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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC VILL PO KARASA TEHSIL ROHRU DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹3.0 L Quoted ₹4.2 L | L1 | Accepted-AOC Awarded |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | YASHWANT SINGH L1 |
|---|---|---|---|---|
| 1.00 | Excavation in foundation trenchs etc in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc., with all heights and depths and stacking the excaveted soil not more then 3 mtr. clear from the edge of the excavation and then returning the stacked soil in 15 cm layer when required into plinth sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excaveted earth complete in all respects with in all leads and lifts and to the entire satisfaction of Engineer incharge. | 43.54 | Cum | 400 ₹17,416 |
| 2.00 | G.I 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) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). complete in all respects with in all leads and lifts and to the entire satisfaction of Engineer incharge.(L.R) | 117.2 | Cum | 2,700 ₹3.2 L |
| 3.00 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)vomplete in all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge. | 468.8 | sqm | 170 ₹79,696 |
| 4.00 | Excavating ,supplying and filling of local earth (i.c royality) by machnical transport upto a leads of 5 KM also i/C ramming & watering of the earth in layers not exceeding 20 cm in trenches plinth sides of foundation etc. complete (Through mechnical means) complete in all respects with in all leads and lifts and to the entire satisfaction of Engineer incharge. | 9.04 | cum | 350 ₹3,164 |
Tender Value
₹3.1 L
EMD Value
₹6,122
Closing Date
27 Feb 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Larji
Executive Engineer Jal Shakti Division Larji
(SH- C/O wire crate embankment from RD 17 to 32 at near pump house neol Noutod and protection of bore well )Under PDNA
2026_HPIPH_128905_12
NIT No. 12985-13084 Dated - 18/02/2026
Open Tender
Civil Works
60 days
Bajaura
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer Jal Shakti Division Larji
₹6,122
25 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
Excavation in foundation trenchs etc in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc., with all heights and depths and stacking the excaveted soil not more then 3 mtr. clear from the edge of the excavation and then returning the stacked soil in 15 cm layer when required into plinth sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excaveted earth complete in all respects with in all leads and lifts and to the entire satisfaction of Engineer incharge.
G.I 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) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). complete in all respects with in all leads and lifts and to the entire satisfaction of Engineer incharge.(L.R)
Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)vomplete in all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.
Excavating ,supplying and filling of local earth (i.c royality) by machnical transport upto a leads of 5 KM also i/C ramming & watering of the earth in layers not exceeding 20 cm in trenches plinth sides of foundation etc. complete (Through mechnical means) complete in all respects with in all leads and lifts and to the entire satisfaction of Engineer incharge.
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