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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance VILLAGE THAROT PO CHARRI TEHSIL SHAHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹3.2 L | L1 | Accepted-Finance Due to lowest rate |
| 2 | L2₹3.3 LRejected-Finance DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹3.3 L | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹3.3 LRejected-Finance HIMACHAL PRADESH HP | ₹3.3 L | L3 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | SANJAY KUMAR L2 | VIKAS KUMAR L3 | PUNIT KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in drain and channel etc in classification of all kinds of soil such as pick work, spade, jumper work, blasting work soft /hard rock, chiesling soft /hard rock lift upto 1.50 metres stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth in Pick and Jumper work as per direction of Engineer-in-Charge with in all leads and lifts . | 544.6 | cum | 355 ₹1.9 L | 359 ₹2.0 L | 350 ₹1.9 L |
| 2.00 | C/O temporary head weir/Excavation in earth work and banking in 20cm. layers including breaking clods,ramming and dressing ground for thepurpose of making embankment or filling up ground depressions upto a lead of 20 metres and lift upto 1.50 metres with in all leads and lifts. | 298.35 | Cum | 462 ₹1.4 L | 459 ₹1.4 L | 450 ₹1.3 L |
Tender Value
₹2.6 L
EMD Value
₹5,140
Closing Date
19 Jan 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Restoration of rain damages of LWSS Bhairoon Churtha Yol in Tehsil Shahpur Distt Kangra,
2026_HPIPH_125316_1
EE/JSDS/NIT/2025- 8700-8749 dated- 08/01/2026
Open Tender
Civil Works
60 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Executive Engineer
₹5,140
5 Mar 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
8 Jan 2026 - 19 Jan 2026
Excavation in drain and channel etc in classification of all kinds of soil such as pick work, spade, jumper work, blasting work soft /hard rock, chiesling soft /hard rock lift upto 1.50 metres stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth in Pick and Jumper work as per direction of Engineer-in-Charge with in all leads and lifts .
C/O temporary head weir/Excavation in earth work and banking in 20cm. layers including breaking clods,ramming and dressing ground for thepurpose of making embankment or filling up ground depressions upto a lead of 20 metres and lift upto 1.50 metres with in all leads and lifts.
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