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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC Accepted vid board resolution |
| 2 | L2₹3.0 LRejected-AOC | ₹3.0 L | L2 | Rejected-AOC Higher rate and rejected |
| 3 | L3₹3.0 LRejected-Finance | ₹3.0 L | L3 | Rejected-Finance Rejected because of higher rate |
| 4 | L4₹3.0 LRejected-Finance | ₹3.0 L | L4 | Rejected-Finance Rejected because of higher rate |
| 5 | L5₹3.0 LRejected-Finance NULL | ₹3.0 L | L5 | Rejected-Finance Rejected because of higher rate |
| Sl No | Description | Qty | Unit | ahammed C H B L5 | A VASUDEVA HOLLA L1 | VIJOY KUMAR MONTHERO L3 | HAMMED L2 | ABDUL KHADER FAIZAL A M L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||||
| 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. | 279 | sqm | 11.77 ₹3,283.83 | 11 ₹3,069 | 12 ₹3,348 | 14 ₹3,906 | 11.6 ₹3,236.40 |
| 1.00 | OD220464/2025-2026: 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) | 27.9 | cum | 149.62 ₹4,174.40 | 141 ₹3,933.90 | 146 ₹4,073.40 | 150 ₹4,185 | 147.66 ₹4,119.71 |
| 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) | 41.85 | cum | 7,030.26 ₹2.9 L | 6,710 ₹2.8 L | 6,882 ₹2.9 L | 6,800 ₹2.8 L | 6,955.58 ₹2.9 L |
| 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. | 5.58 | cum | 479.78 ₹2,677.17 | 450 ₹2,511 | 472 ₹2,633.76 | 485 ₹2,706.30 | 474.99 ₹2,650.44 |
Tender Value
₹3.9 L
EMD Value
₹9,737
Closing Date
24 Oct 2025, 2:00 pmClosed
Anandhu Raj D
Office of the Assistant Engineer, LID and EW Section, MADHUR Grama Panchayat
88/25 UDAYAGIRI KAILASAPURAM ROAD MAINTENANCE
2025_LSGD_810251_15
02/2025-26/AE/LIDANDEW/MDR
Open Tender
Civil Works - Roads
180 days
Madhur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹860
Yes
₹9,737
Yes
6 May 2026
16 Oct 2025
27 Oct 2025
16 Oct 2025
24 Oct 2025
16 Oct 2025
Amount
Road concrete
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.
OD220464/2025-2026: 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)
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)
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.
HAMMED (BID ID -2406072)
VIJOY KUMAR MONTHERO (BID ID -2406784)
ABDUL KHADER FAIZAL A M (BID ID -2406959)
ahammed C H B (BID ID -2406821)
Bidder Name
A VASUDEVA HOLLA
HAMMED
ahammed C H B
ABDUL KHADER FAIZAL A M
VIJOY KUMAR MONTHERO
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