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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹12.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.0 L+₹14,154.49 (1.10%)Admitted-Fee/PreQual/Technical/Finance KOLLAM JILLA PANCHAYATH | PATHANAMTHITTA | KERALA | 689694 | ₹13.0 L+₹14,154.49 (1.10%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹13.3 L+₹43,984 (3.42%)Admitted-Fee/PreQual/Technical/Finance | ₹13.3 L+₹43,984 (3.42%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹13.4 L+₹49,821.79 (3.87%)Admitted-Fee/PreQual/Technical/Finance | ₹13.4 L+₹49,821.79 (3.87%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹13.6 L+₹76,268.80 (5.93%)Admitted-Fee/PreQual/Technical/Finance AISWARAYA BHAVAN IRUMPANANGADU P O EZHUKONE KOLLAM | EZHUKONE | KOLLAM | KERALA | ₹13.6 L+₹76,268.80 (5.93%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AJITH KUMAR S L3 | KRISHNAKUMAR L6 | SAMBHU S KUMAR L4 | Skyarc constructions L1 | PAVANAN N L7 | PRASAD G L5 | ABHIJITH RAVI L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance of road | ||||||||||
| 1.00 | OD98561/2026-2027:Preparation of Foundation for Embankment - Scarifying the existing deteriorated road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity as per Technical Specification Clause 301.4. | 1,121.6 | sqm | 17 ₹19,067.2 | 16.07 ₹18,024.11 | 15.49 ₹17,373.58 | 15 ₹16,824 Lowest | 16 ₹17,945.6 | 15.5 ₹17,384.8 | 15.08 ₹16,913.73 |
| 1.00 | 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
(i) Nominal mix (1:2:4) | 168.24 | cum | 7,685 ₹12,92,924.4 | 8,023.45 ₹13,49,865.23 | 7,737.07 ₹13,01,684.66 | 7,450 ₹12,53,388 Lowest | 8,032 ₹13,51,303.68 | 7,900 ₹13,29,096 | 7,530.5 ₹12,66,931.32 |
| 1.00 | OD121180/2026-2027::Filling with contractors own earth( excluding rock)in open areas not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5mas
per direction of site Engineer-in - charge | 40.08 | cum | 455 ₹18,236.4 | 440.04 ₹17,636.8 | 424.34 ₹17,007.55 | 400 ₹16,032 Lowest | 440 ₹17,635.2 | 400 ₹16,032 Lowest | 413.01 ₹16,553.44 |
Tender Value
₹16.5 L
EMD Value
₹41,288
Closing Date
15 Sept 2026, 12:00 pmClosed
AE,LSGD
AE,LSGD
Annual Plan L M S L P S RAJAN CASHEW FACTORY ROAD MAINTENANCE WARD 2 IN EZHUKONE GP
2026_LSGD_867454_6
AE/LSGD/EZN/T2/26-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Ezhukone
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,257
Yes
₹41,288
Yes
16 Sept 2026
5 Sept 2026
16 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of road | |||||
| 1.001 | OD98561/2026-2027:Preparation of Foundation for Embankment - Scarifying the existing deteriorated road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity as per Technical Specification Clause 301.4. | 1,121.6 | sqm | - | - |
| 1.002 | 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
(i) Nominal mix (1:2:4) | 168.24 | cum | - | - |
| 1.003 | OD121180/2026-2027::Filling with contractors own earth( excluding rock)in open areas not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5mas
per direction of site Engineer-in - charge | 40.08 | cum | - | - |
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