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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52,856.46Accepted-AOC | ₹52,856.46 | L1 | Accepted-AOC AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | SHEREEF PAIKA L1 |
|---|---|---|---|---|
| 1.00Road concrete | ||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 5.46 | cum | 62.02 ₹338.63 |
| 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. (ii) Using Gravel mix soil. | 3.64 | cum | 2,202.03 ₹8,015.39 |
| 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) | 5.46 | cum | 8,150.63 ₹44,502.44 |
Tender Value
₹52,856
EMD Value
₹1,321
Closing Date
20 Aug 2025, 12:00 pmClosed
AE
CHENGALA GP
RE TNEDER-Annual Plan-CHENGALA GP PRO.NO.87/24-25-PODIPPALLAM THANGAL ROAD BALANCE PORTION CONCRETE
2025_LSGD_785723_1
AE/LIDEW/CH/ET/01/25-26
Open Tender
Civil Works - Roads
120 days
CHENGALA
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹1,321
Yes
13 Apr 2026
13 Aug 2025
21 Aug 2025
13 Aug 2025
20 Aug 2025
13 Aug 2025
Amount
Road concrete
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. (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)
Bidder Name
SHEREEF PAIKA
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