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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.4 L+₹8,056.97 (6.20%)Admitted-Fee/PreQual/Technical/Finance THEKKEKARA MAKKAPPALLIL PUTHENCHANTHA P O | KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.7 L+₹38,821.49 (29.9%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Shaji Andrews L2 | SIBICHAN JOHN L1 | Pradeesh Jacob Abraham L3 |
|---|---|---|---|---|---|---|
| 1.00CONCRETE | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 116.4 | sqm | 13 ₹1,513.2 | 12.32 ₹1,434.05 Lowest | 16 ₹1,862.4 |
| 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) | 17.46 | cum | 7,821 ₹1,36,554.66 | 7,364.08 ₹1,28,576.84 Lowest | 9,563 ₹1,66,969.98 |
Tender Value
₹1.7 L
EMD Value
₹4,221
Closing Date
24 Sept 2026, 1:45 pmClosed
Assistant Engineer
Office of Assistant Engineer, LSGD Section, Vakathanam Grama Panchayat
Annual Plan-77/VKM/26-27 Udhikkal Kattippadi Road Ward 21-Vakathanam GP-General Civil Work
2026_LSGD_868610_6
02/AE/LSGD/VKM/26-27/E-TENDER
Open Tender
Civil Works - Roads
Item Rate
Vakathanam GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,221
Yes
25 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 116.4 | 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) | 17.46 | cum | - | - |
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