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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.2 L+₹14,993.86 (7.28%)Admitted-Fee/PreQual/Technical/Finance | ₹2.2 L+₹14,993.86 (7.28%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.4 L+₹38,120.23 (18.5%)Admitted-Fee/PreQual/Technical/Finance | ₹2.4 L+₹38,120.23 (18.5%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.5 L+₹48,285.43 (23.5%)Admitted-Fee/PreQual/Technical/Finance | ₹2.5 L+₹48,285.43 (23.5%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Saidalavi K L4 | AKBAR MANCHERRY L3 | PG enterprises L1 | MOHAMMED IRSHAD P L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road work | |||||||
| 1.00 | OD65898/2026-2027:75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (WITHOUT FORMWORK)
(i) Nominal mix (1:2:4) | 30.09 | cum | 8,446.62 ₹2,54,133.46 | 8,108.76 ₹2,43,968.26 | 6,841.76 ₹2,05,848.03 Lowest | 7,340.11 ₹2,20,841.89 |
Tender Value
₹2.5 L
EMD Value
₹6,353
Closing Date
7 Sept 2026, 6:00 pmClosed
JASNA P T
The Assistant Engineer, LIDEW Section ,Kalikavu Grama Panchayat
Annual Plan-2026-27 Kalikav GP-Proj. No 123/27-Main Road STD Booth Pallikkunnu Road Renovation (MGR - 3L) Ward 7-
2026_LSGD_866818_13
02/TN/AE/LIDEW/KKV/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KALIKAVU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,353
Yes
9 Sept 2026
29 Aug 2026
9 Sept 2026
29 Aug 2026
7 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | OD65898/2026-2027:75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (WITHOUT FORMWORK)
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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