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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC Accepted vid board resolution |
| 2 | L2₹5.2 LRejected-Finance | ₹5.2 L | L2 | Rejected-Finance higher rate |
| Sl No | Description | Qty | Unit | MOHAMMED IRSHAD A A L2 | VIJOY KUMAR MONTHERO L1 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 364 | sqm | 18 ₹6,552 | 15 ₹5,460 |
| 1.00 | OD173662/2025-2026: Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( Modified 4.11.2) | 36.4 | cum | 250 ₹9,100 | 191 ₹6,952.4 |
| 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) | 54.6 | cum | 9,200 ₹5,02,320 | 8,997 ₹4,91,236.2 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 5.31 | cum | 655 ₹3,478.05 | 614 ₹3,260.34 |
Tender Value
₹5.1 L
EMD Value
₹12,674
Closing Date
13 Feb 2026, 5:00 pmClosed
Anandhu Raj D
LID and EW Section, MADHUR Grama Panchayat
152/25 SHIVAKRISHNA FIRST CROSS ROAD IMPROVEMENT
2026_LSGD_833804_10
03/2025-26/AE/LIDEW/MDR
Open Tender
Civil Works - Roads
Madhur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,674
Yes
5 Jul 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | OD173662/2025-2026: Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( Modified 4.11.2) | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
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