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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance EDAVAKA GP | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.7 L+₹8,740.12 (5.48%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.7 L+₹11,920.12 (7.48%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | sainulabid L3 | Mohammed A L1 | PG enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00Road work | ||||||
| 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. | 79.5 | sqm | 54.7 ₹4,348.65 | 13.94 ₹1,108.23 Lowest | 14.7 ₹1,168.65 |
| 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 | 10.6 | cum | 3,077.04 ₹32,616.62 | 2,917.03 ₹30,920.52 Lowest | 3,077.04 ₹32,616.62 |
| 1.00 | OD44294/2026-2027:75.8.1 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 (WITHOUT FORMWORK)
(i) Nominal mix (1:2:4) | 15.9 | cum | 8,446.62 ₹1,34,301.26 | 8,007.4 ₹1,27,317.66 Lowest | 8,446.62 ₹1,34,301.26 |
Tender Value
₹1.7 L
EMD Value
₹4,202
Closing Date
9 Jul 2026, 6:00 pmClosed
JASNA P T
The Assistant Engineer, LIDEW Section ,Kalikavu
Annual Plan-2026-27 Kalikav GP-Proj. No 188/27-Uralmada kadachi Water Logging Re-Concrete (MGR - 2L) Ward 6-General Civil Work
2026_LSGD_857526_13
01/TN/AE/LIDEW/KKV/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KALIKAVU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,202
Yes
13 Jul 2026
24 Jun 2026
13 Jul 2026
24 Jun 2026
9 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 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 | 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 | - | - |
| 1.003 | OD44294/2026-2027:75.8.1 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 (WITHOUT FORMWORK)
(i) Nominal mix (1:2:4) | - | cum | - | - |
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