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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | ₹1.9 L | L1 | Accepted-AOC AGREEMENT |
| 2 | L2₹2.0 LRejected-Finance | ₹2.0 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABDUL SALAM PM L6 | MOHAMMED NAVAZ B L5 | AJMAL SWALIH K L1 | B IBRAHIM L3 | ABDUL USMATH SHIBILI C U L2 | ABDUL KHADER T A 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. | 185.4 | sqm | 12.68 ₹2,350.87 | 8 ₹1,483.20 | 12 ₹2,224.80 | 8 ₹1,483.20 | 11.94 ₹2,213.68 | 12.3 ₹2,280.42 |
| 1.00 | OD451219/2025-2026: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) | 5.56 | cum | 161.25 ₹896.87 | 150 ₹834.30 | 180 ₹1,001.16 | 180 ₹1,001.16 | 152.06 ₹845.76 | 156.46 ₹870.23 |
| 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) | 27.81 | cum | 7,576.73 ₹2.1 L | 7,500.6 ₹2.1 L | 6,700 ₹1.9 L | 7,300 ₹2.0 L | 7,162.51 ₹2.0 L | 7,350.58 ₹2.0 L |
Tender Value
₹2.5 L
EMD Value
₹6,352
Closing Date
21 Feb 2026, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 156/25-26-SANTOSH NAGAR AHAMMED HAJI LINK ROAD CONCRETE IN WARD 11-General Civil Work-SANTHOSH NAGAR AHAMMED HAJI LINK ROAD CONCRETE
2026_LSGD_835907_2
AE/LIDEW/CH/ET/03/25-26
Open Tender
Civil Works - Roads
120 days
CHENGALA
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,352
Yes
5 Apr 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
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.
OD451219/2025-2026: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)
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