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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | ₹2.1 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹2.2 L+₹5,725 (2.73%)Rejected-Finance | ₹2.2 L+₹5,725 (2.73%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹2.2 L+₹11,450 (5.46%)Rejected-Finance | ₹2.2 L+₹11,450 (5.46%) | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Ashok Kumar L1 | Sh. Rahul Thakur L3 | Radha Devi L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work. | 345 | Cum | 350 ₹1,20,750 Lowest | 360 ₹1,24,200 | 355 ₹1,22,475 |
| 2.00Laying and jointing in trenches, GMS Tubes (Light Grade), Tube fittings (earth work in trenches to be measured and paid for separately). | ||||||
| 2.01 | 32 mm dia | 1,700 | Rmt | 40 ₹68,000 Lowest | 44 ₹74,800 | 42 ₹71,400 |
| 2.02 | 25 mm dia | 600 | Rmt | 35 ₹21,000 Lowest | 37 ₹22,200 | 36 ₹21,600 |
Tender Value
₹2.0 L
EMD Value
₹3,000
Closing Date
27 Mar 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Dharampur Distt. Solan H.P.
Restoration rain damages of LWSS Garkhal Larah in GP Garkhal in Tehsil Kasauli Distt Solan HP Sub Head LJ GI pipe line from village Khadoli to Banjani Under CRF
2026_HPIPH_131664_1
JSV-EE-DMP-CB-TA-NIT/2025- 22061-22160 dated 16.03.2026
Open Tender
Civil Works - Others
Item Rate
60 days
In Dharampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹3,000
10 Jun 2026
16 Mar 2026
27 Mar 2026
16 Mar 2026
27 Mar 2026
16 Mar 2026
16 Mar 2026 - 27 Mar 2026
Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work.
Laying and jointing in trenches, GMS Tubes (Light Grade), Tube fittings (earth work in trenches to be measured and paid for separately).
32 mm dia
25 mm dia
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