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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Finance VPO BHAPOO TEHSIL INDORA DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.9 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Parvinder Kumar Govt. Contractor L1 |
|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth such as pick work, Jumper work, blasting work in hard rock/soft rock including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neatly dressed within all leads and lifs as per the direction of Engineer-in-charge. | 28.13 | P/cum | 280 ₹7,876.40 |
| 2.00 | Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) the weight of boulder should not be less than 18 Kg each with all leads and lifts as per direction of Engineer-in-charge. | 58.59 | P/cum | 1,700 ₹99,603 |
| 3.00 | Wire crates made of G.I. wire filled with square cut faces against the wire (Boulder filling to be measured and paid for separetaly) 15x15 cm mesh GI wire 5mm thick corresponding to SWG-6 i/c all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 203.13 | P/Sqm | 400 ₹81,252 |
Tender Value
₹1.7 L
EMD Value
₹3,415
Closing Date
17 Mar 2026, 11:00 amClosed
Er Anandblouria
JSV Divn Indora
Providing wire crate apron to protect the main storage tank 1,80,000 Ltr Capacity at Changrara due to lad slide at RD 0 to 12.50 mtr
2026_HPIPH_130900_1
EE-JSV-IND-NIT-6605-6630 dt 09.03.2026
Open Tender
Civil Works
Indora
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹3,415
20 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
Excavation in earth work and disposal of all excavated earth such as pick work, Jumper work, blasting work in hard rock/soft rock including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neatly dressed within all leads and lifs as per the direction of Engineer-in-charge.
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) the weight of boulder should not be less than 18 Kg each with all leads and lifts as per direction of Engineer-in-charge.
Wire crates made of G.I. wire filled with square cut faces against the wire (Boulder filling to be measured and paid for separetaly) 15x15 cm mesh GI wire 5mm thick corresponding to SWG-6 i/c all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
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