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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC N A | FARIDABAD | HARYANA | 121004 | ₹3.4 L Quoted ₹3.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.7 L+₹11,457.70 (3.22%)Rejected-Finance R O BINDLA P O MILLAH TEHSIL SHILLAI DISTT SIRMOUR H P | ₹3.7 L+₹11,457.70 (3.22%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.8 L+₹25,903.60 (7.28%)Rejected-Finance | ₹3.8 L+₹25,903.60 (7.28%) | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Jagdish L2 | Sudarshan L3 | Ramesh Chand L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge. | 13.13 | Cum | 680 ₹8,928.4 | 690 ₹9,059.7 | 650 ₹8,534.5 Lowest |
| 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) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh .complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 325.08 | Sqm | 430 ₹1,39,784.4 | 450 ₹1,46,286 | 420 ₹1,36,533.6 Lowest |
| 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)complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 78.13 | Cum | 2,800 ₹2,18,764 | 2,900 ₹2,26,577 | 2,700 ₹2,10,951 Lowest |
Tender Value
₹3.4 L
EMD Value
₹6,897
Closing Date
9 Jul 2026, 5:00 pmClosed
EE JSD CTR
EE JSD CTR
Restoration of rain damages to WSS Joginder Nagar District Mandi H.P SH Co protection work crate work to protect the source
2026_HPIPH_137733_1
EE-CTR-TA-4261-309 dt. 27.06.2026 -10
Open Tender
Civil Works
Item Rate
90 days
Joginder Nagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
EE CHAUNTRA
₹6,897
25 Aug 2026
30 Jun 2026
10 Jul 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge. | 13.13 | Cum | - | - |
| 2 | 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 respect within all lead and lifts as per the direction of Engineer-in-Charge. | 325.08 | Sqm | - | - |
| 3 | 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)complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 78.13 | Cum | - | - |
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