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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-Finance | ₹7.3 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹7.5 LRejected-Finance HIMACHAL PRADESH HP | ₹7.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹7.6 LRejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹7.6 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L1 | AJAY KUMAR L2 | Mohit Khimta L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 26.25 | Cum | 460 ₹12,075 | 490 ₹12,862.50 | 590 ₹15,487.50 |
| 2.00 | 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 separately) Gl wire 5mm thick corresponding to SWG-6(15cm.x 15cm. Mesh) within all leads and lifts and as directed by the Engineer-in-charge. | 500 | Cum | 440 ₹2.2 L | 450 ₹2.3 L | 445 ₹2.2 L |
| 3.00 | Wire crate of G.l. wire filles with boulders with square cut faces against the wire (Wire crates to be measured and paid for separately) within all leads and lifts and as directed by the Engineer-in-charge. | 125 | Cum | 3,200 ₹4 L | 3,300 ₹4.1 L | 3,300 ₹4.1 L |
| 4.00 | Boulder / Stone Filling behind crate walls | 30 | Cum | 3,380 ₹1.0 L | 3,400 ₹1.0 L | 3,500 ₹1.1 L |
Tender Value
₹7.4 L
EMD Value
₹14,700
Closing Date
10 Mar 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Stock storage under Jal Shakti Division Jubbal in Tehsil Jubbal Distt Shimla HP Sub-Head C/O Wire crate wall to protect Division Office Building Jubbal
2026_HPIPH_129954_1
JBL-SML-09-718
Open Tender
Civil Works
30 days
Jubbal
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹14,700
8 Apr 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
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 separately) Gl wire 5mm thick corresponding to SWG-6(15cm.x 15cm. Mesh) within all leads and lifts and as directed by the Engineer-in-charge.
Wire crate of G.l. wire filles with boulders with square cut faces against the wire (Wire crates to be measured and paid for separately) within all leads and lifts and as directed by the Engineer-in-charge.
Boulder / Stone Filling behind crate walls
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