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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82,157.10Admitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹82,320+₹162.90 (0.20%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MANU MATHEW L1 | Joseph Scaria L2 |
|---|---|---|---|---|---|
| 1.00Road Concreting | |||||
| 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 | 3.3 | cum | 3,337 ₹11,012.1 Lowest | 3,340 ₹11,022 |
| 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) | 7.65 | cum | 9,300 ₹71,145 Lowest | 9,320 ₹71,298 |
Tender Value
₹81,478
EMD Value
₹2,037
Closing Date
8 Sept 2026, 11:00 amClosed
SHEENAMOL P B
AE,NEDUMKUNNAM GP LIDEW
NDKM/87/26-27 -NDM -(DF) Manakkara - Thakidiyil Manthuruthy Road Concreting Ward 15
2026_LSGD_866901_9
01/2026/27/AE/LIDEW/NDKM
Open Tender
Civil Works - Roads
Item Rate
180 days
NEDUMKUNNAM GP
NDKM/87/26-27 -NDM -(DF) Manakkara - Thakidiyil Manthuruthy Road Concreting Ward 15
7 documents required · 7 mandatory
₹555
₹2,037
22 Sept 2026
1 Sept 2026
9 Sept 2026
1 Sept 2026
8 Sept 2026
1 Sept 2026
1 Sept 2026 - 8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 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 | 1 | 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) | - | cum | - | - |
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