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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-2₹5.3 LAccepted-Finance | ₹5.3 L | L-2 | Accepted-Finance accepted |
| 2 | L-1₹5.3 LRejected-Finance | ₹5.3 L | L-1 | Rejected-Finance rejected |
| 3 | L3₹5.5 LRejected-Finance | ₹5.5 L | L3 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | SANJAY KAITH GOVT CONTACTOR L3 | SATISH KUMAR CHAI L2 | KAMLSH KUMAR CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00Dressing in bed & side slope and preparation of sub grade for linning in pick work with in all laeads and lifts to the entire satisfiction of the Engineer-in Charge. | ||||||
| 1.01 | In Bed | 198 | Sqm. | 200 ₹39,600 | 210 ₹41,580 | 190 ₹37,620 |
| 1.02 | In Side Slope | 396 | Sqm. | 250 ₹99,000 | 230 ₹91,080 | 240 ₹95,040 |
| 2.00Cement concrete linning 15cm thick or less for irrigation channel in cement concrete 1:3:6(1Cement: 3Sand: 6Graded stone agg.40mm nominal size) with in all leads and lifts& to the entire satisfiction of the Engineer-in-charge. | ||||||
| 2.01 | a) Hand mixed conc. Linning in Bed | 14.85 | Cum | 8,000 ₹1.2 L | 7,900 ₹1.2 L | 7,600 ₹1.1 L |
| 2.02 | b) Hand mixed conc. Linning in Side Slope | 33.41 | Cum | 8,500 ₹2.8 L | 8,200 ₹2.7 L | 8,100 ₹2.7 L |
| 3.00 | Extra allowance for form work in side slope as per direction to the entire satisfaction of the Engineer-in-Charge. | 33.41 | Cum | 350 ₹11,693.50 | 315 ₹10,524.15 | 310 ₹10,357.10 |
Tender Value
₹5.1 L
EMD Value
₹10,188
Closing Date
7 Jan 2026, 5:00 pmClosed
EE Rampur
JSD Rampur
Restoration of rain damages to FIS Belupul
2025_HPIPH_124787_1
EE-JSD-RMP-E-Ten/25-11200-50 dt 29.12.2025
Open Tender
Civil Works
90 days
Nankhari
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹10,188
19 Feb 2026
31 Dec 2025
8 Jan 2026
31 Dec 2025
7 Jan 2026
31 Dec 2025
Dressing in bed & side slope and preparation of sub grade for linning in pick work with in all laeads and lifts to the entire satisfiction of the Engineer-in Charge.
In Bed
In Side Slope
Cement concrete linning 15cm thick or less for irrigation channel in cement concrete 1:3:6(1Cement: 3Sand: 6Graded stone agg.40mm nominal size) with in all leads and lifts& to the entire satisfiction of the Engineer-in-charge.
a) Hand mixed conc. Linning in Bed
b) Hand mixed conc. Linning in Side Slope
Extra allowance for form work in side slope as per direction to the entire satisfaction of the Engineer-in-Charge.
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