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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-AOC | ₹3.6 L | 1 | Accepted-AOC Accept |
| 2 | 2₹3.7 L+₹8,965 (2.49%)Rejected-AOC | ₹3.7 L+₹8,965 (2.49%) | 2 | Rejected-AOC Reject |
| 3 | 3₹4.0 L+₹40,528 (11.2%)Rejected-AOC R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹4.0 L+₹40,528 (11.2%) | 3 | Rejected-AOC Reject |
| 4 | 4₹4.4 L+₹78,260 (21.7%)Rejected-AOC | ₹4.4 L+₹78,260 (21.7%) | 4 | Rejected-AOC Reject |
| 5 | 5₹4.5 L+₹85,913 (23.8%)Rejected-AOC BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹4.5 L+₹85,913 (23.8%) | 5 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | Sh. Bihari Lal L1 | Naveen Kumar L5 | Jagdish Chand L2 | Rajinder Kumar L6 | UDEY KUMAR L4 | ASHWANI 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. | 34 | Cum | 240 ₹8,160 Lowest | 390 ₹13,260 | 250 ₹8,500 | 405 ₹13,770 | 380 ₹12,920 | 291 ₹9,894 |
| 2.01 | 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-8, 15cmx15cm mesh in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge. | 450 | Sqmt | 335 ₹1,50,750 | 425 ₹1,91,250 | 350 ₹1,57,500 | 440 ₹1,98,000 | 415 ₹1,86,750 | 301 ₹1,35,450 Lowest |
| 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. | 93.75 | Cum | 2,150 ₹2,01,562.5 Lowest | 2,580 ₹2,41,875 | 2,170 ₹2,03,437.5 | 2,610 ₹2,44,687.5 | 2,550 ₹2,39,062.5 | 2,727 ₹2,55,656.25 |
Tender Value
₹4.3 L
EMD Value
₹8,540
Closing Date
15 Nov 2025, 5:00 pmClosed
Executive Engineer
JS Division Dharampur Bharari
Construction of Flood protection measures in various reaches in place of damaged embankment
2025_HPIPH_119793_1
8970-9019 Dated 06-11-2025
Open Tender
Civil Works
Item Rate
90 days
Dharampur
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer
₹8,540
11 May 2026
7 Nov 2025
17 Nov 2025
7 Nov 2025
15 Nov 2025
7 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-8, 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.
Jagdish Chand (BID ID -582099)
ASHWANI KUMAR (BID ID -582084)
UDEY KUMAR (BID ID -581751)
Naveen Kumar (BID ID -581776)
Rajinder Kumar (BID ID -581775)
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