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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Fee/PreQual/Technical/Finance KANNUR | KERALA | 670612 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.2 L+₹14,921.31 (4.83%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AMAL JOHN L1 | DON BRIDGE L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 310 | sqm | 12 ₹3,720 Lowest | 16 ₹4,960 |
| 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) | 43.76 | cum | 6,977 ₹3,05,278.64 Lowest | 7,289.68 ₹3,18,959.95 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
4 Jul 2026, 3:00 pmClosed
VENUGOPAL KG
The Assistant Engineer, LIDEW Section , Arakkulam Grama Panchayat
Annual Plan-Bandupuram Kulamave L.P School Road Maintenanace Ward -4-Project No73/2026-27 Arakulam GP
2026_LSGD_857616_2
01/2026/AE/LIDEW/ARKLM Dated 27/06/26
Open Tender
Civil Works - Roads
Item Rate
270 days
ARAKKULAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,586
Yes
6 Jul 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
4 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | - | 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) | - | cum | - | - |
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