H P | ₹3.6 L | L2 | Rejected-Finance L2 BIDDER |
| 3 | L3₹3.8 LRejected-Finance CHIYAMIMYANA PO KANSAR TEHSIL PAONTA SAHIB SIRMOUR HP | SIRMAUR | SIRMAUR | HIMACHAL PRADESH | ₹3.8 L | L3 | Rejected-Finance L3 BIDDER |
| 4 | L4₹4.7 LRejected-Finance VILLAGE MEHAT P O KANSAR TEHSIL DADAHU DISTRICT SIRMOUR H P | ₹4.7 L | L4 | Rejected-Finance L4 BIDDER |
| 5 | L5₹5.0 LRejected-Finance P O PURUWALA TEHSIL PAONTA SAHIB DISTT SIRMOUR 173025 H P | PAONTA SAHIB | SIRMOUR | HIMACHAL PRADESH | 173025 | ₹5.0 L | L5 | Rejected-Finance L5 BIDDER |
Tender Value
Refer Docs
EMD Value
₹4,993
Closing Date
2 Mar 2026, 12:00 pmClosed
RESIDENT ENGINEER
REGPHD GIRINAGAR
R and M of Civil Works. JOB3
2026_HPSEB_129545_1
REGPHD-100/2025-26
Open Tender
Repair and Maintenance Works
30 days
GIRINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
₹4,993
13 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
R/M of Civil works of Barrage (Hydro Power Generation)
2.8.1Earth 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.
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)
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).
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 4mm thick corresponding to SWG-8 15cm. x 15cm. mesh.
Centering and shuttering including strutting, propping etc. and removal of form work for :4.3.1 Foundations, footings, bases for columns
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size
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