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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-Finance MANDI DIVISION NO II HP PWD MANDI | MANDI | HIMACHAL PRADESH | 175001 | ₹3.4 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹3.8 LRejected-Finance | ₹3.8 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹4.1 LRejected-Finance JOGINDER NAGAR | ₹4.1 L | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | AMIT KUMAR L3 | MOHAN SINGH THAKUR L2 | DESH RAJ L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | 408.96 | Cum | 560 ₹2.3 L | 540 ₹2.2 L | 520 ₹2.1 L |
| 2.00Laying trenches galvanized mild steel tube (Light class) with fitting (earth work in treanches to be measured and paid for separately) including all leads and lifts and as directed by the Engineer-in-charge. | ||||||
| 2.01 | 20 mm dia nominal size. | 500 | Rmt | 85 ₹42,500 | 70 ₹35,000 | 50 ₹25,000 |
| 2.02 | 32 mm dia nominal size. | 1,420 | Rmt | 100 ₹1.4 L | 90 ₹1.3 L | 70 ₹99,400 |
Tender Value
₹3.2 L
EMD Value
₹6,473
Closing Date
12 Mar 2026, 11:00 amClosed
Executive Engineer
JSV Division Rohru
SH R M Trenching laying and jointing of GMS tube various dia
2026_HPIPH_130498_1
No.JSV-RD-AB-Tnd/2025- 8457-8520 dt 05.03.2026
Open Tender
Civil Works
90 days
Samoli
Tender Documents
8 documents required · 8 mandatory
₹500
EE Rohru
₹6,473
7 May 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.
Laying trenches galvanized mild steel tube (Light class) with fitting (earth work in treanches to be measured and paid for separately) including all leads and lifts and as directed by the Engineer-in-charge.
20 mm dia nominal size.
32 mm dia nominal size.
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