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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.8 L+₹25,375.27 (9.99%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A JAGADEESH L1 | T Sundar Raj L2 |
|---|---|---|---|---|---|
| 1.00Road Reconcrete | |||||
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 0.9 | cum | 3,337 ₹3,003.3 Lowest | 3,670 ₹3,303 |
| 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) | 26.25 | cum | 9,563.74 ₹2,51,048.18 Lowest | 10,519 ₹2,76,123.75 |
Tender Value
₹2.5 L
EMD Value
₹6,351
Closing Date
26 Sept 2026, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID and EW Section Office Kuzhalmannam Grama Panchayath
Annual Plan-Kuzhalmannam GP 2026-27 Proj No 231 Anakode Road reconcrete -General Civil Work
2026_LSGD_870313_13
02/ET/2026-27/AE/LIDEW/KZM
Open Tender
Civil Works - Roads
Item Rate
180 days
KUZHALMANNAM GRAMA PANCHAYTH
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,351
Yes
30 Sept 2026
17 Sept 2026
30 Sept 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Reconcrete | |||||
| 1.001 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 0.9 | cum | - | - |
| 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) | 26.25 | cum | - | - |
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