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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.5 LAccepted-AOC R O VILLAGE KALYANA P O KANLOG TEHSIL DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹3.5 L Quoted ₹4.6 L | 1 | Accepted-AOC Accept |
| 2 | 2₹4.7 L+₹7,471 (1.61%)Rejected-AOC | ₹4.7 L+₹7,471 (1.61%) | 2 | Rejected-AOC Reject |
| 3 | 3₹4.8 L+₹21,932 (4.74%)Rejected-AOC V P O KOTLA KALAN TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | ₹4.8 L+₹21,932 (4.74%) | 3 | Rejected-AOC Reject |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | ABHISHEK THAKUR L1 | VIKASH RANA L2 | Balwant Kumar L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work lift upto a lead of 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of excavated and then returning the stacked soil when required into plinth sides of foundation in 15 cm layers consolidating each deposited layer by ramming and watering and then depositing of all surplus excavated materials as directed within a lead of 20 metres in all kind of works as per the direction and to the entire satisfaction of Engineer-in-charge | 14.06 | Cum | 300 ₹4,218 Lowest | 325 ₹4,569.5 | 333 ₹4,681.98 |
| 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 seperately) G.I. wire 5mm thick corresponding to SWG-6, 15cmx15cm mesh in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge. | 422 | Sqm | 400 ₹1,68,800 Lowest | 410 ₹1,73,020 | 444 ₹1,87,368 |
| 3.00 | Wire crates G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) in all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge | 87.89 | Cum | 3,300 ₹2,90,037 Lowest | 3,333 ₹2,92,937.37 | 3,333 ₹2,92,937.37 |
Tender Value
₹4.7 L
EMD Value
₹9,400
Closing Date
22 Nov 2025, 5:00 pmClosed
Executive Engineer
JS Division Dharampur Bharari
R.R. damages to various LWSS LIS under Jal Shakti Section Sidhpur in Tehsil Dharampur Distt. Mandi HP
2025_HPIPH_120455_1
9367-9436 Dated 13-11-2025
Open Tender
Civil Works
Item Rate
90 days
Dharampur
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer
₹9,400
19 May 2026
14 Nov 2025
24 Nov 2025
14 Nov 2025
22 Nov 2025
14 Nov 2025
Amount
Excavation in foundation trenches etc. in earth work lift upto a lead of 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of excavated and then returning the stacked soil when required into plinth sides of foundation in 15 cm layers consolidating each deposited layer by ramming and watering and then depositing of all surplus excavated materials as directed within a lead of 20 metres in all kind of works as per the direction and to the entire satisfaction of 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 seperately) G.I. wire 5mm thick corresponding to SWG-6, 15cmx15cm mesh in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge.
Wire crates G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) in all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge
VIKASH RANA (BID ID -584241)
Balwant Kumar (BID ID -584273)
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