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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹2.1 LRejected-Finance NULL | ₹2.1 L | L2 | Rejected-Finance l2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | ABDUL RIYAS B A L7 | ABDUL SALAM PM L5 | ahammed C H B L2 | aboobacker k m L6 | B IBRAHIM L4 | ABDUL KHADER T A L3 | MUHAMMAD SALIF M K L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 31.8 | cum | 64 ₹2,035.20 | 53.9 ₹1,714.02 | 51.93 ₹1,651.37 | 50 ₹1,590 | 55 ₹1,749 | 52.72 ₹1,676.50 | 50 ₹1,590 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local 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. <br>(ii) Using Gravel mix soil. | 15.9 | cum | 2,338 ₹37,174.20 | 1,968.92 ₹31,305.83 | 1,897.05 ₹30,163.10 | 1,980 ₹31,482 | 2,000 ₹31,800 | 1,910.2 ₹30,372.18 | 1,900 ₹30,210 |
| 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) | 23.85 | cum | 8,997 ₹2.1 L | 7,576.73 ₹1.8 L | 7,300.17 ₹1.7 L | 7,580 ₹1.8 L | 7,360 ₹1.8 L | 7,350.56 ₹1.8 L | 6,400 ₹1.5 L |
Tender Value
₹2.5 L
EMD Value
₹6,345
Closing Date
21 Feb 2026, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 744/25-26-BHAFAKHI NAGAR PALLAM ROAD CONCRETE IN WARD 12
2026_LSGD_835916_20
AE/LIDEW/CH/ET/05/25-26
Open Tender
Civil Works - Roads
120 days
CHENGALA
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,345
Yes
23 Mar 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
ROAD CONCRETE
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local 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. <br>(ii) Using Gravel mix soil.
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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