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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC NULL | L1 | Accepted-AOC Accepted with board resolution | |
| 2 | L2₹2.0 L+₹1,750.48 (0.86%)Rejected-Finance | L2 | Rejected-Finance Higher value | |
| 3 | L3₹2.1 L+₹4,440.88 (2.19%)Rejected-Finance | L3 | Rejected-Finance Higher value | |
| 4 | L4₹2.2 L+₹13,100.34 (6.47%)Rejected-Finance | L4 | Rejected-Finance Higher value | |
| 5 | L5₹2.2 L+₹15,361.30 (7.59%)Rejected-Finance | L5 | Rejected-Finance Higher value |
| Sl No | Description | Qty | Unit | ahammed C H B L1 | ABDUL KHADER C A L3 | HAMMED L4 | MUHAMMAD NOWFAL N A L2 | MUSTHAFA T A L5 |
|---|---|---|---|---|---|---|---|---|
| 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. | 181.8 | sqm | 12.01 ₹2,183.42 | 12.27 ₹2,230.69 | 12 ₹2,181.6 Lowest | 12.11 ₹2,201.6 | 12.95 ₹2,354.31 |
| 1.00 | OD483686/2025-2026: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) | 18.18 | cum | 152.71 ₹2,776.27 Lowest | 156.06 ₹2,837.17 | 160 ₹2,908.8 | 154.03 ₹2,800.27 | 164.29 ₹2,986.79 |
| 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) | 27.27 | cum | 7,175.11 ₹1,95,665.25 Lowest | 7,332.56 ₹1,99,958.91 | 7,646 ₹2,08,506.42 | 7,237.19 ₹1,97,358.17 | 7,719.43 ₹2,10,508.86 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 3.64 | cum | 489.67 ₹1,780.44 Lowest | 500.41 ₹1,819.49 | 525 ₹1,908.9 | 493.9 ₹1,795.82 | 527.15 ₹1,916.72 |
Tender Value
₹2.5 L
EMD Value
₹6,345
Closing Date
21 Mar 2026, 6:00 pmClosed
Anandhu Raj D
Office of the Assistant Engineer, LID AND EW Section, MADHUR Grama Panchayat
35/26 KALIYANGAD ANGANWADI ROAD CONCRETE
2026_LSGD_847149_11
04/2025-26/AE/LIDANDEW/MDR
Open Tender
Civil Works - Others
Item Rate
180 days
Madhur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,345
Yes
22 Jul 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 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 | OD483686/2025-2026: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) | 1 | cum | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | - | cum | - | - |
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