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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 LAccepted-AOC | ₹1.5 L | 1 | Accepted-AOC l 1 |
| 2 | 2₹1.7 LRejected-Finance ADARSH | ₹1.7 L | 2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | chandran n v L1 | ADARS C S L2 |
|---|---|---|---|---|---|
| 1.00concrete road | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 22.48 | cum | 56.75 ₹1,275.51 | 62.9 ₹1,413.74 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 10.3 | cum | 2,772.3 ₹28,554.69 | 3,072 ₹31,641.60 |
| 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) | 15.45 | cum | 7,914.9 ₹1.2 L | 8,775 ₹1.4 L |
Tender Value
₹1.7 L
EMD Value
₹4,221
Closing Date
14 Jan 2026, 6:00 pmClosed
AE
o/o the Assistant Engineer LID EW Thikkodi GP
ROAD
2025_LSGD_815490_2
279/AE/TGP/2025-26
Open Tender
Civil Works - Roads
270 days
THIKKODI
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹4,221
Yes
20 Apr 2026
7 Jan 2026
16 Jan 2026
7 Jan 2026
14 Jan 2026
7 Jan 2026
concrete road
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
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)
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