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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.5 L+₹2,480.79 (0.72%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.7 L+₹25,846.26 (7.45%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹4.0 L+₹52,073.70 (15.0%)Rejected-Finance 2003 SUB TREASURY NILESWAR | L4 | Rejected-Finance L4 | |
| 5 | L5₹4.2 L+₹76,601.29 (22.1%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | E RAVEENDRAN L2 | TEENA BABU L1 | C NARAYANAN L5 | SUNIL KUMAR C L3 | babu k L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00concrete | ||||||||
| 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. | 78.57 | cum | 52.8 ₹4,148.5 | 50 ₹3,928.5 Lowest | 64.54 ₹5,070.91 | 56.8 ₹4,462.78 | 61.4 ₹4,824.2 |
| 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. | 26.19 | cum | 1,928.85 ₹50,516.58 | 1,750 ₹45,832.5 Lowest | 2,338.05 ₹61,233.53 | 2,057.48 ₹53,885.4 | 2,202.45 ₹57,682.17 |
| 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) | 39.28 | cum | 7,422.53 ₹2,91,594.09 Lowest | 7,500 ₹2,94,637.5 | 8,997.01 ₹3,53,447.54 | 7,918.49 ₹3,11,077.88 | 8,475.18 ₹3,32,947.45 |
| 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. | 5.82 | cum | 506.55 ₹2,948.12 | 400 ₹2,328 Lowest | 614.4 ₹3,575.81 | 540.67 ₹3,146.7 | 574.98 ₹3,346.38 |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
22 Aug 2025, 5:00 pmClosed
SUMESH KUMAR P
Assistant Engineer LID and EW Section, Cheruvathur Grama Panchayat
CONSTRUCTION OF ROAD FROM PARENTHANMAD PURATHEPALLA ROAD TO NORTH SIDE PUZHA
2025_LSGD_784074_23
DB1/TN(03)/2025-26.
Open Tender
Civil Works - Roads
Item Rate
180 days
CHERUVATHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,584
Yes
9 Oct 2025
14 Aug 2025
26 Aug 2025
14 Aug 2025
22 Aug 2025
14 Aug 2025
Amount
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)
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.
E RAVEENDRAN (BID ID -2300147)
SUNIL KUMAR C (BID ID -2297408)
babu k (BID ID -2302719)
C NARAYANAN (BID ID -2297400)
Bidder Name
E RAVEENDRAN
C NARAYANAN
babu k
SUNIL KUMAR C
TEENA BABU
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