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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC 2003 SUB TREASURY NILESWAR | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.7 LRejected-Finance | ₹4.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.9 LRejected-Finance NILESHWAR KERALA | PALAKKAD | KERALA | 678001 | ₹4.9 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | M.V. BALAKRISHNAN L3 | TEENA BABU L2 | babu k L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 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. | 300 | sqm | 16 ₹4,800 | 14 ₹4,200 | 14.2 ₹4,260 |
| 1.00 | OD464001/2025-2026: 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. (Modified 4.11.2)
(ii) Using Gravel mix soil. (30 % Material taken as departmental Material) | 13.5 | cum | 169 ₹2,281.50 | 200 ₹2,700 | 167.08 ₹2,255.58 |
| 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. | 31.5 | cum | 2,500 ₹78,750 | 2,100 ₹66,150 | 2,204.79 ₹69,450.89 |
| 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) | 45 | cum | 8,900 ₹4.0 L | 8,800 ₹4.0 L | 8,484.18 ₹3.8 L |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 7.2 | cum | 700 ₹5,040 | 500 ₹3,600 | 579.38 ₹4,171.54 |
Updated dates
Tender Value
₹4.9 L
EMD Value
₹12,246
Closing Date
24 Feb 2026, 10:30 amClosed
SUMESH KUMAR P
Assistant Engineer LID and EW Section Cheruvathur Grama Panchayat
P. No 379 CHERUVATHUR RAILWAY STATION ROAD RETARRING _ Concreting
2026_LSGD_836455_17
DB1/TN(06)/2025-26
Open Tender
Civil Works - Roads
180 days
CHERUVATHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,080
Yes
₹12,246
Yes
16 Mar 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
ROAD CONCRETING
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.
OD464001/2025-2026: 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. (Modified 4.11.2) (ii) Using Gravel mix soil. (30 % Material taken as departmental Material)
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)
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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